Planning Board Meeting & Work Session — 2026-07-07 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chair Town Supervisor Thomas A. Bianchi, Vice-Chair 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 HeatherL@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate Planning Board Work Session & Meeting Tuesday July 7, 2026 To join the meeting remotely, use this Zoom link: https://us02web.zoom.us/j/86295840019?pwd=B5g0xT2Apb5NMab4ambf8Qswa8ADxf.1 WORK SESSION .... .................................................................................................................. 6:00 pm Discuss items on tonight’s Planning Board Meeting Agenda. MEETING AGENDA .............................................................................................................. 6:30* pm 1. Pledge of Allegiance 2. Roll Call 3. Changes to the Meeting Agenda, by majority vote 4. Adoption of the minutes from previous month 5. Correspondence a. PB 2020-10 Accokeek Creek Solar, LLC (f. Cortlandt CSG, LLC) Letter dated June 26, 2026 from Matthew Liponis of Hodgson Russ Attorneys requesting the 4th one-year time extension of the Conditional Site Plan approval on behalf of Cortlandt CSG, LLC for the property of Cortlandt, LLC, an affiliate of Bullrock Renewables, for their application for a solar energy system located on Lexington Avenue. b. Discuss the draft zoning omnibus text amendment referred by the Town Board. 6. Resolution(s) a. PB 2025-18 Peterbilt Truck Sales & Service Application of 70 Roa Hook Realty LLC for Site Development Plan approval to redevelop the site of the partially constructed Crystal Clean Carwash facility to a proposed Peterbilt sales and service facility for property located at 70 Roa Hook Rd. Drawings revised March 25, 2026 except Sheet 2/7, revised May, 21, 2026. (see prior PB 13-16) Continued on next page Page 2 b. PB 2025-7 Yeshiva New Dormitory & Campus Upgrades Application of the Yeshiva Ohr Hameir for Site Plan approval, an amended Special Permit for a University, College or Seminary and for Wetland and Tree Removal Permits for a proposed 51,730 sq. ft. dormitory building, a 1,640 sq. ft. storage 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 revised June 12, 2026. (see prior PB 7-09) 7. Continued Public Hearing(s) (adjourned from previous meeting) a. PB 2024-8 Specialty Trade Contractor Application of Mario & Wilson Alvarez, for Amended Site Plan approval and for a Special Permit for a Specialty Trade Electrical Contractor for property located at 1201 Oregon Rd. Drawings revised March 2026. (see prior PB 8-82) (Hearing adjourned to the August 4, 2026 meeting at the applicant’s request). b. PB 2025-5 Evergreen Assisted Living Facility Application of VS Construction Corp. for Site Plan approval and 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 revised June 24, 2026. 8. Old Business a. PB 2026-3 Evergreen Commercial Building (Parcel 3) Application of VS Construction Corp for Site Development Plan approval and for Steep Slope and Tree Removal Permits for a proposed 9,600 sq. ft. commercial building located on future parcel 3 within the Medical Oriented District for property located at 2003 Crompond Rd. Drawings revised June 24, 2026. b. PB 2025-3 77 Montrose Station Rd 3-Lot Subdivision i. Application of 77 Montrose Station, LLC for a 6-month time extension of their Preliminary Plat approval, originally granted on January 6, 2026 via Planning Board Resolution #3-26, for a proposed 3-lot major subdivision of an approximately 9.7-acre parcel located at 77 Montrose Station Road. ii. Introduction of the application of 77 Montrose Station, LLC for Final Plat approval of the proposed 3-lot major subdivision located at 77 Montrose Station Road. Final Subdivision Plat, and Subdivision and Site Plan Drawings, revised June 17, 2026. c. PB 2025-15 Fucci 2-lot Subdivision Application of Joel Greenberg, R.A. on behalf of Robert Fucci for Preliminary Plat approval for a 2-lot minor subdivision of a an approximately 22,000 sq. ft. parcel of property located at 12 Putnam Park Rd. Drawing revised June 24, 2026. Continued on next page Page 3 9. New Business a. PB 2026-12 44 Regina Ave | Cortlandt Self-Storage & Contractor’s Yard Application of Cronin Engineering on behalf of Cortlandt Self-Storage LP / Mark Giordano for an Amended Site Development Plan to construct one additional 8,000SF storage building and an outdoor contractor’s yard. (see prior PB 3-06) 10. Adjournment Next Regular Meeting: Tuesday August 4, 2026 at 6:30* PM Agenda information is also available at https://www.townofcortlandtny.gov/ * Regular meeting will begin at the conclusion of the work session, which could be prior to 6:30 pm. Page 4 Matthew B. Liponis Senior Associate June 26, 2026 Via E-Mail Town of Cortlandt c/o Michael Cunningham, Esq. 1 Heady Street Cortlandt Manor, NY 10567 Re: Cortlandt CSG LLC for the property of Cortlandt, LLC Tax Map Section 34.07, Block 1, Lots 2-9 & 11-17 Special Use Permit Extension Request Dear Mr. Cunningham: This firm represents Cortlandt CSG LLC for the property of Cortlandt, LLC, an affiliate of Bullrock Renewables (the “Applicant”) in connection with its efforts to construct a solar facility (the “Project”) on the property noted above located on Lexington Avenue (the “Property”) in the Town of Cortlandt, New York (“Town”). Please accept this letter as the Applicant’s formal request for an extension of the existing Special Permit and Site Development Plan approval. A check for the $250 application fee is being provided under separate cover. We look forward to continuing our work with the Town on this project. Should you have any questions or require any further information with respect to this request, please do not hesitate to contact me. Very truly yours, Matthew B. Liponis Page 5 TOWN OF CORTLANDT RESOLUTION NO. 8-22 PLANNING BOARD PB 2020-10 WHEREAS, an application for Planning Board approval of a Site Development Plan pursuant to Chapter 307 (Zoning) and as per Chapter 255 (Solar) of the Town of Cortlandt Code and for Tree Removal, Steep Slope and Wetland Permits for a proposed Solar Energy System was submitted by Cortlandt CSG LLC for the property of 202 Cortlandt, LLC, as shown on a 9 page set of drawings entitled "Site Development for Cortlandt CSG LLC" prepared by Cronin Engineering, P.E., P.C. latest revision dated June 1, 2022, and WHEREAS, the subject parcel of approximately 33 acres is located on the west side of Lexington Avenue, north of Crompond Road (Rt. 202) and is designated on the Town of Cortlandt Tax Maps as Section 34.07, Block 1, Lots 2-9 & 11-17, and WHEREAS, as required by Article 8 of the New York State Environmental Conservation Law the applicant completed and submitted Part 1 of the Full Environmental Assessment Form latest revision dated June 25, 2020 prepared by Cronin Engineering, P.E., P.C., and WHEREAS, a Public Hearing was held pursuant to Chapter 307 (Zoning) of the Town of Cortlandt Code and pursuant to Chapter 274-a of the New York State Town Law on said application via Zoom on October 6, 2020 adjourned to January 5, 2021, February 2, 2021 and March 2, 2021, at 7:00, and WHEREAS, the Public Hearing Notice for this application was published in the Town's official newspaper the "Gazette", and WHEREAS, the subject Public Hearing Notice was mailed to adjacent and across the street property owners, and the subject property was posted with a sign giving notice of the public hearing, and (continued on page 2) Page 6 Res. 8-22 page 2 WHEREAS, the applicant is proposing to construct an approximately 2.3 MW solar energy system with approximately 5,300 solar panels, a service road, significant landscaping and Avenue, and stormwater facilities with access to the site from Lexington Avenue, WHEREAS, the Planning Board was Lead agent for the subject application and conducted a coordinated review of the subject application with interested and involved agencies, and WHEREAS, the Planning Board has considered the trees to be removed and trees to be planted as per the Town Tree Ordinance, Chapter 283 of the Town Code, and WHEREAS, as required by Chapter 283 (Trees) of the Town of Cortlandt Code the trees on the subject site were inventoried as to health, size and species and a complete Tree Inventory and Assessment report was submitted by the Town's Consulting Arborist, Weston & Sampson dated October 14, 2020, and WHEREAS, the subject inventory found approximately 65% of the forest to be in good/fair condition with over 3,100 trees located within the designated survey area with several oak, beech, birch, red maple, sugar maple, and tulip trees with approximately 1,200 of the trees to be non-native or in poor condition or dead, and WHEREAS, the subject project proposes to remove approximately 2,000 regulated trees leaving approximately 1,100 trees on the subject property and WHEREAS, the applicant submitted a complete landscape and tree re-planting plan including the planting of 206 trees and 64 shrubs including an evergreen buffer to buffer the nearby residences along Baron De Hirsch Rd., and WHEREAS, the applicant, in order to further buffer and mitigate potential visual impact to the adjacent abutting property owners on the western side of the subject property, is proposing a conservation easement to guarantee the protection of the existing vegetation, and (continued on page 3) (continued Page 7 Res. 8-22 page 3 WHEREAS, as required by the Town's Solar Energy Systems Law the applicant is also required to provide a vegetation management plan with perennial vegetation and foraging beneficial to wildlife, and WHEREAS, based on accepted past practice with respect to planting plans and the methodology A. l O F 3 of the of counting trees and crediting the planting of shrubs, and as per Section 255-8 A.10 Town Code, there is shortfall of 693 trees on the subject site and a contribution shall be required to the Town's Environmental Fund, and WHEREAS, the wetlands on the subject parcel were delineated both by the applicant's consultant, Maser Consulting, the Town's Consulting Wetland Ecologist Norbert Quenzer Jr. and by the New York City Department of Environmental Protection (NYCDEP) and a delineation and report was submitted to the Planning Board by the Town's consultant on October 16, 2020, and WHEREAS, there is no impact to wetlands by the proposed development, and WHEREAS, approximately 14,138 square feet of wetland buffer disturbance is required for the construction of the proposed entrance road to the site and the applicant is proposing to mitigate the wetland buffer impact by providing 14,100 sq. ft. of wetland mitigation plantings made up of north American hay, high blush blueberry and maple leaf viburnum, and WHEREAS, the Planning Board reviewed the proposed impacts to the existing wetland buffer from the modified proposal and with the associated wetland plantings, landscape improvements, and with the requirement of a 5-year monitoring protocol as per Town Code Section 179-6, "Criteria for approval, disapproval or approving with modifications" of the Town of Cortlandt Code, and WHEREAS, the applicant is proposing to disturb approximately 4.85 acres of regulated steep (continued on page 4) (continued Page 8 Res. 8-22 page 4 slope for the construction of the subject project, and WHEREAS, the Planning Board reviewed the proposed impacts to steep slopes as per the requirements of Section 259-6 "Standards of Approval", Steep Slopes, and WHEREAS, the New York State Department of Environmental Conservation (NYSDEC) completed a wetland validation on site and has jurisdiction over an approximately 1.28-acre comer of the property and that is located wetland (Wetland WB) that is located in the southwest corner outside of the area of any proposed disturbance to the wetland itself or to the 100' wetland buffer, and WHEREAS, as required by Chapter 255-8 A 10 f 1 of the Town's Solar Ordinance the applicant completed the required visual assessment and submitted a series of before and after visual simulations, and WHEREAS, the applicant has submitted a Stormwater Pollution Prevention Plan (SWPPP) dated June 7, 2022 prepared by Alan L. Pilch PE, RLA and the subject site plan has been revised to show stormwater treatment facilities, and WHEREAS, the subject SWPPP must be approved by the New York City Department of Environmental Protection (NYCDEP), and WHEREAS, the subject application was referred to the Town of Cortlandt Conservation Advisory Council (CAC), the Town Engineering Division, the Town Code Enforcement Division, the Fire Advisory Board, Westchester County Department of Planning, New York City Department of Environmental Protection, New York State DEC, the New York State Office of Parks, Recreation and Historic Preservation (OPRHP), the U.S. Fish & Wildlife Service, the Town of Yorktown, and WHEREAS, the Planning Board conducted a site inspection of the subject property. (continued on page 5) (continued Page 9 Res. 8-22 page 5 NOW THEREFORE BE IT RESOLVED, that pursuant to Section 617.7 of the SEQR Regulations, as stated in this Resolution and throughout the course of this application as contained in the minutes of the public hearing and other regular meetings of the Planning Board, the Planning Board considered the impacts which may be reasonably expected to result from the proposed action by comparing them against the applicable criteria, and WHEREAS, the Planning Board reviewed the proposed environmental impacts and proposed mitigation of those impacts in Parts II and III of the Environmental Assessment Form and adopted a Negative Declaration on July 6, 2021, affirming that there will be no significant adverse Environmental impact from the proposed project as shown on the project drawings, as conditioned by this resolution and as described in Parts II & III of the Environmental Assessment Form and therefore no Environmental Impact Statement is required, and NOW THEREFORE BE IT RESOLVED, that pursuant to Section 617.7 of the SEQR Regulations, as stated in this Resolution and throughout the course of this application as contained in the minutes of the public hearing and other regular meetings of the Planning Board, the Planning Board considered the impacts which may be reasonably expected to result from the proposed action by comparing them against the applicable criteria, and FURTHER BE IT RESOLVED that the application of Cortlandt CSG LLC for the property of 202 _Cortlandt, Cortlandt, LLC for Planning Board approval of a Site Development Plan pursuant to Chapter 307 (Zoning) and for Wetland, Steep Slope and Tree Removal Permits for the construction of a proposed Solar Energy System as shown on a 9 page set of drawings entitled "Site Development for Cortlandt CSG LLC" prepared by Cronin Engineering, P.E., P.C. latest revision dated June 1, 2022 is APPROVED subject to the conditions listed below and that the Chairman of the Planning Board be authorized to endorse approval on said Site Development (continued on page 6) (continued Page 10 Res. 8-22 page 6 Plan upon compliance by the applicant with such conditions as listed below, and FURTHER BE IT RESOLVED that approval of said Special Permit and Site Development Plan shall be valid only as codified in Section 255-10 of the Town Code and if the owner fails to complete substantial construction after 24 months the approvals shall expire. CONDITIONS AND MODIFICATIONS: 1. The applicant shall receive the required Special Permit from the Town Board as per Section 255-8 (A) of the Town Code. 2. Add the attached revised signature block to the first page of the subject drawing set. 3. After the issuance of the required Special Permit from the Town Board and the meeting modincations below obtain the required signatures from of all enumerated conditions and modifications the Planning Board Chairperson, the Planning Director, the Director of Environmental Services and the Town Consulting Engineer on a mylar of the subject drawing and mylar submit (a) four paper prints and the following the receipt of all signatures on the mlar mylar of said signed drawings to the Planning Office, (b) Submit an as-built survey in format. AutoCAD file in digital format. 4. Obtain the signature of the Receiver of Taxes on an appropriate form indicating that taxes on the subject property have been paid. 5. The applicant is advised that the conditions of this approval must be satisfied and the site plan drawing signed by the Planning Board Chairman and any required permits obtained prior to beginning any related work on the subject property. 6. All permits from outside agencies having approval authority (i.e. NYSDEC, NYCDEP, Army Corps, SHPO, U.S. Fish & Wildlife, etc.) shall be submitted prior to the Planning (continued on page 7) (continued Page 11 Res. 8-22 page 7 Board Chairperson signing the subject site plan. 7. Prior to the Chairperson signing the subject site plan the applicant shall prepare a wetland mitigation and monitoring plan, to be approved by the Town wetland consultant, for the proposed plantings and enhancements associated with the wetland enhancement. The mitigation and monitoring plan shall include the monitoring, maintenance and S years minimum to replacement of wetland vegetation after construction for a period of 5 the satisfaction of the Planning Director and the Town's Consulting Engineer. The applicant shall submit payment to the Town in the amount of $5,000 to fund this monitoring protocol. 8. Payment to the Town of an inspection fee in the amount of 5% of the construction costs based on an itemized breakdown of all on-site construction work that is subject to Town inspection. 9. The applicant shall submit a Decommissioning Plan for the property as required by Chapter 255 A-8 -C —C of the Town Code, including the required funding for the plan, to the satisfaction of the Planning Director, the Town's Consulting Engineer and the Town Legal Department. 10. Construction details shall be added to the approved drawing set to the satisfaction of the Director of Code Enforcement and the Town's Consulting Engineer. 11. 11. Prior to the Chairperson signing the site plan a Final Storm Water Pollution Prevention Plan designed in compliance with Chapter 262 of the Town of Cortlandt Town Code and the NYSDEC Storm Water Design Manual and with the approval of the New York City Department of Environmental Protection (NYCDEP) shall be submitted for approval by the Town's Consulting Engineer. (continued on page 8) Page 12 Res. 8-22 page 8 1 of the drawing set "The Special Permit and Site Plan 12. Add the following note to sheet 1 approval for a solar energy system shall be valid for a period of 12 months, provided that a building permit is issued for construction". 13. Prior to the Chairperson signing the site plan drawing, a security or bond equal to 2 times the cost of all plantings shall be provided pursuant to Chapter 283.10 of the Town Code. The security or bond shall be kept in place for a period of 24 months from the date of issuance of a certificate of occupancy. This security shall also include the cost of all soil and erosion sedimentation control measures and be considered the security as required by Town Code Chapter 307-73.1. a. Provide a watering plan for the proposed landscaping and submit a monitoring protocol with goals and deadlines for planting. Reports shall be submitted by a licensed landscape architect, arborist or individual deemed acceptable by the Director of the Planning Department and the Town's Consulting Engineer every six (6) months through the 2-year monitoring period. 14. Prior to the Chairperson signing the subject site payment of $103,950 to the Town's Environmental Restoration Fund is required. 15. Submit the conservation easement document in a recordable form to the satisfaction of the Director of Planning, Town Consulting Engineer and the Town Legal Department. Prior to the issuance of a certificate of compliance, provide an updated property survey of the proposed conservation easement with metes and bounds, provided by a licensed professional surveyor, to be filed in the Westchester County Clerk's Office, Division of Land Records. In addition, the applicant shall fund a $5,000 escrow account to cover the monitoring of the conservation easement for a period of 5 years. The boundaries of the (continued on page 9) (continued Page 13 Res. 8-22 page 9 conservation easement as shown on the subject drawing shall be delineated in the field to the satisfaction of the Planning Director and the Town's Consulting Engineer. 16. Prior to the issuance of a building permit, the property owner shall enter into a Stormwater Management Facilities maintenance agreement and a Stormwater Management Facilities inspection and maintenance easement. Adopted: July 12, 2022 Cortlandt Manor, New York Filed in the Office of the Town Clerk and Planning Board this I3'I )f\\ day of July, 2 2. Ke oe Chris Kelioe Clerk to the Planning Board Page 14 Local Law No. ___ of 2026 (OMNIBUS ZONING TEXT AMENDMENTS) Section 1: Legislative Intent Periodically, the Supervisor and Town Board ask staff to review the Zoning Code and associated provisions in other chapters of the Town Code to ensure that the Code remains modern, friendly to business, and responsive to the concerns of residents. The following amendments seek to make improvements and clarifications to the Town Code. Section 2: Amendments to Section 77-23 of the Town Code The text of Section 77-23: Extensions of Approvals shall be amended and replaced with the following: Section 77-23: Extensions of Approvals A. Any request by an applicant for an extension of an approval previously granted must be received prior to the expiration of the existing approval. B. Site plan approvals are valid for one (1) year from the date first granted and may be extended for up to four additional one-year increments, provided that the applicant provides an update with pertinent information and explains extenuating circumstances resulting in the need for the extension, documented to the satisfaction of the Planning Board. In addition, any applicant seeking time extensions hereunder will be required to comply with any new laws or rules that have been adopted since the original date of approval or subsequent extensions. C. Preliminary subdivision plat approvals are valid for six (6) months from the date first granted and may be extended for up to five (5) additional 6-month increments, and shall expire following these extensions unless the Planning Board deems that there was a justifiable circumstance warranting additional extension periods. In addition, any applicant seeking time extensions hereunder will be required to comply with any new laws or rules that have been adopted since the original date of approval or subsequent extensions. The length of final plat approval shall be as prescribed by state law. D. Any subdivision approval or site plan approval which has expired may only be reconsidered by the Planning Board following the resubmission of a new application and all associated documents and fees, and a new public hearing held by the respective Board, where applicable. E. Applications pending before the Planning Board and the Zoning Board of Appeals shall be deemed to be dormant and thus withdrawn by the applicant if the application does not appear on a Board agenda with new or additional information for a period of two (2) years or more (including those applications awaiting submission of a DEIS). Said time period may not be extended by the Board. Furthermore, the Board may fix a shorter period of time. 1 Page 15 Section 3: Amendments to Section 168-2 of the Town Code The text of Section 168-2 Recreation fee imposed shall be amended and replaced with the following language: Every new residential unit/lot created within the Town via any method (subdivision, site plan, special use permit) shall pay a recreation fee in the amount indicated on the Town’s Master Fee List in force at the time of creation of the new residential unit(s). If created by subdivision where a residential unit already exists on the parent parcel, the fee shall be due and payable for each and every residential unit created over and above the existing unit. Section 4: Addition of Section 179-4(J) Section 179-4: Activities Permitted by Right, pertains to activities permitted by right within wetlands and wetland buffer areas. It includes the following text in its introductory sentence: “The following activities permitted by right within wetlands and wetland buffer areas, which might otherwise be construed as being encompassed by § 179-3 hereof, are excluded therefrom”. The following shall be added as Section 179-4(J): Change of use or occupancy on a site containing wetlands or wetland buffer areas where the site is already developed and where any related site modifications and/or construction do not result in a net increase to impervious surfaces, unless further compliance with this chapter is deemed required by Town reviewing staff. Section 5: Amendments to Section 179-5(A)(3): Section 179-5: Determination of boundaries; compliance required; permit application and procedures contains subsections A-H. The text of Section 179-5(A)(3) shall be amended and replaced with the following text: As a policy, the determination and delineation of wetlands will only be conducted during the growing season, as determined by a qualified professional. Wetland delineations older than five (5) years must be re-delineated if a parcel is under review for Town-issued approvals/permits, to the satisfaction of the approving authority. Section 6: Amendments to Section 245-2 Definitions: The definition for “Sign, Area of” shall be amended to read as follows: 2 Page 16 SIGN, AREA OF The entire area within a single continuous perimeter enclosing the extreme limits of writing, representation, emblem or any figure of similar character, together with any frame or other material or color (including any wash of light extending out from sign illumination) forming an integral part of the display or used to differentiate such sign from the background against which it is placed and, for freestanding signs, excluding the necessary supports or uprights on which such sign is placed provided that the support structure is subordinate to the sign, is no taller than 30 inches from ground level if a monument-style sign, does not contain any signs, and is of a neutral material/color. Where a sign has two or more faces, the area of all faces shall be included in determining the area of the sign, except that where two such faces are placed back-to-back and are at no point more than two feet from one another, the area of the sign shall be taken as the area of one face if the two faces are of equal area, or as the area of the larger face if the two faces are of an unequal area. Section 7: Amendments to Attachment 3, Table of Dimensional Regulations, Residential Districts The existing Section 307 Attachment 3, Table of Dimensional Regulations, Residential Districts shall be removed and replaced with the updated table annexed to this Local Law. Section 8: Delete 307 Attachment 4, Table of Dimensional Regulations, Maximum Floor Area in Residential Districts The existing 307 Attachment 4, Table of Dimensional Regulations, Maximum Floor Area in Residential Districts shall be deleted and shall not be replaced. Section 9: Amendments to Section 307-4 Definitions A. The definition for “Accessory Dwelling unit (ADU), Attached” shall be amended to read as follows: DWELLING UNIT (ADU), ATTACHED ACCESSORY An accessory use consisting of a subordinate dwelling unit attached to or created within an existing single-family dwelling, that provides basic requirements for living, sleeping, cooking, and sanitation. B. The definition for “Accessory Dwelling Unit (ADU), Detached” shall be amended to read as follows: DWELLING UNIT (ADU), DETACHED ACCESSORY An accessory use consisting of a subordinate dwelling unit in a detached accessory structure located on the same lot as a single-family dwelling, that provides basic requirements for living, sleeping, cooking, and sanitation. C. The definition for “Basement” shall be amended to read as follows: BASEMENT 3 Page 17 That space of a building which has more than half its height, measured from floor to ceiling, below the average established curb level or finished grade of the ground adjoining the building. D. The definition for “Bedroom” shall be deleted from Section 307-4 of the Town Code. E. The definition for “Cellar” shall be deleted from Section 307-4 of the Town Code. F. The definition for “Dwelling” shall be amended as follows: A structure designed or used primarily for residential occupancy, containing one or more dwelling units, but not including rooming houses, hotels, camps, mobile homes or other structures or equipment for temporary lodging. G. The definition for “Dwelling, Single-Family” shall be amended to read as follows: DWELLING, SINGLE-FAMILY A detached building, other than a mobile home or temporary structure, containing one dwelling unit, or one dwelling unit and one attached accessory dwelling unit (ADU). H. The definition for “Dwelling Unit” shall be amended to read as follows: DWELLING UNIT A building or portion thereof providing complete housekeeping facilities for one or more persons living together and maintaining a common household. I. The definition for “Flag Lot” shall be added to the Code and read as follows: FLAG LOT A lot which has its buildable area (the so-called "flag") located behind another lot, either existing or proposed, and which derives access by means of a narrow strip of land (sometimes referred to as "the flagpole") which has frontage on a street. A flag lot allows the potential for the creation of two lots, one generally behind the other, which derive access from the same street. J. The definition for “Floor Area, Gross” shall be amended to read as follows: FLOOR AREA, GROSS: The total area of all floors or accessible levels of a building as measured to the perimeter of the exterior faces of the walls, with no deduction for corridors, stairs, closets, thickness of walls, columns or other features. Finished attics and basements shall be counted as part of gross floor area. K. The definition for “Floor Area Ratio” shall be deleted. L. The following definition for “Footprint, Building” shall be added to the Town Code: 4 Page 18 FOOTPRINT, BUILDING The area of a building measured from the exterior surface of the exterior walls at grade level, exclusive of cantilevered portions of buildings and temporary structures. Where a building is elevated above grade level, the building footprint is the area the building would cover if it were located at ground level. M. The following definition for “Height, Story” shall be added to the Town Code: HEIGHT, STORY The vertical distance from top to top of two successive finished floor surfaces; and, for the topmost story, from the top of the floor finish to the top of the ceiling joists or, where there is not a ceiling, to the top of the roof rafters. N. The definition for “Lot, Corner” shall be amended to read as follows: LOT, CORNER A lot at the intersection of and abutting on two or more intersecting streets or highways, as said term appears in §280-a of the New York State Town Law. O. The following definition for “Lot Coverage” shall be added to the Town Code: LOT COVERAGE That portion of a lot covered by the combined area of all buildings, structures, and all other impervious surfaces that prevent or impede the entry of water into the soils including but not limited to roads, parking lots, parking areas, driveways, sidewalks, walkways, decks, patios, pools, sport courts, compacted travel ways, asphalt millings, and all man-made surfaces regardless of their claimed permeability. P. The definition for “Lot Depth” shall be deleted from Section 307-4 of the Town Code. Q. The definition for “Lot Line, Front” shall be amended to read as follows: LOT LINE, FRONT The lot line which separates a lot's front yard from a street or highway right-of-way. For flag lots, the front lot line is the line of the “flag” portion of the lot closest and most parallel to the street accessed by the lot; this would typically be the bottom of the flag. The base of the “flag pole” is not considered the front lot line. R. The definition for “Lot Width” shall be amended to read as follows: LOT WIDTH The distance between the side lot lines as measured across the required front yard minimum setback line. S. The definition for “Yard, Front” shall be amended to read as follows: The yard lying between the front lot line and the principal building. See “lot line, 5 Page 19 front.” Each lot shall only have one front yard, except for the purpose of determining setbacks for a principal structure on a corner lot (see §307-18(G)). Section 10: Amendments to Section 307-8(C) of the Town Code Section 307-8. Conformance required has several subsections. The text of Section 307-8(C) of the Town Code has led to debate an application for a determination to the Zoning Board of Appeals. The language of Section 307-8(C) shall be amended and replaced with the following language: Any lot with an area less than that prescribed for a lot in the district in which such lot is situated, when the owner thereof owned adjoining land on or after the effective date of this chapter or any subsequent amendment which increases the required lot area for such parcel, shall be deemed to have merged with said adjoining land to form a single parcel. If all adjoining lots under common ownership are merged but still do not meet the minimum lot area requirements, the lots are still considered merged into a single parcel; in such cases, the parcel’s lot area will be considered in conformance and will not require relief from the ZBA for lot area. However, all other dimensional requirements must either be met or relief from those requirements must be sought from the Zoning Board of Appeals. Section 11: Amendments to Section 307-17: Table of Dimensional Regulations The text of Section 307-17 shall be amended to read as follows: Regulations regarding minimum lot area, minimum lot width, yards, maximum height, and maximum lot coverage are set forth on the Table of Dimensional Regulations. Additional dimensional regulations are contained in § 307-18 and in Article VII. Section 12: Amendments to Section 307-18(G) The existing text in Section 307-18(G) is about “Additional density and design standards for land to be subdivided”. This language is more appropriate for the Town’s subdivision chapter (Chapter 265 of the Town Code). Because of this, the current language in Section 307-18(G) shall be deleted and moved to create a new Section 265-19(M). In addition, the following shall be added as Section 307-18(G), in place of the text being moved to Section 265: §307-18(G): Corner Lots. (1) On a corner lot, all yards fronting a street or highway are considered front yards for the purpose of determining setbacks for the principal structure. 6 Page 20 (2) Only one yard, as determined by the Director of Code Enforcement or designee, will be considered the front yard for the purpose of determining allowable locations for accessory structures. (3) The minimum setback for accessory structures in the determined side yard with frontage on a street or highway shall be the lesser of double those of the underlying zoning district or the required front yard. Section 13: Creation of new Section 307-18(H) and deletion of Section 307-18(D)(2) a) Addition of new Section: The following shall be added as a new Section within Section 307-18 Supplementary Dimensional Regulations: §307-18(H) Accessory structures and impervious surfaces within setbacks. Non-structural freestanding walls, retaining walls, patios, and impervious surfaces may be constructed within setbacks pending review and approval the Director of the Department of Technical Services (DOTS) or designee to verify compliance with applicable building codes as well as for drainage adequacy. b) Deletion: The text of Section 307-18(D)(2) shall be deleted and shall not be replaced. The following text shall be deleted and replaced with the word “Reserved”. Text to be deleted: Any proposed retaining wall with an exposed face greater than four feet in height and any proposed impervious surfaces within 20 feet of a lot line must be approved by the Town Engineer or his designated representative for drainage adequacy. Section 14: Creation of a new Section 307-18(I): Flag Lots The following shall be added as a new Section to the Town’s Zoning Chapter: §307-18(I): Flag lots. (1) Flag lots may only be created if it is shown to the satisfaction of the Planning Board that the parcel has an environmental or topographical hardship which prevents a non-flag-configured division of the property. Furthermore, it must be shown to the satisfaction of the Planning Board that the proposed flag lot will not, for reason of flooding, inadequate drainage, adverse soil or rock formation, unfavorable topography, or for any other reason, be harmful to the health, safety or welfare of the property owner, adjacent landowners, or the community. (2) No more than one flag lot may be created through the division of a single parcel. (3) Each flag lot shall provide at least 50 feet of frontage along the street, and the width of the strip of land ("flagpole") connecting the buildable portion of the 7 Page 21 flag lot with the street shall be at least 50 feet along its entire length. (4) The area of the access strip (the "flagpole") shall not be included in calculating minimum lot area. (5) The area of the main buildable portion of the lot, excluding the access strip, shall conform to all other bulk regulations in the underlying zoning district. Section 15: Creation of a new Section 307-18(J): Temporary Encroachments. The following shall be added as a new Section to the Town’s Zoning Chapter: Section 307-18(J): Temporary Encroachments. Temporary encroachments into a non-disturbance area of up to 20% of the depth of the non- disturbance area are permitted during construction so long as the disturbed area is restored to a condition acceptable to the Director of the Department of Technical Services, the Town Attorney, and the Director of Planning & Community Development. Section 16: Amendments to Section 307-42(B) Section 307-42: General Conditions and Standards pertains to special permits. The text of Section 307-42(B) shall be amended to read as follows: In addition to the general standards for special permits set forth above and additional standards set forth elsewhere in this chapter for specific uses, the approving board may, as a condition of approval of such use, establish any other conditions and requirements as it may deem necessary or appropriate to promote the public health, safety and welfare, including but not limited to hours and days of operation, additional on-site parking, and arrangements for security and supervision. Section 17: Amendments to Section 307-45 Accessory Dwelling Unit (ADU) Section 307-45 of the Town Code contains provisions pertaining to Accessory Dwelling Units. Section 307-45(C)(5) has dimensional requirements. The amended text of Section 307-45(C)(5) is in bold below: 5. Dimensional Requirements: a. The Accessory Dwelling Unit shall not exceed 800 square feet of gross floor area or 40% of the gross floor area of the single-family dwelling, whichever is less, except that an Attached ADU proposed wholly within the basement of an existing single-family dwelling may encompass the footprint of the structure even if it exceeds 800 square feet provided it shall not exceed 40% of the gross floor area of the single-family dwelling. 8 Page 22 b. Maximum number of bedrooms in an accessory dwelling unit is two bedrooms. c. For Detached ADUs, minimum yard setbacks apply except where an existing accessory building encroaches into the minimum side and/or rear yard setbacks by no more than 10%, such encroachment can be waived by the Planning Board as a de minimis encroachment during the special permit review process to permit a Detached ADU, and the applicant would not need to obtain a variance from the ZBA for the encroachment. To be eligible for this exception, the existing accessory building shall have a certificate of occupancy/compliance issuance date at least five (5) years prior to when application is made for the Detached ADU. d. No Detached ADU shall be located in a required front yard or corner lot side yard that faces the public street. e. The maximum height of the structure containing a Detached ADU shall not exceed the height of the structure containing the principal residence on the lot. Section 18: Amendments to Section 307-48: Business and professional offices and two-family dwellings in transitional locations. There have been questions that have recently arisen about whether Section 307-48 applies to medical uses. After reviewing the existing section, the language of Section 307-48 should be updated including the title of the section. The language shall be updated as follows: Section 307-48. Business, medical, and professional offices and two-family dwellings in transitional locations. A. Purpose. Recognizing that the potential for conflict between incompatible land uses is greatest at the boundary between residential and nonresidential districts, it is the purpose and intent of this section to provide for and encourage low-intensity office uses and two-family dwellings in locations where they can contribute to an orderly transition between commercial uses and residential uses. To ensure any medical office use in transitional locations remains a low-intensity use, additional requirements regarding maximum gross square footage and number of parking spaces are included, and shall not be varied by the Zoning Board of Appeals. B. Standards and conditions. (1) Uses. Business, medical, and professional offices and two-family dwellings located entirely within a building, including accessory uses thereto, are permitted. Retail sales of goods or services and storage of products are prohibited. Signs shall be permitted as specified in Chapter 245, Signs, of the Town of Cortlandt Code. (2) Location. Business, medical, and professional office uses and two-family dwellings as regulated by this section may be permitted only in transitional locations as defined by this chapter. 9 Page 23 (3) Dimensional requirements. Minimum lot area, width and yard dimensions and maximum lot coverage and building height shall be as follows: (a) For business, medical, and professional offices: as specified for a single-family dwelling in the district in which the proposed office use is located. 1. In addition, the gross square footage permitted for a medical office use shall not exceed 2,000 square feet. (b) For two-family dwellings: as specified for a two-family dwelling in the RG District. (4) Parking. A parking plan showing parking areas, landscaping and adjacent uses shall be submitted as part of the application for a special permit. Off- street parking shall be provided as required by this chapter except that parking for a medical office shall not exceed ten (10) total spaces. Parking areas shall not be located in front yards, unless the permit-granting authority finds that the parking requirement cannot be satisfied by locating the required parking spaces in side and rear yards. In such cases, no more than 50% of the required parking spaces may be located in front yards. (5) Screening. Parking areas shall be screened along all lot lines adjacent to other lots in residential districts by fencing and planted materials in a manner such that the visual impacts of such areas upon adjacent properties are minimized. (6) Residential appearance. In cases where alterations are to be made to the building facade, facade renderings showing the proposed alterations are to be submitted as a part of the application for a special permit. Existing and proposed buildings shall maintain a residential appearance to the extent feasible in the judgment of the permit-granting authority. In making this judgment, the permit-granting authority shall consider the following: (a) Front, side or rear building elevation visible from a street, including the size and arrangement of doors, windows, porticos, garages, chimneys or other openings or breaks. (b) Other significant design features, such as but not limited to materials, color, roof shape, exposed mechanical equipment, service and storage enclosures, signs, landscaping, retaining walls, dividing walls, fences and lighting posts. 10 Page 24 Section 19: Amendments to Article XI of Chapter 307 of the Town Code a) The title, Article XI: Additional Special Permit Standards and Conditions for Specific Uses, shall be renamed as follows: ARTICLE XI: SUPPLEMENTAL REGULATIONS b) Addition of Section 307-44.1. Applicability. The following shall be added to the Town Code: Section 307-44.1. Applicability. The uses listed below shall be subject to such additions, exceptions, and/or modifications as provided herein by the following supplemental regulations. These supplemental regulations shall apply in all cases, whether the use is permitted as-of- right or requires a special permit. c) Deletions The following provisions shall be eliminated from the Code: i. Section 307-61: Junkyard: Remove Section 307-61(A)(9) Text to be removed: Permit duration and renewal. Permits shall be issued conditionally for three-year periods upon a showing of compliance with the terms and conditions of this chapter and the special permit during the preceding permit period. ii. Section 307-65.2: Bed-and-breakfast establishments: Remove Section 307-65.2- (B)(10) Text to be removed: Permit period and renewal. The special permit shall be granted for a period of three years and may be renewed for additional three-year periods. An application for renewal of the special permit shall be made to the Code Enforcement Department on a form provided by that department and with a fee in an amount set forth in a fee schedule adopted by the Town Board. The Code Enforcement Department shall reissue the permit if inspection of the premises finds it to be in compliance with all applicable codes, the requirements of this section and the provisions of the original approval. Should the Code Enforcement Department find that the premises are not in compliance with all applicable codes, they shall initiate appropriate enforcement procedures. iii. Section 307-65.3: Private nature preserves open to public: Remove Section 307-65.3- (B)(8) Text to be removed: Permits hereunder shall be issued for terms of five years and may be renewed by the Planning Board. Anytime prior to the expiration of any permit issued hereunder upon receipt of a request for renewal by the property owner and/or revision of such permit, and upon publication and notice as provided in § 307-41B and C of this chapter, the Planning Board will schedule a public hearing to be held to consider the renewal of any permits hereunder for an additional five-year period or the revision of any 11 Page 25 such permit. Upon a finding that the permit holder has substantially complied with the prior permit, the Planning Board may extend the permit for an additional five-year period. The same renewal process shall occur for any permit or renewal granted hereunder. iv. Section 307-65.4: Conversion of existing structure to licensed nursery/day care center: Remove Section 307-65.4(C)(9) Text to be removed: Permits hereunder shall be issued for terms of five years and may be renewed by the Planning Board. Anytime prior to the expiration of any permit issued hereunder, upon receipt of a request for renewal by the property owner and/or revision of such permit, and upon publication and notice as provided in § 307-41B and C of this chapter, the Planning Board will schedule a public hearing to be held to consider the renewal of any permits hereunder for an additional five-year period or the revision of any such permit. Upon a finding that the permit holder has substantially complied with the prior permit, the Planning Board may extend the permit for an additional five-year period. The same renewal process shall occur for any permit or renewal granted hereunder. v. Section 307-65.5: Contractor’s Yard: Remove Section 307-65.5(N) Text to be removed: Permit duration and renewal. Permits shall be issued conditionally for a three-year period upon a showing of compliance with the terms and conditions of this chapter and the special permit during the preceding permit period. vi. Section 307-65.6: Specialty Trade Contractors: Remove Section 307-65.6(J) Text to be removed: Permit duration and renewal. Permits shall be issued conditionally for a three-year period upon a showing of compliance with the terms and conditions of this chapter and the special permit during the preceding permit period. Section 20: Amendments to Section 307-81: Dimensionally nonconforming structures containing conforming use The language of Section 307-81 of the Town Code shall be updated to make clear that this section only applies to the principal residential use. The language shall be updated to read as follows: A dimensionally nonconforming structure containing a conforming use may be enlarged, extended, reconstructed or restored as of right subject to the property owner obtaining all necessary permits, provided that such action would not increase the degree of any existing dimensional nonconformity nor create any new nonconformity with respect to the requirements set forth in this chapter. This provision only applies to principal residential uses. Section 21: Amendments to Section 307-96.1: Annsville Waterfront Enhancement District A. Section 307-96.1-(E)(17): “Exterior Lighting” shall be deleted. B. The text of Section 307-96.1-E(19) “Waterfront promenade” contains the word “corroboratively”, which should be changed to “collaboratively”. 12 Page 26 Section 22: Severability If any provisions of this local law are held to be unconstitutional or otherwise invalid by any court of competent jurisdiction, the remaining provisions of the local law shall remain in effect. Section 23: Effective Date This local law shall take effect immediately upon filing with the Secretary of State. BY ORDER OF THE TOWN BOARD OF THE TOWN OF CORTLANDT LAROUE ROSE SHATZKIN, TOWN CLERK Adopted July 21, 2026 At a Regular Meeting Held at Town Hall 13 Page 27 307 Attachment 3 Table of Dimensional Regulations, Residential Districts (1) § 307-17, Zoning Town of Cortlandt [Amended 2-14-1995; 8-12-2003; 4-11-2006; 5-15-2007 by L.L. No. 9-2007; 4-16-2024 by L.L. No. 4-2024; 7-15-2025 by L.L. No. 4-2025] Minimum Yard Maximum Minimum Minimum Lot Coverage Maximum Height Front Side Rear Lot Area Lot Width (percentage of Lot (feet) (feet) (feet) Zoning District Lot/Use Specifics (square feet) (feet) (feet) (8, 9) Area) 653,400 CROS 500 35 50 50 30 5% (15 acres) R-80 80,000 200 35 50 40 30 15% R-40 40,000 150 35 50 30 30 20% Standard lot 40,000 150 30 20% R-40A Existing lot for 35 50 30 20,000 100 15 30% 2-family dwelling R-20 20,000 100 35 35 15 30 30% R-15 15,000 80 35 30 10 25 40% R-10 10,000 75 35 25 6 20 45% Single-family dwelling 7,500 60 50% R-G 40 25 6 20 2-family dwelling 10,000 70 45% Not to exceed height Accessory building containing See Note See Note of principal building ADU (7) (7) on same lot All residential districts Shed, detached garage, or other accessory building not containing See Note (4) Not permitted 6 6 an ADU in front yard See Notes (2) and (3) All other accessory structures (pool, deck, coop, sport See Note See Note See Note (4) court, patio, playground (5) (6) equipment, etc) NOTES: (1) See supplementary dimensional regulations in §307-18. (2) Except as noted, accessory structures with less than 25 square feet of floor area are exempt from these requirements. This exemption does not apply to compressors, condensors, generators, above- or below-ground storage tanks, or battery energy storage systems (BESS). (3) The total footprint of all accessory structures shall not exceed the footprint of the principal building, and no single accessory structure shall have a footprint that exceeds 70% of the footprint of the principal building. (4) Maximum height of seventeen (17) feet to the highest point of the structure. See §307-18.F(2) for exemptions to height calculation. (5) Minimum side yard setbacks apply. (6) Minimum rear yard setbacks apply except as follows: - In the R-G and R-10 districts, the rear yard setback for an accessory structures is 6 feet. - In the R-15 and R-20 distrcts, the rear yard setback for an accessory structres is 10 feet. (7) Minimum yard setbacks apply to ADUs except where an existing accessory building encroaches into the minimum side and/or rear yard setbacks by no more than 10%, such encroachment can be waived by the Planning Board as a de minimis encroachment during the special permit review process to permit a detached ADU, and the applicant would not need to obtain a variance from the ZBA for the encroachment. To be eligible for this exception, the existing accessory building shall have a certificate of occupancy/compliance issuance date at least five (5) years prior to when application is made for the detached ADU. (8) Except in the R-G district, the maximum height of each story shall not exceed twelve (12) feet. (9) See §307-18(F) for additional regulations regarding building height. Page 28 SIGNS 245 Attachment 2 Table 2 Signs Permitted in HC and CD Districts for Sites with Multiple Tenants Town of Cortlandt [Amended 8-13-1996; 6-12-2018 by L.L. No. 6-2018] Site With 500,0001,2 Square Feet or Greater or Sites Site With at Least1 Located on Cortlandt Site With Less Than 100,000 Square Feet but Boulevard Greater Than 100,000 Not More Than 499,999 120,000 Square Feet Square Feet Square Feet* Freestanding Plaza/Property Identification Signs Maximum number 1 2 3 Maximum height 16 feet 20 feet 24 feet Minimum sign size 8 square feet 24 square feet 2 signs, no 1 of which may 3 signs, no 1 of which may exceed 50 square feet or; 1 exceed 100 square feet or; 2 sign which may not exceed signs no 1 of which may 75 square feet exceed 120 square feet; or 1 sign which may not exceed 150 square feet Maximum sign size If plaza identification sign includes space(s) for individual business sign(s), the plaza identification portion of the sign does not count against the maximum sign size of the freestanding sign, provided it is less than 15% of the total sign area reserved for the individual business signs. *Address numbers are considered as part of the plaza identification sign Business wall signs 3,4 1 square foot per 1 linear 1 square foot per 1 linear Satellite store: (less than foot of building frontage foot of building frontage up 25,000 sq. ft of floor space) 1 up to a maximum of 80 to a maximum of 80 square square foot per 1 linear foot square feet feet of building frontage up to a maximum of 80 square feet Major store: (25,000 to 100,000 sq. ft. of floor space) Maximum of 120 sq. ft. and a maximum letter height of 3 feet Anchor store: (more than 100,000 sq. ft. of floor space) Maximum of 160 sq. ft. and a maximum letter height of 4 feet Page 29 Site With 500,0001,2,3 Square Feet or Greater or Sites Site With at Least1,2 Located on Cortlandt Site With Less Than 100,000 Square Feet but Boulevard Greater Than 100,000 Not More Than 499,999 120,000 Square Feet Square Feet Square Feet* Awning signs 6-inch cut letters on 6-inch cut letters on awning 6-inch cut letters on awning awning valance, tenants valance, tenants name can valance, tenants name can be name can be repeated up be repeated up to 3 times repeated up to 3 times to 3 times Projecting signs In a situation where a covered walkway or canopy exists, one (1) nonilluminated projecting sign for each business establishment hung from the ceiling of such covered walkway or canopy not to exceed four (4) square feet in area and to have at least eight (8) feet of clearance from the sidewalk to the bottom of the sign shall be permitted. NOTES: 1 At convenient locations to sidewalk and parking areas, nonilluminated or indirectly illuminated freestanding directional signs of stores and facilities not to exceed 24 square feet in area or eight feet in height shall be permitted at a rate of one for each 100,000 square feet of retail floor space. A maximum of six business signs, no one of which may exceed four square feet, may be included in the total square footage of the directional sign. 2 If a Master Sign Plan, as defined herein, is submitted, the Planning Board may increase the otherwise maximum permitted size of a freestanding identification sign, freestanding directional sign or business wall sign by as much as 20%, provided that there is an equal, offsetting reduction in the size of other signs within the same category. Such adjustments in size shall be allowed by the Planning Board only after consultation with the Architectural Review Council and a Planning Board finding that such adjustments in size will not substantially increase impacts on surrounding properties, will not be in conflict with the design criteria contained in this local law and will assist the shopping public in finding their desired destination. 3 If a building fronts on two or more rights-of-way, the sign area for each additional frontage shall be at 1/2 the rate or size otherwise allowed. 4 The approval authority may increase the wall sign area per Table B and may increase letter size by 100% per § 245-10, Appeals and variances. Table B Wall Sign Area Adjustment Factor Distance of Sign from Building Setback to right-of-way Additional sign area increase1 0 to 100 feet 1.0 100 to 200 feet 1.2 200 to 300 feet 1.4 More than 300 feet 1.6 1 By approving authority Page 30 06/17/2026R00G812 70 ROA HOOK REALTY LLC 70 ROA HOOK ROAD CORETLANDT, NY 10567 Re: Acknowledgement of the Conditional No Exposure Certification for exclusion from permitting under the SPDES Multi-Sector General Permit for Stormwater Discharges Associated with Industrial Activity (GP-0-23-001) Dear Owner/Operator: This is to acknowledge that the New York State Department of Environmental Conservation (the Department) has received a complete electronic Conditional No Exposure Certification (eNEC) for exclusion from permitting under the SPDES Multi-Sector General Permit for Stormwater Discharges Associated with Industrial Activity (GP-0-23-001) (MSGP) for the following facility: Facility Name: LEAL PETERBILT The Conditional No Exposure Certification identification number for this facility is NYR00H274 This facility has been granted exclusion from permitting under the MSGP, effective 06/11/2026 and is conditioned upon the information submitted in the eNEC is accurate and complete. It is not, however, a Department determination of the validity of the information you provided. Your signature on the E- Certification form certifies that you have read, understood and are implementing all of the applicable requirements. The Conditional No Exposure Certification is valid for a 5-year term. You will need to submit a new Conditional No Exposure Certification in nForm on or before 06/11/2031 in order to maintain the Conditional No Exposure Certification. If you have any questions or require additional information, please contact MSGPcompliance@dec.ny.gov Sincerely, Jagabandhu Debnath Environmental Engineer-1, 4th Floor, Bureau of Water Compliance, Division of Water, New York State Department of Environmental Conservation 625 Broadway, Albany, NY 12233-3506 Page 31 2240 SAW MILL RIVER ROAD ELMSFORD, NY 10523 June 15th, 2026 Town of Cortlandt Planning Board ATTN: Chris Kehoe 1 Heady Street Cortlandt Manor, NY 10567 Work Location: Yeshiva Ohr Hameir 141 Furnace Woods Rd. To Whom it may Concern I inspected the property on Friday June 15th to determine to review the existing inventory of trees to be removed. I was basing observations on the drawings provided which indicated there were 23 individual trees to be removed. Of the trees identified there were none that would be a “Protected Species” under the town code. There were also not any trees that would fall in the definition of a “Specimen Tree” under the town code. The existing inventory does have several species misidentified and so I have listed the corrected. The multi stem trees will be recorded using the formula of largest stem DBH plus half of the DBH of each remaining stem. The single number for the Arborvitae and the Taxus will be the result of this method. Pool Building Area 1) 10” DBH- American Elm- Ulmus Americana – Good 2) 38” DBH - DBH- Black Walnut – Juglans Nigra – Good 3) 8” DBH - Norway Maple – Acer Platanoides – Good 4) 11” DBH – Sugar Maple – Acer Saccharinum- Good 5) 8” DBH – Sugar Maple – Acer Saccharinum – Good 6) 15” DBH – Black Locust – Robinia Psuedoaccacia – Poor 7) 24” DBH – Black Locust – Robinia Psuedoaccacia – Fair 8) 12” DBH – Sugar Maple – Acer Saccharinum – Fair 9) 25” DBH – Black Locust – Robinia Psuedoaccacia- Poor Kitchen Storage Area 10) 27” DBH – Mulberry – Morus Alba – Good Existing Sanctuary Building 11) 12”DBH – Arborvitae – Thuja – Poor 12) 17” DBH – Arborvitae – Thuja – Poor 13) 10” DBH – Arborvitae – Thuja – Poor 14) 11” DBH – Arborvitae – Thuja – Poor 15) 12” DBH – Arborvitae – Thuja – Poor 16) 14” DBH – Arborvitae – Thuja – Poor 17) 9” DBH – Arborvitae – Thuja – Poor Page 32 Continued: 18) 12” DBH – Taxus – Dead 19) 12” DBH – Taxus – Poor 20) 6” DBH – Arborvitae – Thuja – Poor Fallen 21) 12” DBH – Arborvitae – Thuja – Poor 22) 8” DBH – Arborvitae – Thuja – Poor 23) 8” DBH – Arborvitae – Thuja - Poor The overall tree inventory was close in numbers, but had several species wrong and so the math for replacements may require some adjustments. If you have any questions please feel free to give me a call. Sincerely Trevor Hall Bartlett Tree Experts ISA Certified Arborist PD0269 Page 33 1. Yeshiva Ohr Hameir Proposed Dormitory & Sanctuary Addition dated June 12, 2026 (cover sheet). 2. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Project Information, dated 11-17-2025, last revised 6-12-2026 (sheet 1 of 18). 3. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Existing / Demolition Plan, dated 3-27-2012, last revised 6-12-2026 (sheet 2 of 18). 4. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Site Plan, dated 8-19- 2025, last revised 6-12-2026 (sheet 3 of 18). 5. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Grading & Utility Plan, dated 3-4-2024, last revised 6-12-2026 (sheet 4 of 18). 6. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Erosion Control Plan, dated 3-4-2024, last revised 6-12-2026 (sheet 5 of 18). 7. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Sewer Design, dated 3-4-2024, last revised 6-12-2026 (sheet 6 of 18). 8. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Storm Design, dated 3-4-25, last revised 6-12-2026 (sheet 7 of 18). 9. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Watermain, dated 10-13-2025, last revised 6-12-2026 (sheet 8 of 18). 10. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed Road Profile, dated 3-24-2024, last revised 6-12-2026 (sheet 9 of 18). 11. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Fire Protection Plan Fire Truck Turning Analysis, dated 10-13-2025, last revised 6-12-2026 (sheet 10 of 18). 12. Amended Site Plan Prepared for Yeshiva Ohr Hameir, 2025 Fire Code Figure D103.1 Analysis, dated 10-13-2025, last revised 6-12-2026 (sheet 11 of 18). 13. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 3-4-2024, last revised 6-12-2026 (sheet 12 of 18). 14. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 10-13- 2025, last revised 6-12-2026 (Sheet 13 of 18). 15. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Sewer Details, dated 3- 4-2024, last revised 2-18-2026 (Sheet 14 of 18. 16. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 1- 26-2026, last revised 6-12-2026 (Sheet 15 of 18). 17. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 6- 12-2026 (Sheet 16 of 18). 18. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Phasing Plan, dated 2- 13-2026, last revised 6-12-26 (sheet 17 of 18) 19. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Walking Trails, dated 6- 11-2025, last revised 6-12-26 (sheet 18 of 18). 20. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Plan, dated 2- Page 34 18-2026, last revised 6-12-26 (sheet LT-1). 21. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Details, dated 2-18-26, last revised 6-12-26 (sheet LT-2). 22. Amended Site Plan Prepared for Yeshiva Ohr Hameir, plan prepared by Tim Miller Associates, Landscape Plan, dated 2-18-26, (Sheet L1) 23. Amended Site Plan Prepared for Yeshiva Ohr Hameir, plan prepared by Tim Miller Associates, Summary of Mitigation Measures, dated 2-18-26, (Sheet M- 1) Page 35 CIARCIA ENGINEERING, P.C. 360 Underhill Avenue • Yorktown Heights • New York 10598 Ms. Heather Lavarnway, AICP June 23, 2026 Director of Planning and Community Development Town of Cortlandt Town Hall One Heady Street Cortlandt Manor, New York 10567 Re: Yeshiva Ohr Hameir (the “Yeshiva”) 141 Furnace Woods Road; Cortlandt Manor, NY 10567 Site Plan Submittal Dear Heather: Enclosed is the latest site plan set for the Yeshiva Ohr Hameir campus consisting of the following sheets: 1. Yeshiva Ohr Hameir Proposed Dormitory & Sanctuary Addition dated June 12, 2026 (cover sheet). 2. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Project Information, dated 11-17-2025, last revised 6-12-2026 (sheet 1 of 18). 3. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Existing / Demolition Plan, dated 3-27-2012, last revised 6-12-2026 (sheet 2 of 18). 4. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Site Plan, dated 8-19- 2025, last revised 6-12-2026 (sheet 3 of 18). 5. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Grading & Utility Plan, dated 3-4-2024, last revised 6-12-2026 (sheet 4 of 18). 6. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Erosion Control Plan, dated 3-4-2024, last revised 6-12-2026 (sheet 5 of 18). 7. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Sewer Design, dated 3-4-2024, last revised 6-12-2026 (sheet 6 of 18). 8. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Storm Design, dated 3-4-25, last revised 6-12-2026 (sheet 7 of 18). 9. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Watermain, dated 10-13-2025, last revised 6-12-2026 (sheet 8 of 18). 10. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed Road Profile, dated 3-24-2024, last revised 6-12-2026 (sheet 9 of 18). 11. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Fire Protection Plan Fire Truck Turning Analysis, dated 10-13-2025, last revised 6-12-2026 (sheet 10 of 18). 12. Amended Site Plan Prepared for Yeshiva Ohr Hameir, 2025 Fire Code Figure Page 36 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 2 D103.1 Analysis, dated 10-13-2025, last revised 6-12-2026 (sheet 11 of 18). 13. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 3-4- 2024, last revised 6-12-2026 (sheet 12 of 18). 14. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 10-13- 2025, last revised 6-12-2026 (Sheet 13 of 18). 15. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Sewer Details, dated 3-4-2024, last revised 2-18-2026 (Sheet 14 of 18. 16. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 1- 26-2026, last revised 6-12-2026 (Sheet 15 of 18). 17. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 6- 12-2026 (Sheet 16 of 18). 18. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Phasing Plan, dated 2- 13-2026, last revised 6-12-26 (sheet 17 of 18) 19. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Walking Trails, dated 6-11-2025, last revised 6-12-26 (sheet 18 of 18). 20. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Plan, dated 2- 18-2026, last revised 6-12-26 (sheet LT-1). 21. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Details, dated 2-18-26, last revised 6-12-26 (sheet LT-2). 22. Amended Site Plan Prepared for Yeshiva Ohr Hameir, plan prepared by Tim Miller Associates, Landscape Plan, dated 2-18-26, (Sheet L1) 23. Amended Site Plan Prepared for Yeshiva Ohr Hameir, plan prepared by Tim Miller Associates, Summary of Mitigation Measures, dated 2-18-26, (Sheet M- 1) The Town’s engineering consultant provided a review memo dated May 29 for our plan set dated May 13, 2026. The following are our responses to the latest LaBella review memorandum. Administrative Comment 1: Per Chapter 175-14.B(3) whenever any portion of a floodplain is authorized for development, the volume of space occupied by the authorized fill or structure below the base flood elevation shall be compensated for and balanced by an hydraulically equivalent volume of excavation taken from below the base flood elevation at or adjacent to the development site. All such excavations shall be constructed to drain freely to the watercourse. No area below the water line of a pond or other body of water can be credited as a compensating excavation. Calculations shall be provided demonstrated conformance with this requirement. Page 37 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 3 Response 1: A table has been added to the Site Plan (Sheet 3) demonstrating that the floodplain mitigation requirement has been met. The proposed project displaces 5,607 cubic feet of the 100-year floodplain. The mitigation area provides 7,290 cubic feet of storage. Comment 6: Westchester County DEF shall provide response regarding whether the initial petition and “buy-in” included expansion of the Yeshiva Campus as a university. Response 6: A copy of the buy-in resolution adopted by the Westchester County Board of Legislators (Act 33-2022) has been provided to the Town. The buy-in for the property was determined to be $49,100, which will be paid in 10 equal annual installments. The Environmental Assessment Form prepared by the County Planning Department for the district modification, describes the property as “Jewish seminary”. Comment 7: Each building shall be connected to the proposed water main and be equipped with a commercial water meter, pressure reducing valve and reduced pressure zone assembly (RPZ) meeting the requirements of Westchester County’s Cross Connection Control Program. A separate fire connection shall be made for each building requiring sprinkler. Said fire connection shall be equipped with a double check detector assembly and commercial meter and be sized to adequately handle the fire flow requirements of the building. Response 8: The plans indicate 2 watermain taps for each building where sprinklers are proposed. The size of the taps and flow requirements will be determined by the MEP engineer. Tap permits will be required for each connection which will include the appropriate backflow prevention device. Existing water services will be utilized where appropriate. Comment 7: Based upon correspondence with DOTS. Westchester County Department of Environmental Facilities will require inflow and infiltration (I&I) mitigation at a ratio of 3:1 for the increase in flow. Requirements of the I&I study can be discussed with the Town’s Department of Technical Services, and will at minimum include flow monitoring of a manhole in Ridge Road, which is upstream of the proposed Medical Oriented District and at the junction point of the Stephen’s Lane Pump Station and the Furnace Woods Sewer Improvement Area. The Applicant’s May 15, 2026 response indicates the following: The Yeshiva was approved as an out of district user in 2012 by the Westchester County Board of Legislators based on an estimated flow of 23,000 gpd. During the approvals of the Furnace Woods sewer district, the Town requested the property be added to the district. I verified with the Westchester County Department of Environmental Facilities that Page 38 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 4 there is no cap on sewage flows from the Yeshiva and there was no requirement to mitigate inflow and infiltration (I&I). The Yeshiva has made a significant investment into a sewer system that can potentially benefit over 150 properties in the area. This contribution should offset I&I mitigation. When the campus was added to the Peekskill District, we were not advised of any mitigation requirements. The Applicant shall provide written correspondence from WCDEF related to no cap on sewage flows from the Yeshiva and no requirement to mitigate I&I. Once the requested documentation is obtained, the Town Attorney will review with the Town Board, and determine if I&I can be waived. Response 8: An email from Marian Pompa, Director of Wastewater Treatment for Westchester Department of Environmental Facilities (WCDEF) indicates that there is no flow limit on the Yeshiva. The Yeshiva is subject to the County Sewer Act that specifies a maximum flow of 150 gallons per capita per day. The projected flows for the Yeshiva are below that limit. The Town has requested flow monitoring for the line on Ridge Road. The applicant will work with Town staff to address this comment. Comment 9: Provide vehicle maneuvering plans for refuse vehicles. Response 9: The maneuvering plan for a 40 -foot refuse vehicle is shown on Miscellaneous Details sheet (Sheet 16). Comment 10: The NYS DEC has taken jurisdiction of the onsite wetlands, and the applicant is pursuing an Article 24 permit with NYSDEC. Response 10: The NYSDEC wetlands boundary has been agreed upon, and we do not anticipate any permitting issues for the project. Comment 11: Ciarcia Engineering has indicated separate landscaping plans will be issued which will provide for specifications for topsoil and permanent and temporary vegetative cover. Response 11: Landscaping plans prepared by Tim Miller Associates have been added to the set. Topsoil specifications have been added to sheet 16. Permanent and temporary vegetation specifications have also been added to this sheet. Page 39 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 5 PLANS Sheet 3 – Site Plan Comment 1: Please identify all areas where concrete curbing is provided in order to decipher how drainage will be routed. Response 1: The plan has been revised to clearly indicate the location of new curbing. Comment 2: Please indicate the purpose of the 20-ft boundary provided on existing sanitary sewer lateral from the Texas Building. Response 2: This is a CAD layer management error that has been corrected. Sheet 4 – Grading and Utility Plan Comment 1: Sheet 4 of 15 – Depict how roof leaders will be connected to the on-site drainage system for all improvements and provide pipe sizes and slopes for all improvements. Response 1: The plan has been updated to indicate all drainage pipe sizes and slopes. Comment 2: Although a few additional spot elevations have been provided, supplementary contours and spot elevations for new sidewalks between Dallas Building and Chalet Building, surrounding the new dormitory, and courtyard; spot elevations on the west side of dormitory; contours on east side of dormitory; and spot elevations between the proposed dormitory and staff building shall be provided to decipher flow of runoff. Response 2: Additional spot elevations have been added to the grading and utility plan. Comment 3: A 10% slope is shown across the front of the refuse container. Response 3: Grading in the vicinity of refuse enclosure has been revised. Comment 4: Provide top and bottom elevations for all walls. Response 4: Spot elevation above and below the walls have been added to the revised plans, Comment 5: The NYSDEC wetland boundary and 100-ft adjacent area shall be depicted on the plan. Response 5: The wetlands boundary and adjacent area lines have been added to this sheet. Page 40 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 6 Comment 6: Turn on missing water line west of dorm. Response 6: The missing portion of the watermain is shown on the revised plans. Sheet 5 – Erosion Control Plan Proposed Comment 1: Eliminate Notes 16 and 17 in Construction Sequence as they are duplicates. Response 1: The indicated notes have been deleted. Comment 2: Relocate the concrete washout area away from the infiltration trench. Response 2: The concrete washout area has been relocated away from the proposed infiltration trench to a location off the main driveway near the Dakota building. Comment 3: Utilize the outlet of the detention pond as the outlet for the sediment trap to avoid multiple trenches. Response 3: The sediment trap outlet and the detention pond outlet are now shown in the same location on the revised sheet. Comment 4: Move silt fence closer to the sediment trap construction as opposed to 80-feet west. Response 4: Silt fence has been adjusted where appropriate. Comment 5: Extend silt fence barrier to south in area of regrading for floodplain volume mitigation. Response 5: The viewport has been adjusted to show the area near the floodplain mitigation and silt fence location. Comment 6: Eliminate concrete washout callout along Furnace Woods Road. Response 6: The callout has been eliminated Sheet 6 - Proposed On-Site Sewer Design Comment 1: As discussed at the May 20, 2026 Town Hall meeting, the 20-ft sanitary sewer easement being requested by the Town of Cortlandt is a directive from the Westchester County Department of Health. Please place a 20-ft wide easement along the center of the sanitary sewer main for the benefit of the Town of Cortlandt in the event the Town is required to take ownership of the sanitary sewer main. Page 41 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 7 Response 1: A 20-foot-wide easement is shown on the revised plans. Comment 2: Sheet 6 of 15 – Label the station and elevation of each crossing in the profile. Response 2: The profile has been revised to add the requested information. Comment 3: Sheet 6 of 15 – Provide stationing and invert connections of all lateral connections along the proposed new sanitary line. Response 3: The stationing and invert elevations of the lateral connections are shown on the revised sewer profile. Comment 4: Provide invert elevations and slopes of all service connections. Response 4: The requested information for the services have been added. Comment 5: Sanitary manhole 8 in the profile is mislabeled. Response 5: The mislabeled manhole has been corrected. Comment 6: Sanitary line between SMH 7 and SMH 8 is mislabeled as a 6-inch diameter sewer pipe as opposed to and 8-inch diameter pipe top match profile. Response 6: All sewer lines are shown as 8-inches. This diameter would allow dedication to the Town in the future if requested. Comment 7. Turn on drainage lines to confirm crossings. Response 7: All drainage crossings are shown on the revised profile. Comment 8: Add 4-inch lateral inverts to SMH 8 in the profile. Response 8: The inverts of the service connections entering SMH-8 are shown on the revised plan. Comment 9: Add 4-inch lateral inverts to SMH 7 in the profile. Response 9: The invert of the service connection entering SMH-7 is shown on the revised plan. Comment 10: Add 6-inch grease trap connection to SMH 6. Response 10: The plan has been revised to better indicate the location of the grease trap discharge. Page 42 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 8 Comment 11: Add 6-inch diameter lateral invert to SMH 4 in the profile. Response 11: The invert of the 6-inch lateral entering SMH-4 is shown on the revised plans. Comment 12: Add 6-inch diameter lateral invert to SMH 2 in the profile. Response 12: The invert of the 6-inch lateral entering SMH-2 is shown on the profile. Comment 13: Remove 12-inch diameter HDPE callout at Station 4+50 as there is no drainage pipe. Response 13: The 12-inch crossing has been removed. Comment 14: Grease trap has been added to the plan. Provide inverts, rims, and slopes of pipes for grease trap. The response indicates a sampling manhole is not required as it will connect directly to SMH 6. Please demonstrate a minimum of 6-inch elevation between the invert in (from grease trap and invert out of SMH. Response 14: The rims and inverts have been added to the plans. The invert of the grease trap discharge pipe entering SMH-6 is indicated on the revised profile. Sheet 6 – Proposed On-Site Watermain Comment 1: Depict utility crossings, hydrants, and service connection including their stations and inverts on watermain profile. The revised plans do not indicate the stations or inverts but identifies a crossing and service connection. Response 1: The profile has been revised to address this comment. Comment 2: Provide minimum cover depth on watermain profile. Response 2: The profile has been revised to indicate the minimum cover of 4-feet. Comment 3: Proposed grade in the profile should extend to the end of the profile. Response 3: The proposed grade has been extended to the end of the profile. Comment 4 Sheet 7 of 15 – A 2-inch domestic feed to the dormitory is proposed. As the building will be designed to accommodate 320 students, confirm the adequacy of the domestic service. Also, confirm the adequacy if 4-inch service with Project Architect/MEP to accommodate fire service. The response indicates the pipes will be sized by the MEP. As the DOTS Page 43 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 9 must approve the plans prior to submission to the Department of Health, this information must be confirmed at this stage. Response 4: The final size of the service connections will be designed by the project MEP engineer. The proposed 6” watermain will have sufficient capacity to meet the domestic and fire demands of the proposed project. Comment 5: Provide top and inverts of storm and sanitary crossing with new domestic and fire service lines to the cafeteria and kitchen and Dakota Building. Response 5: The requested information has been added to the plans. Comment 6: The existing rabbi’s residence may continue using its current water connection off of Furnace Woods Road, provided the building is upgraded to the Town’s current meter standards and is equipped with an RPZ. Response 6: A note has been added to the plans to address this. Sheet 9 – Proposed Road Profile Comment 1: Update the driveway profile to reflect the revised grading, as slopes in excess of 10% are still being shown. Response 1: The main driveway profile has been adjusted to address this comment. The new driveway for the pool building is proposed at 10.81%; however, alternative access is provided around the building using the main driveway on the west side of the driveway. The Mohegan Fire Department tested the existing driveway with their ladder truck and had no problem with the existing grade. The grade is required to transition from the main driveway to the doors on the lower level of the pool building Sheet 10 – Fire Protection Plan Fire Truck Turning Analysis Comment 1: Provide fire truck detail and turning template on Plan. Response 1: The fire truck turning detail and turning template have been added to the revised plan. Comment 2: Provide signs in the area of porous pavement indicating no stockpiling of snow or parking in the porous paver area. Response 2: The location of the proposed sign is shown of the revised plan. A detail of the sign is also provided on the sheet. Page 44 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 10 Sheet 12 – Details Comment 1: Provide details of the sediment trap and outlet pipe, along with sizing, volume, and cleanout calculations. Response 1: Calculations for the design of the sediment trap are provided below riser pipe detail provided on the revised sheet 12. Comment 2: Remove the wet tap detail (completed) and provide a Town of Cortlandt standard gate valve assembly detail. Response 2: The wet tap detail has been removed and the gate valve detail added to the revised sheet. Comment 3: Add the following notes to the watermain trench detail: Response 3: The notes have been added below the watermain bedding detail on sheet 12. Comment 4: Add the following notes related to pressure testing to the water main notes. Response 4: The notes have been added to the watermain installation standards on sheet 13. Sheet 13 – Details Comment 1: Trenches shall be 12-inch minimum on either side of the pipe. Remove the 6-inch callout. Response 1: The detail has been revised in response to this comment. Comment 2: Provide details of the sediment trap and outlet pipe, along with sizing, volume, and cleanout calculations. Response 2: Additional details and calculations have been added to sheet 12. Sheet 15 – Misc. Details Comment 1: Revise and resubmit grease trap with bedding and backfill requirements, structure volume, dimensions of structure area, depth from bottom of inlet and outlet tee to bottom of structure, vent, cover specifications, material composition of grease trap and confirmation it can handle loading from aerial apparatus truck. Page 45 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 11 Response 1: The grease trap detail has been revised to include a bedding detail and additional manufacturer information. The grease trap was relocated in an area where minimal traffic is anticipated. Comment 2: Provide a minimum of 12-inches of subbase on road section detail to support fire truck. Response 2: The driveway detail has been revised to indicate 12-inches of subbase. Comment 3: Provide curbing, sidewalk, ADA ramps, trench saw cut and repair. Response 3: Additional details requested have been added to sheet 16. Comment 4: The infiltration trench detail should be revised to detail and specify the engineering fill materials soils in accordance with section 6.3.1 of the NYS DEC SWDM. The bottom of trench should be listed as 310. Also, the means of preventing seeps or breakouts shall also be provided. Refer to section 6.3.1 and Table 6.12 of the NYS DEC SWDM. Response 4: The infiltration trench detail has been revised to address this comment. Comment 5: Provide bedding and backfill requirements for the hydrodynamic separator. Response 5: The hydrodynamic separator detail has been updated to indicate the required bedding. Comment 6: Update Hydrodynamic Separator to depict two inlets as shown on the stormwater plan. Response 6: Shop drawings have been requested from the manufacturer to address this comment. Comment 7: Provide a detail of the overflow weir for the stormwater basin in accordance with your SWPPP. Response 7: A detail of the overflow weir is shown on the revised srormwater details sheet (Sheet 15).. Page 46 Ms. Heather Lavarnway, AICP June 23, 2026 Yeshiva Ohr Hameir Page 12 Sheet 16- Phasing Plan Comment 1: DOTS has indicated there shall be no increase in student population until all improvements to the dining / kitchen facilities and alterations / repairs to the existing dormitories are made and issued a certificate of occupancy by DOTS – Code Enforcement. All proposed improvements completed before an increase in student population. Response 1: The revised phasing plan (Sheet 17) addresses the student population during the 3 phases of construction. Sheet 17 – Walking Trail Comment 1 Provide a detail on the plan depicting the trail width and material. Response 1: A detail of the wood chip walking trail is provided on sheet 16. Should you have any questions or require additional information, please contact me. Sincerely, Daniel A. Ciarcia DAC: mc Page 47 CIARCIA ENGINEERING, P.C. 360 Underhill Avenue • Yorktown Heights • New York 10598 Mr. Michael Preziosi, P.E. June 22, 2026 Director Department of Technical Services Town of Cortlandt Town Hall One Heady Street Cortlandt Manor, New York 10567 Re: Yeshiva Ohr Hameir 141 Furnace Woods Road; Cortlandt Manor, NY 10567 Sewage Flow Estimates Dear Michael: We have been evaluating sewage flows at Yeshiva Ohr Hameir (YOH) for many years to evaluate sewage disposal alternatives. We utilized water bills and independently read the meters to evaluate sewage flows. During this period, septic systems were repaired as necessary. The septic systems have been pumped during periods of high groundwater to prevent effluent spills. In an effort to improve the reliability of the septic systems and reduce the frequency of pumping, improvements have been made to the campus plumbing. Improvements include low flush toilets, flow restrictors in shower heads, and waterless urinals. I went through my records to determine the history of the estimated sewage flows for YOH. The first pump station design was based on a conservative flow estimate of 23,000 gpd. At that time, we petitioned Westchester County to add the property to the Peekskill Sanitary Sewer District based on that flow. We updated the flow estimates in 2017 when we were considering an on-site wastewater treatment plant. A copy of the report which determined the flow estimate to be 16,000 gpd is attached. When determining the hydraulic capacity of new wastewater facilities that serve an existing collection system, Recommended Standards for Wastewater Facilities (Ten State Standards) recommends “Projections shall be made from actual flow data to the extent possible”. The 2017 sewage flow estimate was determined to be 11,250 gpd based on water consumption. The document published by the New York State Department of Environmental Conservation (NYSDEC) entitled New York State Design Standards for Intermediate Sized Wastewater Treatment Systems provides a method for establishing the design flow for wastewater disposal systems based on per unit hydraulic loading rates. This method computed a sewage flow estimate of 15,670 gpd. Page 48 Mr. Michael Preziosi, P.E. June 22, 2026 Yeshiva Ohr Hameir Page 2 The Woodard & Curran (W&C) design report overestimated the peak flow for the “16 properties pumped to gravity” flow contribution. The W&C pump station design was based on an average daily flow of 36,800 gpd which includes 16,000 gpd from YOH. After adjusting the peak flows, an additional 8,850 gpd of capacity is available for YOH based on the tabulation error. I summarized the water consumption data provided by the Town and prepared the attached summary table. The current water usage is even lower than anticipated. The table summarizes the average day for a 1-year monitoring period. Also summarized is the maximum monthly flow for the same period which indicates an average daily flow less than 7,000 gpd .Based on our previous analysis and the recent water meter readings, the pump station has sufficient capacity to accommodate the present and future needs of YOH without compromising the ability to connect of the other homes that can benefit from the project . My records indicate that some of the meters have been replaced. If the Town can provide the location of the meters, we can update the water use table accordingly. Should you have any questions or require additional information, please call. Sincerely, Daniel A. Ciarcia DAC: mc Page 49 YESHIVA OHR HAMEIR TOWN OF CORTLANDT WESTCHESTER COUNTY, NEW YORK SEWAGE FLOW ESTIMATE March 30, 2017 Prepared For: Yeshiva Ohr Hameir CIARCIA ENGINEERING, P.C. 360 Underhill Avenue • Yorktown Heights • New York 10598 Page 50 I INTRODUCTION The construction of a new dormitory facility for 225 students within the Yeshiva Ohr Hameir (YOH) facility will require abandoning the existing septic system and constructing an on site wastewater treatment plant (WWTP). The purpose of this report is to provide the basis for determining the sewage flow used for the the design of the proposed WWTP. The YOH facility is located at 141 Furnace Woods Road and consists of 37.68 acres. The property is presently improved with several buildings and is served by public water and subsurface sewage disposal. Yeshiva Ohr Hameir was established in 1961 and has operated a school at 141 Furnace Woods Road since 1985. Yeshiva Ohr Hameir currently has 225 students enrolled at the Cortlandt facility and will maintain the present enrollment upon completion of the proposed renovations. The existing buildings include student housing, classrooms, apartments for staff, and administrative offices. YOH has demolished the Dodge City facility and is proposing to construct a new dormitory building at that location. The improvements to the facility will require the connection of the existing buildings and the new dormitory to the proposed WWTP. II FLOW ANALYSIS The facility is presently served by two (2) large subsurface disposal systems. The southern system has three (3) separate disposal systems that are dosed according to the pump run times programmed into a triplex pump control panel. The north system is connected to one (1) disposal area and is connected to alternating pumps in a duplex controller. When determining the hydraulic capacity of new wastewater facilities that serve an existing collection system, Recommended Standards for Wastewater Facilities (Ten State Standards) recommends “Projections shall be made from actual flow data to the extent possible.” The document published by the New York State Department of Environmental Conservation (NYSDEC) entittled New York State Design Standards for Intermediate Sized Wastewater Treatment Systems provides three (3) methods for establishing the design flow for wastewater disposal systems; per unit hydraulic loading rates, wastewater flow data, and water usage data. Per unit hydraulic loading rates from this publication were utilized to estimate the flow from YOH as a comparision to the water usage estimate. In the case of the YOH facility no records of wastewater flows exist; however, water consumption records are available. Ignoring irrigation losses, it is reasonable to assume the water consumption is equal to sewage flow. Page 51 Yeshiva Ohr Hameir March 30,2017 Sewage Flow Estimate Page 2 A total of five (5) water meters serve the YOH campus. Two (2) of the meters are read on a quarterly basis, and three (3) of the meters are read on a monthly schedule. Data from 2009 through 2014 were analyzed to provide the most accurate means of determining the design flow for the YOH WWTP. The detailed water consumption data is provided in the appendix. A summary of the water consumption data is presented in Table 1. YOH did not have laundry facilities at the campus during this study period. TABLE 1 Water Usage Summary AVERAGE METER GRAPHICAL LOCATION METER SN ACCOUNT USE ID AVG. (GPD) (GPD) Pool Bldg 1 19016816 04-7100350-0 1,333 2,000 Meter Pit in Driveway 2 1470472230 01-4001245-0 775 1,250 Lawn Meter Pit 3 1596670 04-7100400-0 977 1,250 Texas Bldg. 4 51389814 01-4001305-1 653 750 Dodge City Pit 5 79862838 04-7100450-0 3,932 6,000 TOTAL USAGE 7,671 11,250 Due to fluctuations in the student population during the academic calendar, average flows for meters which serve the dormitories and kitchen facilities may need to be adjusted to consider the reduced flows during periods when the YOH is not in full operation. To better evaluate the seasonal variations in flow, the water consumption data was plotted for the meters which serve YOH. The graphical analysis is presented in Figures 1 through 5. The student population varied during this period; however, it remained close to the maximum permitted population of 225 students. The arithmetic average of the data was computed and is presented in the column with the heading “Average Use” in Table 1. The average flow based upon this methodology is 7,671 gpd. The graphical analysis provides a method to view variations in consumption, and determine an average based upon the trending of the data. The average flow based upon evaluating the graphical data is presented in Table 1 under the heading of “Graphical Average.” This method yields an average flow of 11,250 gpd. Page 52 Yeshiva Ohr Hameir March 30,2017 Sewage Flow Estimate Page 3 Meter 1 Flow (GPD) 4,000 3,500 3,000 2,500 2,000 GPD 1,500 1,000 500 0 1/2/2009 1/2/2010 1/2/2011 1/2/2012 1/2/2013 1/2/2014 Figure 1 Meter 1 Water Use (Pool Building) Meter 2 Flow (GPD) 2,000 1,800 1,600 1,400 1,200 1,000 GPD 800 600 400 200 0 1/22/2009 1/22/2010 1/22/2011 1/22/2012 1/22/2013 1/22/2014 Figure 2 Meter 2 Water Use (Meter Pit in Driveway) Page 53 Yeshiva Ohr Hameir March 30,2017 Sewage Flow Estimate Page 4 Meter 3 Flow (GPD) 4,500 4,000 3,500 3,000 2,500 GPD 2,000 1,500 1,000 500 0 1/2/2009 1/2/2010 1/2/2011 1/2/2012 1/2/2013 1/2/2014 Figure 3 Meter 3 Water Use (Lawn Meter Pit) Meter 4 Flow (GPD) 1,200 1,000 800 600 GPD 400 200 0 1/22/2009 1/22/2010 1/22/2011 1/22/2012 1/22/2013 1/22/2014 Figure 4 Meter 4 Water Use (Texas Building) Page 54 Yeshiva Ohr Hameir March 30,2017 Sewage Flow Estimate Page 5 Meter 5 Flow (GPD) 10,000 9,000 8,000 7,000 6,000 5,000 GPD 4,000 3,000 2,000 1,000 0 1/2/2009 1/2/2010 1/2/2011 1/2/2012 1/2/2013 1/2/2014 Figure 5 Meter 5 Water Use (Dodge City Pit) In 2008, water meters were read by YOH’s consultant to quantify water usage when the campus was in full operation. Table 2 summarizes the results of this study. TABLE 2 Water Usage Summary (Mastromonaco readings) BUILDINGS METER METER READING METER READING METER USAGE SERVED NUMBER ID DATE READING DATE READING GPD Pool Bldg. 19016816 1 7/22/2008 42524100 6/5/2008 42421300 2,187 Dakota Bldg. 1470472230 2 7/22/2008 1475640 6/16/2008 1454860 577 Dining Hall 1596670 3 7/22/2008 1449330 6/5/2008 1372300 1,639 Texas Bldg 51389814 4 7/22/2008 25830 6/19/2008 0 783 Chalet/Dallas 79862838 5 7/22/2008 26007000 6/5/2008 25623700 8,155 TOTAL WATER CONSUMPTION (GPD) 13,341 The per unit hydraulic loading rates contained in the NYSDEC document were also evaluated for the purpose of comparing to the water usage method. Since the existing facilities have been retrofitted with water saving plumbing fixtures and the new dormitory will comply with the latest building code, the loading rates utilized are based on water saving fixtures. The design flow computed using the per unit methodology is summarized in Table 3 Page 55 Yeshiva Ohr Hameir March 30,2017 Sewage Flow Estimate Page 6 TABLE 3 Estimated Sewage Flows for YOH Description Flow Rate Total Flow (GPD) 225 Bed Dormitory 60 gpd/student 13,500 Laundry 1,000 Office (15 employees) 12 gpd/employee 180 Apartments (3 bedroom) 330 gpd/unit 990 15,670 A comparison of the methods is provided in Table 4. TABLE 4 Flow analysis comparison Average Daily Average Daily Peak Flow Methodology Flow (GPD) Flow (GPM) (GPM) 5 Year Flow Study Average 7,671 5.3 21.3 5 Year Flow Study Graphical 11,250 7.8 31.3 2008 Flow Study 13,341 9.3 37.1 Per Unit Hydraulic Loading 15,670 10.9 43.5 III CONCLUSIONS The various flow estimates were compared, and it was determined that a flow of 14,000 GPD would be reasonable based upon water consumption data. In order to provide a conservative design, the per unit hydraulic loading was favored as the basis for designing the WWTP. Based on the comparison of all the methods, it is recommended that the WWTP be designed to treat an average daily flow of 16,000 GPD. Page 56 APPENDIX Page 57 YOH Water Consumption Summary Location Meter # Account Start End Usage Avg Day max month Max avg Dodge City Pit 60615037 307730 0 1-Jun-25 3-Jun-26 683,891 1,863 92,952 3,098 Chalet / Dallas 79862828 307729 0 1-Jun-25 3-Jun-26 289,395 789 37,419 1,247 15742002 300662 0 1-Jun-25 3-Jun-26 110,032 300 13,889 463 Texas 51389814 300663 0 1-Jun-25 3-Jun-26 110,359 301 11,964 399 61366808 307728 0 1-Jun-25 3-Jun-26 291,078 793 40,901 1,363 TOTAL 4,046 6,571 Page 58 YESHIVA OHR HAMEIR PROPOSED DORMITORY & DINING HALL MODIFICATION JUNE 12, 2026 NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY THOMAS & IZUMI CORRELL NOW OR FORMERLY NOW OR FORMERLY SOO YOUNG YANG MATTHEW LAWRENCE KARABAIC 44.12-2-1 PETER HERPICH JORGE G. INGA SARI 44.8-5-3 44.8-5-24 44.12-2-34 NOW OR FORMERLY 44.8-5-25 MATTHEW LAWRENCE NOW OR FORMERLY WOO KARABAIC DAVID RAYMOND GRAFE DS 44.8-5-24 44.12-2-35 CE NA FUR ROAD NOW OR FORMERLY DIANA MANHEIMER- TAYLOR 44.12-1-4 CLEAR INSIDE CAB LEGTH ENTRANCE L CLEAR INSIDE C CAB WIDTH ENTRANCE CL L C NOW OR FORMERLY SARAH B. GILLEN & ROBERT B. JERSEY 44.12-1-6.2 NOW OR FORMERLY NANCY L. BOUTROSS 44.12-3-5 NOW OR FORMERLY PICCIANO ENTERPRISES LLC. 44.8-6-9.4 JEFFREY L. SHUCHAT & JACQUELINE K. TURNER 44.12-3-2 NOTE: THERE SHALL BE NO DEVIATION OF THE APPROVED PLANS WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE DIRECTOR OF TECHNICAL SERVICES OR OTHER AUTHORIZED INDIVIDUALS. FAILURE TO COMPLY WILL BE GROUNDS FOR THE ISSUANCE OF A "STOP WORK ORDER'. 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 TC MERRITTS LAND 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 SURVEYORS COLD SPRINGS, NY 10516 LAKEWOOD, NJ 08701 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE 394 BEDFORD ROAD, PLEASANTVILLE, NY 10570 NEW YORK STATE EDUCATION LAW. Page 59 TOWN NOTES: 18 SHEET NUMBER ZONING DISTRICT: R-40 & UNIVERSITY, COLLEGE OR SEMINARY (307-50) EXISTING PROPOSED EXISTING CAMPUS POPULATION TABLE 1. ALL DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR OVERALL TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DESCRIPTION REQ'D DODGE CITY DORMITORY SANCTUARY SITE BLDG BLDG BUILDING 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL 1 MIN. LOT AREA 25 ACRES 37.18 ACRES NO CHANGE NO CHANGE NO CHANGE IMPROVEMENTS TO BE DEDICATED TO THE TOWN OF CORTLANDT FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE DEDICATION. MIN. FRONTAGE 200 FEET 896.5 FEET NO CHANGE NO CHANGE NO CHANGE THIS SHALL INCLUDE TOPOGRAPHY AND UTILITY ELEVATIONS. MIN. FRONT YARD 100 FEET 49.0 FEET 186.7 193.9 280.3 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL ON-SITE IMPROVEMENTS FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF ORIGINAL DATE: 11/17/2025 4 TOWN COMMENTS 2-18-26 6 TOWN COMMENTS 6-12-26 5 TOWN COMMENTS 5-13-26 1 MISC. REVISIONS 12-17-25 MIN. SIDE YARD 100 FEET 244 FEET 496.1 472.7 386.4 CERTIFICATE OF OCCUPANCY. THIS SHALL INCLUDE TOPOGRAPHY AND 2 MISC REVISIONS 1-26-26 3 MISC. REVISIONS 2-9-26 UTILITY ELEVATIONS. MIN. REAR YARD 100 FEET 775 FEET 969.8 944.4 989.2 PROJECT NUMBER: 4. PRIOR TO THE BACKFILLING OF ANY STORM WATER BEST MANAGEMENT MAX. BLDG HEIGHT 70 FEET <35 FT 30 FEET 51.3 FT 28.4 FT PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. MAX. BLDG STORIES 2-21 2-1/2 2 3 2 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS MAX. BLDG COVERAGE 25% 3.3% 27,126 S.F. 48,228 SF 9,047 S.F. UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED MIN. LANDSCAPED COVER 50% 78.0% PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED TO TOWN’S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE PARKING PROVIDED - 35 + 3 HANDICAP SPACES FORWARDED TO THE TOWN’S PLANNING BOARD ENGINEER FOR REVIEW AND APPROVAL. BUILDING CODE ANALYSIS 6. PRIOR TO ACCEPTANCE OF THE ROAD AND DRAINAGE FACILITIES, THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS ENGINEER THAT THE PROPERTY DATA COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING OR DOWNSTREAM PROPERTIES. PROPERTY OWNER CONGREGATION YESHIVA OHR HAMEIR APPLICANT CONGREGATION YESHIVA OHR HAMEIR 7. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN OF 141 FURNACE WOODS ROAD LOCATION CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER CORTLANDT MANOR, NY 10567 COUNTY DEPARTMENT OF HEALTH. TAX MAP DATA SECTION 44.12 BLOCK 1 LOT 3.1 CIARCIA ENGINEERING, P.C. PROPOSED 8. THERE SHALL NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK SITE AREA 37.182 ACRES CRUSHER OR SIMILAR EQUIPMENT ON-SITE. PAVEMENT 9. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES (DOES). SURVEY DATA YORKTOWN HEIGHTS, NY 10598 10. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND GRADES. 360 UNDERHILL AVENUE WATSON. 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). 11. NOTIFY DOTS 48 HOURS PRIOR TO INITIATING WORK. 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. 12. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. COMMUNITY DATA 13. BACKFLOW PREVENTION DEVICES SHALL BE DESIGN AND INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF SCHOOL DISTRICT: HENDRICK HUDSON APPROVED BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR NEAREST SCHOOL: BLUE MOUNTAIN MIDDLE SCHOOL (0.6 MILES) DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND BUILDING CODE FIRE DISTRICT: MOHEGAN LAKE FIRE DISTRICT NEAREST FIREHOUSE: 3 MILES NEAREST PARK: BLUE MOUNTAIN (ADJACENT) 3 ZONING DATA PERMITTED USES : PROPOSED FACILITY OPERATES AS A "UNIVERSITY, COLLEGE OR BUILDING SEMINARY" BY A SPECIAL PERMIT ISSUED PURSUANT TO CHAPTER 307-50 OF THE TOWN OF CORTLANDT ZONING ORDINANCE . PROJECT INFORMATION PLANNING BOARD NOTES 1. THE SEWER LINE WILL BE DESIGNED WITH SUFFICIENT CAPACITY, AS DETERMINED BY PROPOSED THE DEPARTMENT OF TECHNICAL SERVICES, CONCRETE TO ACCOMODATE PROPERTIES ALONG, AND IN THE IMMEDIATE VICINITY OF, THE ROUTE OF CURB RELOCATED THE PROPOSED SEWER LINE. PROPANE 2 TANK 2. AT THE TIME OF BUILDING PERMIT APPLICATION, THE APPLICANT SHALL INSPECT AND REMOVE ALL DEAD, DISEASED AND/OR HAZARDOUS TREES THAT COULD IMPACT THE TOWN ROAD AND/OR RIGHT OF WAY OF 4.8% 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. PROPOSED PROPOSED TRASH 3. AT TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY THE APPLICANT SHALL CURB ENCLOSURE CONSTRUCT AN ON-SITE WALKING PATH TO 4.5%' THE SATISFACTION OF THE DIRECTOR OF PROPOSED TECHNICAL SERVICES. PAVEMENT 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. THE 100-YEAR FLOOD ELEVATION ON THE PROPERTY WAS AMMENDED SITE PLAN DETERMINED TO BE 308.3 BASED ON HYDROLOGY MODELING. REPLACE YESHIVA OHR HAMEIR 2H ASPHALT PAVEMENT Prepared For 13 LEGEND EXISTING SIDEWALK 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 60 18 BUILDING DEMOLITION NOTES CONSTRUCTION NOTES: GENERAL NOTES LEGEND SHEET NUMBER 1. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF INDUSTRIAL NYS CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION AND THE FIRE CODE OF NYS CHAPTER 14 CODE RULE 753 REGULATIONS. EXCAVATORS AND CONTRACTORS MUST CONTACT FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. DIG SAFELY NEW YORK (STAKEOUT REQUESTS: 1-800-962-7962 OR 811) AT LEAST 48 2. ALL INTERIOR WALL FOOTINGS AND FOUNDATIONS AND ANY OTHER BELOW-GRADE STRUCTURES TO HOURS IN ADVANCE OF ANY MECHANIZED DIGGING OR EXCAVATION WORK TO 2 BE REMOVED SHALL BE EXCAVATED, REMOVED AND ANY VOID CREATED BE BACKFILLED WITH SELECT COMPACTED FILL MATERIAL, COMPACTED TO 98% UNDER BUILDING SLAB AND FOUNDATIONS, ENSURE UNDERGROUND UTILITY LINES ARE MARKED AND 95% UNDER PAVEMENT. 2. CONTRACTOR SHALL IDENTIFY ALL EXISTING UNDERGROUND UTILITIES WITHIN THE 3. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS REMOVED AND NOT SALVAGED, LIMITS OF WORK. ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK SHALL BE INCLUDING ALL EXCAVATED MATERIAL, OFF-SITE AND IN A LEGAL MANNER. DISCONNECTED PRIOR TO COMMENCEMENT OF ANY WORK. REMOVAL NOTES 4 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 11-17-25 11 TOWN COMMENTS 6-12-26 10 TOWN COMMENTS 5-13-26 THE CONTRACTOR SHALL INSTALL TEMPORARY MESH CONSTRUCTION FENCE TO 9 TOWN COMMENTS 2-18-26 3. 6 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 3/27/2012 4. CONTRACTOR SHALL USE CARE DURING DEMOLITION TO AVOID DISTURBING OR DAMAGING 2 MISC. REVISIONS 6-11-25 3 MISC. REVISIONS 8-19-25 7 MISC. REVISIONS 1-26-26 1 MISC. REVISIONS 4-18-25 PROTECT ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE. 8 MISC. REVISIONS 2-9-26 ADJACENT ABOVE-GRADE OR SUBGRADE STRUCTURES, FACILITIES, CURBS, PAVEMENTS, AND PERIMETER FENCING, WALLS OR LANDSCAPING, ETC. ANY DAMAGE RESULTING FROM THIS WORK 4. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, BOTH ABOVE AND WILL BE RESTORED AT THE CONTRACTOR'S EXPENSE. TR* 8 MAPLE PROJECT NUMBER: 5. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE ROOT SYSTEMS OF EXISTING BELOW THE SURFACE, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES TREES TO REMAIN. BULK MATERIAL, EQUIPMENT, OR VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIP LINE OF ANY TREE. WHEN NECESSARY, THE CONTRACTOR SHALL SURVEY DATA BETWEEN THE INFORMATION SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S FIELD REPRESENTATIVE AND/OR ENGINEER PRIOR TR* 8 MAPLE EXCAVATE BY HAND WITHIN THE DRIP LINE OF EXISTING TRESS, OR AS DIRECTED BY THE OWNER'S 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND TO COMMENCING WORK. FIELD REPRESENTATIVE. WATSON. 6. IN AREAS DESIGNATED FOR EXCAVATION, ALL EXISTING PAVEMENTS AND STRUCTURES SHALL BE 5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). REMOVED ACCORDING TO THE PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE OWNER'S REGULATIONS GOVERNING THE WORK. THE CONTRACTOR SHALL COORDINATE 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. FIELD REPRESENTATIVE. DEMOLITION WITH THE (T) CORTLANDT APPLICABLE AGENCIES, UTILITY COMPANIES, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, EXCAVATING, AND DISPOSING OF ALL AND/OR SUB-CONTRACTORS. MATERIALS INDICATED FOR REMOVAL ACCORDING TO THE SITE REMOVALS PLAN. 6. THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS AND/OR UTILITY 8. THE OWNER & CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING WORK. COMPANIES MAY BE WORKING IN THE AREA AT THE SAME TIME. THE CONTRACTOR SHALL COORDINATE WORK SUCH THAT THERE ARE NO CONFLICTS IN OPERATION. 7. ABOVE OR BELOW GROUND TANKS, SHOULD ANY EXIST, MUST BE PROPERLY EMPTIED, CLEANED AND REMOVED. REMOVAL OF UNDERGROUND TANKS MAY WETLANDS FLAGGING REQUIRE A TANK PERMIT FROM TOWN OF CORTLANDT BUILDING DEPT. CONFIRMATION ON WHETHER SOIL REMEDIATION IS REQUIRED SHALL BE PROVIDED, SHOULD UNDERGROUND TANKS BE DISCOVERED AND REMOVED. 1. STATE WETLANDS BOUNDARY FLAGGED BY STEVEN MARINO FROM TIM MILLER S 20° 22' 30" E ASSOCIATES AND CONFIRMED BY SARAH A. PAWLICZAK FROM NYSDEC ON JUNE 7, 72.43' S 26° 25' 10" E 8. THE OWNER SHALL OBTAIN AND PROVIDE AN ASBESTOS ABATEMENT CERTIFICATE 2023 AND SEPETMBER 19, 2024. 24.61' TO THE TOWN OF CORTLANDT BUILDING DEPARTMENT INDICATING THAT IN THE S 32° 00' 30" E S 8° 53' 10" E EVENT ASBESTOS IS DISCOVERED WITHIN STRUCTURES, IT WAS PROPERLY 2. TOWN OF CORTLANDT WETLANDS FLAGGED BY PAUL J. JAEHNIG ON AUGUST 7, CIARCIA ENGINEERING, P.C. 67.13' 84.10' S 20° 22' 20" E ENCAPSULATED AND REMOVED OFF SITE. 2025 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. WOO 8.70' DS S 2° 30' 50" W 22.11' S 16° 06' 40" W S 17° 21' 10" E S 43° 35' 30" E S 21° 15' 30" E 39.13' 22.83' S 1° 50' 40" E X S 43° 58' 10" E 8.04' S 10° 55' 50" E 10.36' 140.03' C E S 23° 17' 00" E S 46° 28' 50" E YORKTOWN HEIGHTS, NY 10598 59.11' 14.30' NA 52.95' FUR S 36° 33' 30" E 37.99' X S 24° 17' 20" E S 35° 45' 00" E X ROAD 360 UNDERHILL AVENUE S 32° 03' 40" E 23.99' 11.35' 17.34' FM S 17° 26' 50" E 36.70' EXISTING WALL TO S 20° 57' 30" E S 15° 44' 10" E X 24.78' BE REMOVED S 28° 07' 00" W FM 65.00' FM BUILDINGS TO X FM FM 104.12' BE REMOVED 20.16' 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 WALK AND 22.76' FM PAVEMENT TO SERVICE TO REMAIN S 38° 23' 20" E FM N 81° 03' 20" E BE REMOVED 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 AND 167.88' X STAIRS TO BE REMOVED EXISTING WALL TO BE REMOVED X N 84° 13' 30" E 33.40' X UTILITY POLE PAVEMENT TO BE REMOVED EXISTING / DEMOLITION TO BE REMOVED X X S 3° 22' 40" E WALK TO BE REMOVED X X 116.36' N 64° 01' 40" E 13 STAIRS AND WALLS TO BE REMOVED S 36° 24' 45" W ISLAND TO 14.13' BE REMOVED PLAN EXISTING WATER EXISTING METER TO BE BASKETBALL RELOCATED BACKBOARDS TO S 53° 44' 10" W BE REMOVED 45.67' ASPHALT TO 2.55' BE REMOVED W PAVEMENT TO BE REMOVED EXISTING SSDA AREA 'D' TO BE ABANDONED TREES TO BE REMOVED (TYP.) BUILDING X FOUNDATION TO BE REMOVED X N 59° 42' 30" E 172.39' EXISTING SSDA AMMENDED SITE PLAN AREA 'C' TO BE ABANDONED YESHIVA OHR HAMEIR FEMA ZONE A UTILITY POLE TO BE REMOVED BUILDING TO BE REMOVED Prepared For SEPTIC TANK AND PUMP WET WELL TO BE PUMPED APPROXIMATE FEMA AND FILLED WITH ZONE AE 100-YEAR SAND ELEVATION 308.3 UTILITY POLE TO BE REMOVED PAVEMENT TO BE REMOVED N 59° 04' 10" E 228.92' UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SCALE: 1"=40' X:\Details\811Eng_ver_BW.jpg DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 61 FLOODPLAIN MITIGATION ANALYSIS PARKING SUMMARY 18 LEGEND SHEET NUMBER TOTAL AREA OF DISPLACED FLOODPLAIN 11,214 SQ.FT. PARKING SPACES 33 AVERAGE ELEVATION OF FILLED AREA 307.5 FT. (307.0 - 308.0) HANDICAP SPACES 4 TOTAL FLOODPLAIN DISPLACEMENT 5,607 CU.FT. RESERVE SPACES 71 TOTAL SPACES 108 3 TOTAL MITIGATION FLOODPLAIN MITIGATION AREA 7,290 SQ.FT. AVERAGE ELEVATION OF MITIGATION AREA 309.0 FT. (308.0 - 310.0) TOTAL FLOODPLAIN MITIGATION 7,290 CU.FT. 2 TOWN COMMENTS 11-17-25 1 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 1-26-26 8 TOWN COMMENTS 6-12-26 6 TOWN COMMENTS 2-18-26 7 TOWN COMMENTS 5-13-26 3 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 8/19/2025 5 MISC. COMMENTS 2-9-26 PROJECT NUMBER: 2H LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS CE YORKTOWN HEIGHTS, NY 10598 A FU RN ROAD 360 UNDERHILL AVENUE FM FM FM FM FM FM FM FM 4 FM FM 7 FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM ( FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED TRASH CURB ENCLOSURE PROPOSED SITE PLAN 26" PAVEMENT RESERV E SPACES PROPOSED 51 CURB PROPOSED 20 GUIDERAIL PROPOSED RE SIDEWALK S SP ERV AC E ES PROPOSED CONCRETE CURB HVAC OIL TANK AMMENDED SITE PLAN YESHIVA OHR HAMEIR REPLACE Prepared For 2H ASPHALT PAVEMENT APPROXIMATE FEMA ZONE AE 100-YEAR 13 ELEVATION 308.3 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 62 LEGEND 18 SHEET NUMBER 4 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 10 TOWN COMMENTS 6-12-26 9 TOWN COMMENTS 5-13-26 8 TOWN COMMENTS 2-18-26 6 TOWN COMMENTS 1-26-26 5 MISC. REVISIONS 12-17-25 7 TOWN COMMENTS 2-9-26 2 MISC. REVISIONS 4-18-25 1 MISC. REVISIONS 3-28-25 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: W W W W W SMH-2 CIARCIA ENGINEERING, P.C. PROPOSED NEW WOO 8" WATER VALVES DS C E YORKTOWN HEIGHTS, NY 10598 RNA FU ROAD 360 UNDERHILL AVENUE FM FM FM FM FM FM FM FM 4 FM 20' FM 20' 7 FM WATERMAIN APPROXIMATE LOCATION OF FM EASEMENT FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM 20' FM FM FM FM W APPROXIMATE LOCATION OF FM FM W FM W EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 0+00 0+5 AL E 3 .00 0.00 SW N PROPOSED 2"COP IO DOMESTIC SERV PER 1+0 RS ICE 0.00 VE DI 1H 1+5 0.00 W W W PROPOSED 4"DIP W CL54 FIRE SERVICE 2+0 4 0.00 W PROPOSED 4"DIP PROPOSED 2"COP GRADING & UTILITY PLAN W CL54 FIRE SERVICE PER 2 W W DOMESTIC SERV ICE W W YD-2 W W PROPOSED 1"COP W DOMESTIC SERV PER W W W W W W 2+ W W W W ICE CB-1 W W W W W 5 W W W 0.0 W W W W W W 0 W W W W 6+00.00 W .00 26" W 6+50.00 7+00.00 W 50 RESERV 20' W W 5+ E SPAC SANITARY ES W 3+ W SEWER 51 EASEMENT W 00 W YD-4 .00 CB-2 YD-3 .00 3+50.00 00 7+50.00 5+ 4+00.00 8+00.00 CB-5 4+50.00 8+50.008+69.11 FD-1 PROPOSED 20 GUIDERAIL RE S SP ERV AC E YD-1 ES W W W AMMENDED SITE PLAN CB-3 YESHIVA OHR HAMEIR PROPOSED 4"DIP W W CL54 FIRE SERVICE W W PROPOSED HYDRANT PROPOSED 2"COP PER Prepared For DOMESTIC SERV ICE 2H APPROXIMATE FEMA ZONE AE 100-YEAR 13 ELEVATION 308.3 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 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 63 CONSTRUCTION SCHEDULE LEGEND 18 SHEET NUMBER 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 16. CONSTRUCT REMAINDER OF BUILDING, DRIVEWAY AND PARKING AREAS. FIRST INSTALL CURBS, ASPHALT 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 BINDER, AND CONCRETE SIDEWALK. ONCE BINDER COURSE IS INSTALLED, DRAINAGE OUTLET MAY BE STORMWATER PRACTICES. BASIN. SEDIMENT EXCAVATED FROM THE BASIN SHALL NOT BE STOCKPILED AND SHALL BE REMOVED UNBLOCKED. IMMEDIATELY FROM THE SITE. 17. BACKFILL CURBS, GRADE, PLACE FINAL SOIL TOPPING AND PUT IN PLACE PERMANENT VEGETATIVE COVER OVER 5 6. BEGIN ROUGH GRADING THE SITE. CONTRACTOR TO LIMIT EXPOSURE OF DENUDED SOILS BY PROVIDING ALL DISTURBED AREAS, LANDSCAPE BEDS, SLOPES, ETC. 1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AN OWNER OR OPERATOR SHALL HAVE EACH CONTRACTOR TEMPORARY STABILIZATION FOR WORK AREAS THAT WILL REMAIN UNDISTURBED FOR OVER SEVEN (7) 18. ONCE SITE STABILIZATION HAS TAKEN PLACE (AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL AND SUBCONTRACTOR, THAT HAS BEEN IDENTIFIED AS BEING RESPONSIBLE FOR IMPLEMENTATION OF THE DAYS. CHIPPED ROCK THAT IS NOT SUITABLE TO REMAIN ON SITE SHALL BE HAULED AWAY AND PROPERLY STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IDENTIFY AT LEAST ONE EMPLOYEE FROM THEIR COMPANY DISPOSED OF AN AREA HAS BEEN PROVIDED FOR THE STOCKPILING OF REMOVED SOIL AND ROCK WHICH IS NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND (TRAINED CONTRACTOR) THAT HAS RECEIVED 4 HOURS OF ENDORSED E&SC TRAINING. THE TRAINED TO BE REMOVED FROM THE SITE. SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS), REMOVE ALL CONTRACTOR MUST BE ON SITE DAILY WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PERFORMED AND WILL BE 7. ROUGH GRADE BUILDINGS, DRIVEWAY, AND PARKING AREA. TEMPORARY EROSION AND SEDIMENT CONTROLS, UNPLUG THE DRAINAGE SYSTEM TO ALLOW RUNOFF TO ENTER 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 RESPONSIBLE FOR IMPLEMENTATION OF THE PRACTICES INCLUDED IN THE SWPPP. 9 TOWN COMMENTS 6-12-26 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 8. BEGIN CONSTRUCTION OF BUILDING. THE STORMWATER MANAGEMENT SYSTEM. LOD LOD LOD 6 TOWN COMMENTS 2-9-26 2 MISC. REVISIONS 6-11-25 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 2. AN OWNER OR OPERATOR OF A REGULATED CONSTRUCTION PROJECT, HALL HAVE A QUALIFIED INSPECTOR 9. BEGIN THE EXCAVATION AND INSTALLATION OF THE STORMWATER MANAGEMENT SYSTEM. PROTECT TRENCHES CONDUCT SPECIFIC SITE INSPECTIONS. QUALIFIED INSPECTORS WHO WORK ON THESE SITES (I.E., INDIVIDUALS AND OPEN EXCAVATIONS FROM EROSION. ENTRY INTO THE SYSTEM SHALL BE BLOCKED OFF UNTIL SITE WINTER STABILIZATION NOTES: WORKING UNDER DIRECT SUPERVISION OF, AND AT THE SAME COMPANY AS, A LICENSED PROFESSIONAL PROJECT NUMBER: HAS REACHED FINAL STABILIZATION. ONCE SYSTEM HAS BEEN INSTALLED, BACKFILL, SEED WHERE NECESSARY, ENGINEER OR REGISTERED LANDSCAPE ARCHITECT OF NYS) ARE REQUIRED TO COMPLETE 4 HOURS OF E&SC AND REINSTALL MEASURES TO CORDON OFF THE SYSTEM FROM DISTURBANCE. IF CONSTRUCTION ACTIVITIES ARE EXPECTED TO EXTEND INTO OR OCCUR DURING THE WINTER SEASON THE TRAINING UNDER THE GENERAL PERMIT. 10. DURING SITE CONSTRUCTION MAINTAIN AND RE-ESTABLISH AS REQUIRED EROSION CONTROL AND CONTRACTOR SHALL ANTICIPATE PROPER STABILIZATION AND SEQUENCING. CONSTRUCTION SHALL BE 3. A LICENSED SURVEYOR MUST DEFINE INFRASTRUCTURE LOCATIONS, LIMITS OF DISTURBANCE, STABILIZATION MEASURES AS REQUIRED BY THE SITE PLAN AND DETAILS. SEQUENCED SUCH THAT WHEREVER POSSIBLE AREAS OF DISTURBANCE THAT CAN BE COMPLETED AND STORMWATER BASIN LIMITS, AND GRADES IN THE FIELD PRIOR TO START OF ANY CONSTRUCTION. LIMITS 11. EXCAVATE TO THE SUB-GRADE LEVEL. SCARIFY THE EXISTING SOIL TO A DEPTH OF 12-INCHES BY ROTOTILLING OR PERMANENTLY STABILIZED SHALL BE DONE BY APPLYING AND ESTABLISHING PERMANENT VEGETATIVE COVER OF DISTURBANCE SHALL BE MARKED WITH THE INSTALLATION OF CONSTRUCTION FENCE OR APPROVED EQUAL. OTHER MEANS ACCEPTABLE TO THE ENGINEER. INSTALL ALL COURSES OF STONE AS PER THE SPECIFICATIONS BEFORE THE FIRST FROST. AREAS SUBJECT TO TEMPORARY DISTURBANCE THAT WILL NOT BE WORKED FOR AN THE EXTENTS OF THE STORMWATER MANAGEMENT SYSTEM SHALL BE CORDONED OFF TO MINIMIZE THE EXTENDED PERIOD OF TIME SHALL BE TREATED WITH TEMPORARY SEED, MULCH, AND/OR EROSION BLANKETS. GIVEN ON THE PLAN. DISTURBANCE ON THIS AREA. 12. INSTALL BASE COURSE OF ITEM 4 IN ALL PAVEMENT AREAS. STABILIZE ALL OPEN AREAS WITH SEED AND MULCH. 4. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL POST CONSTRUCTION MAINTENANCE: 14. ONCE BASE COURSE HAS BEEN INSTALLED AND OPEN AREAS STABILIZED, BEGIN REMOVAL OF SEDIMENT PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THIS SHALL INCLUDE, BUT NOT LIMITED TO TRAP. CLEAN OUT THE ACCUMULATED SEDIMENT AND ROUGH GRADE THE REMAINDER OF THE PARKING AREA. SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. INSTALL THE SEDIMENT 15. COMPLETE INSTALLATION OF STORMWATER MANAGEMENT SYSTEM. Control to be Inspection Maintenance TRAP IN THE LOCATION SHOWN ON THE PLANS. THIS SEQUENCE MUST BE FOLLOWED TO INSURE PROPER Inspected Frequency Maintenance Procedure Threshold Criteria IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTION Drain Inlets/ Filter Insert Quarterly 3"+ accumulated sediment Remove debris and sediment annually. PREVENTION PLAN (SWPPP). CORDON OFF STORMWATER PRACTICES AS SHOWN ON THE E&SC PLAN TO PREVENT COMPACTION OF UNDERLYING SOILS. DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS THE SITE TO Detention Pond Annually 3"+ accumulated sediment Remove debris and sediment annually. THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING. 5. STRIP SITE, CLEAR VEGETATION, AND PLACE TOPSOIL IN STOCKPILE LOCATIONS SHOWN ON THE PLAN. LOD CIARCIA ENGINEERING, P.C. WOO LOD LOD LOD DS LOD CE YORKTOWN HEIGHTS, NY 10598 N A FUR SCE LO LOD D ROAD 360 UNDERHILL AVENUE FM LOD FM FM LOD FM FM FM FM FM FM LOD FM FM LOD FM LO LOD D FM LOD FM LOD LOD LO FM D LOD FM LOD 20' FM FM LOD FM FM SCE FM FM LO LO LOD FM D D LOD FM LOD LOD FM LOD FM LOD LO LO D D LOD LOD LOD ALE LOD LO LOD SW D LOD LOD N O SI LOD LOD LOD LOD ER PROPOSED LOD IV BUILDING LOD LOD D LOD LOD LOD LOD PROPANE LOD LOD LOD LOD TANK LOD LOD LOD D LOD EROSION CONTROL PLAN LO LOD RELOCATED LOD PROPANE LOD TANK LOD PROPANE CLEAR INSIDE LOD TANK CAB LEGTH ENTRANCE L C CLEAR INSIDE CAB WIDTH ENTRANCE C L LOD LOD LOD YD-2 LOD LOD LOD D L C LOD LO LOD LOD LOD CB-1 LOD PROPOSED TRASH LOD LOD ENCLOSURE SCE 26" LOD LOD D LO 20' SANITARY SEWER LOD LOD EASEMENT YD-4 CB-2 YD-3 LOD LOD LO D LOD LOD LO D LOD CB-5 FD-1 SCE D LO LOD LOD LOD LOD LOD PROPOSED LOD LOD SIDEWALK LOD YD-1 LOD LOD HVAC LO LOD LOD D LOD OIL LO TANK D LOD LOD LOD LOD AMMENDED SITE PLAN LOD LO LOD LOD D LOD D LOD LO LOD LOD CB-3 D TEMPORARY CONS YESHIVA OHR HAMEIR LO LO D TRUCTION FENCE LO D LOD LO D LOD LO D LO LOD D LO Prepared For D D LO LO D D LO LIMIT OF DISTURBANCE 4.07 ACRES LO D APPROXIMATE FEMA LO 100-YEAR FLOOD D ELEVATION 308.3 LOD LO D LOD LOD LOD LOD TEMPORARY LOD D LOD LOD CONSTRUCTION LO LO LOD LOD LOD FENCE D LOD LOD LOD LOD LO D D LO D LO LO D D LO LO D D LO LO D 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 64 18 SHEET NUMBER PS SMH-1 SMH-2 SMH-3 SMH-4 SMH-5 SMH-6 SMH-7 SMH-8 6 3 TOWN COMMENTS 10-13-25 8 TOWN COMMENTS 6-12-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 5-13-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: I V. 330 330 . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 320 320 310 310 CIARCIA ENGINEERING, P.C. 300 300 YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE 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 8+50 9+00 1"DRIVEWAY = 40' H PROFILE 1" = 8' V 4 FM 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 SMH-1 0+00 0+5 3 .00 0.00 PROPOSED ON-SITE 1+0 0.00 SEWER DESIGN 1H 1+5 0.00 2+0 4 0.00 2 SMH-2 YD-2 2+ CB-1 X 50 X .00 SMH-5 6+00.00 .00 6+50.00 7+00.00 50 SMH-6 RESERV 20' 5+ E SPAC SANITARY ES 3+ SEWER 51 EASEMENT 00 YD-4 .00 CB-2 YD-3 .00 SMH-3 3+50.00 00 7+50.00 5+ 4+00.00 SMH-7 8+00.00 CB-5 4+50.00 SMH-4 8+50.008+69.11 FD-1 20 RE S SP ERV AMMENDED SITE PLAN AC E YD-1 ES YESHIVA OHR HAMEIR X Prepared For X CB-3 2H 13 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 65 18 SHEET NUMBER 7 3 TOWN COMMENTS 10-13-25 9 TOWN COMMENTS 6-12-26 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 330 330 PROJECT NUMBER: 330 330 I V. . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 320 320 320 320 320 320 320 320 320 310 310 310 310 310 310 310 310 310 CIARCIA ENGINEERING, P.C. 300 300 300 300 300 300 300 300 300 0+00 0+50 1+00 1+50 1+91 0+00 0+50 0+71 0+00 0+50 1+00 1+30 0+00 0+50 1+00 1+50 1+90 0+00 0+50 1+00 1+50 2+00 YORKTOWN HEIGHTS, NY 10598 DRIVEWAY PROFILE 360 UNDERHILL AVENUE YD - 3 STORM PROFILE CAFETERIA BUILDING STORM PROFILE DORMATORY BUILDING STORM PROFILE FLOOD PLAIN STORM PROFILE POOL BUILDING STORM PROFILE 1" = 40' H 1" = 40' H 1" = 40' H 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V 1" = 8' V 1" = 8' V 1" = 8' V FM APPROXIMATE LOCATION OF FM PROPOSED FM EXISTING 1" COPPER WATER CURB FM PROPOSED SERVICE TO REMAIN FM PAVEMENT FM WIDENING FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM X FM E AL SW N S IO VER DI CLEAR INSIDE CAB LEGTH ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL CL 320 320 PROPOSED ON-SITE X STORM DESIGN X PROPOSED CURB PROPOSED PAVEMENT 310 310 20' SANITARY PROPOSED SEWER EASEME CURB NT 300 300 0+00 0+50 0+56 PROPOSED GUIDERAIL DRIVEWAY PROFILE DORMATORY BUILDING STORM PROFILE 1" = 40' H PROPOSED CONCRETE CURB 1" = 8' V X X AMMENDED SITE PLAN TEMPORARY CONS YESHIVA OHR HAMEIR TRUCTION FENCE REPLACE Prepared For ASPHALT PAVEMENT APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 TEMPORARY CONSTRUCTION FENCE 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 66 18 SHEET NUMBER 8 WATERMAIN INSTALLATION STANDARDS ¾” ” ORIGINAL DATE: 10/13/2025 4 TOWN COMMENTS 6-12-26 3 TOWN COMMENTS 5-13-26 1 MISC. REVISIONS 12-17-25 2 TOWN COMMENTS 2-9-26 340 340 PROJECT NUMBER: 330 330 1" = 40' H 5 1" = 8' V WATERMAIN PROFILE 320 320 CIARCIA ENGINEERING, P.C. 310 310 YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE 300 300 290 290 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 7+36 0+00.00 PROPOSED NEW WOO 8" WATER VALVES X DS A CE RN 0+50.00 X FU X ROAD X X X X 20' PROPOSED ON-SITE 0 20' 0.0 WATERMAIN APPROXIMATE LOCATION OF EASEMENT EXISTING 1" COPPER WATER 1+0 SERVICE TO REMAIN 20' WATERMAIN W W W APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER X SERVICE TO REMAIN .00 SMH-1 0 0+00 0+5 E 1+5 .00 0.00 AL SW N PROPOSED 2"COP S IO DOMESTIC SERV PER 1+0 ER ICE 0.00 DI V 1+5 2+00.00 0.00 W W W PROPOSED 4"DIP W CL54 FIRE SERVICE 2+0 0.00 W PROPOSED 4"DIP W CL54 FIRE SERVICE PROPOSED 2"COP W DOMESTIC SERV PER W ICE CLEAR INSIDE CAB LEGTH SMH-2 ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL W W CL YD-2 2+ W W PROPOSED 1"COP 50 W DOMESTIC SERV PER W W W W W W 2+ W W W W W ICE .00 CB-1 W W W W X 50 W ¾” W W X W W .0 W W W W 0 W W W W SMH-5 6+00.00 W .00 26" W 6+50.00 7+00.00 W 3+ 50 W SMH-6 20' 00 W 5+ SANITARY .00 W 3+ W SEWER EASEMENT W 00 W YD-4 AMMENDED SITE PLAN .00 CB-2 YD-3 ¾” .00 SMH-3 3+ 3+50.00 ¾” 00 YESHIVA OHR HAMEIR 7+50.00 5+ 50 4+00.00 SMH-7 8+00.00 .00 CB-5 4+50.00 SMH-4 8+50.008+69.11 FD-1 PROPOSED Prepared For GUIDERAIL 4+00.00 YD-1 W W W 4+50.00 X X CB-3 5+ 00 .0 PROPOSED 4"DIP 0 W W 5+5CL 54 FIR 0.00 E SERVICE 6+00.00 W W PROPOSED 6+50.00 PROPOSED 2"COP 7+00.00 7+35.82 HYDRANT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DOMESTIC SERV PER ICE DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 67 18 SHEET NUMBER 9 340 340 GRADE BREAK STA = 0+00.75 50.000VC 3 TOWN COMMENTS 10-13-25 9 TOWN COMMENTS 6-12-26 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 50.000VC PROJECT NUMBER: ELEV = 324.091 -7.3 I V. . UMPN 330 330 1 DRAFT 1-29-25 5% 2 DRAFT3-3-2025REVP 50.000VC 60.335VC 50.000VC GRADE BREAK STA = 2+59.89 -3.29% 330 330 320 320 -9. 90% ELEV = 310.139 0.19% 75.000VC -0.51% -0.00% 320 -10 .81 320 310 310 % CIARCIA ENGINEERING, P.C. -1.03% 310 310 300 300 YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE 300 300 290 290 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 DRIVEWAY PROFILE DRIVEWAY PROFILE 340 340 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V WOO DS PROPOSED ROAD PROFILE A CE FU RN ROAD FM FM FM FM FM FM FM 4 FM 7 FM FM PROPOSED FM CURB PROPOSED PAVEMENT FM 0 20' WIDENING 0.0 FM 1+5 1+00. FM 00 FM FM 0+50. FM 1H 00 FM 0+00. 0+00 0+ 00 .00 50.00 E 00 AL 3 SW 2+00. N IO 1+0 RS PROPOSED 0.00 DIVE BUILDING 1+5 1H 0.00 PROPANE TANK 0 2+0 .0 4 0.00 026+50 PROPANE RELOCATED TANK 2 PROPANE TANK YD-2 2+70. 2+ CB-1 50 PROPOSED PROPOSED .00 TRASH CURB ENCLOSURE 6+00.00 PROPOSED 0 6+50.00 26" .0 PAVEMENT 7+00.00 50 RESERV 20' 5+ E SPAC SANITARY 3+ ES PROPOSED SEWER 51 EASEMCURB 00 ENT YD-4 .00 CB-2 YD-3 .00 AMMENDED SITE PLAN 3+50.00 00 7+50.00 4+00.00 5+ 8+00.00 CB-5 4+50.00 8+50.08+ 0 69.11 YESHIVA OHR HAMEIR FD-1 PROPOSED 20 GUIDERAIL PROPOSED RE SIDEWALK S SP ERV AC E YD-1 ES Prepared For PROPOSED CONCRETE CURB HVAC OIL TANK CB-3 TEMPORARY CONS TRUCTION FENCE REPLACE 2H ASPHALT PAVEMENT 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 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 68 18 SHEET NUMBER 0° 12 10 0° 15 90° 180° (Outer Wheel) 37.987ftMin Radius 48.2Outer ( 21ft Bod ° 60 Min y) Ra us di 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 6 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 6-12-26 2 MISC. REVISIONS 12-17-25 22.7 05ft 4 TOWN COMMENTS 2-9-26 22.9ftMin Radius ° 30 (Inner Wheel) PROJECT NUMBER: Max Kickout 0.4ft MOHEGAN FIRE DEPARTMENT LADDER TRUCK TEMPLATE FIRE TRUCK DATA CIARCIA ENGINEERING, P.C. WOO DS CE YORKTOWN HEIGHTS, NY 10598 A Mohegan 43 RN Mohegan 43 FU ROAD 360 UNDERHILL AVENUE FM FM FM FM FM FM FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM 20' FM FM ( FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 3 1H 4 3 Mohegan 4 2 FIRE TRUCK TURNING ANALYSIS YD-2 FIRE PROTECTION PLAN CB-1 26" RESERV 20' E SPAC SANITARY ES SEWER 51 EASEMENT YD-4 CB-2 YD-3 CB-5 FD-1 Mohegan 43 PROPOSED 20 GUIDERAIL RE S SP ERV AC E YD-1 ES AMMENDED SITE PLAN CB-3 TEMPORARY CONS YESHIVA OHR HAMEIR TRUCTION FENCE Prepared For 2H 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 TEMPORARY CONSTRUCTION FENCE 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 69 18 SHEET NUMBER 11 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 6 TOWN COMMENTS 5-13-26 7 TOWN COMMENTS 6-12-26 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 4 TOWN COMMENTS 2-9-26 PROJECT NUMBER: CIARCIA ENGINEERING, P.C. WOO X DS CE YORKTOWN HEIGHTS, NY 10598 A RN X FU X ROAD 360 UNDERHILL AVENUE FM X FM FM X FM FM FM X X FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM 20' FM FM FM FM FM APPROXIMATE LOCATION OF FM FM FM 20' EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM X FM E 3 AL S W N O R SI VE DI 1H 4 2 X FIGURE D103.1 ANALYSIS X 38.6' 25' 2025 FIRE CODE 26' RESERV 20' 20' E SPAC SANITARY ES SEWER 51 EASEMENT 15' R26' 150' PROPOSED 20 GUIDERAIL RE S SP ERV AC E 26'WIDE AERIAL FIRE ES APPARATUS 26' ACCESS ROAD 150' 32.3' X 20' X AMMENDED SITE PLAN R28' PROPOSED PORUS PAVER YESHIVA OHR HAMEIR 60' ACCESS ROAD DEAD-END APPARATUSFIR E 26' ACCESS RO LENGTH 327AD ' Prepared For 2H 13 APPROXIMATE FEMA 100-YEAR FLOOD 20' ELEVATION 308.3 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 70 18 SHEET NUMBER WOVEN WIRE FENCE SYMBOL (MIN. 14 1/2 GAUGE 50'MIN. EXISTING SYMBOL W/ MAX. 6" MESH PAVEMENT SPACING) 3' 5 :1 FLOW OPTIONAL SEDIMENT BASIN DEWATERING 12 DEVICE - I WITH 6" MIN. PERFORATED RISER 10' MAX. C. TO C. 6"MIN. 36" MIN. LENGTH FENCE FILTER MOUNTABLE BERM EXISTING POSTS DRIVEN MIN. 16" CLOTH PROFILE (OPTIONAL) GROUND CAP END UNLESS EQUAL TO INTO GROUND. OR GREATER THAN ELEV. OF 50'MIN. TOP OF FILL PRIMARY RISER CREST ANTI-VORTEX HEIGHT OF FILTER DEVICE 2 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 6-12-26 10'MIN. = 16" MIN. 2 1" PERFORATIONS 3 TOWN COMMENTS 2-9-26 EXISTING 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 1 MIN. 6" GROUND W RISER DIAMETER CMP FILTER CLOTH OVER LO W 8" MIN. O WIRE MESH PROJECT NUMBER: F EXISTING FLOW FL 12'MIN. 12'MIN. PAVEMENT FLOW APPROXIMATE ORIFICE PLATE PERSPECTIVE VIEW LOCATION PLAN VIEW MIN. 6" DIA. NYS DOT #2 STONE 10'MIN. 36" MIN. FENCE POST PIPE CORE CONTINUOUS BAND EXCAVATED AREA (AS REQUIRED) WOVEN WIRE FENCE (MIN. 14 1/2 BARREL GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS SIDE SLOPE 2:1 RISER BASE BASE PLATE (1/4") FLOW SIZE: D+24 UNDISTURBED GROUND 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PERFORATIONS OR SLITS MUST NOT BE MADE ANY LOWER THAN 6" ABOVE COMPACTED SOIL 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE EXCAVATED DEPTH TOP OF HORIZONTAL OUTFALL BARREL. 16"MIN. A 30 FOOT MINIMUM LENGTH WOULD APPLY). MIN. 1' TO A MAX. 2' WEEP HOLES GRAVEL SUPPORTED BY EMBED FILTER CLOTH BELOW TOP OF FOR HARDWARE CLOTH TO PERFORATIONS - 6" SPACING HORIZONTAL & A MIN. OF 6" IN GROUND. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4" INLET. DEWATERING ALLOW DRAINAGE AND RESTRICT VERTICAL LOCATED IN CONCAVE. 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 ENTRANCE TO SITE. OPTIONAL SEDIMENT BASIN DEWATERING 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DEVICE - II 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- POND STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS CONSTRUCTION SPECIFICATIONS EMBANKMENT CIARCIA ENGINEERING, P.C. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6" X 1/2" DIAM. ROD BOLTED OR IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. WELDED TO RISER FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 8" MIN. DIAMETER PERFORATED PIPE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL WRAPPED WITH FILTER 20' 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. MIN. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY CLOTH. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. 12"MIN. LAYER NYS DOT #2 STONE YORKTOWN HEIGHTS, NY 10598 MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH OUTFLOW 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES, STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 12"MIN. LAYER NYS DOT #2 STONE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. FILL EXCAVATION WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY 360 UNDERHILL AVENUE AND STABILIZE WITH PERMANENT SEEDING. CAP END 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH WELDED OR CEMENTED JOINT 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN RAIN. MAXIMUM DRAINAGE AREA 1 ACRE OF PIPE (WITH ADAPTER IF NECESSARY) "BULGES" DEVELOP IN THE SILT FENCE. U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, EXCAVATED DROP ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, RISER PIPE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, INLET PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DEWATERING DEVICES NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ( SEDIMENT TRAP DESIGN 1. SEDIMENT STORAGE ZONE VOLUME = 1,000 CU. FT. x NUMBER OF DISTURBED ACRES = 1,000 X 2.82 ACRES = 2,820 CU. FT. TOP OF ZONE ELEVATION = 308.5 2. DEWATERING ZONE VOLUME = 3,600 CU. FT. X NUMBER OF DRAINAGE AREA ACRES = 3.32 ACRE X 3,600 = 11,952 CU. FT TOP OF ZONE ELEVATION = 309.8 3. CLEANOUT AT 50% SEDIMENT STORAGE ZONE VOLUME = 308.3. 4. MINIMUM STORAGE AREA IS LARGER OF 0.01 10 X =Q0.01 X 14.66 = 0.15 0.015 X DA = 0.015 X 3.32 = 0.050 USE 0.15 ACRES - 0.17 ACRES PROVIDED TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (HAVING LOW AVAILABLE MOISTURE FOR PLANTS), STONY, SALTY, HAVE LOW PERMEABILITY, OR ARE EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND TREE TRANSPLANTS. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL PLANTINGS. DETAILS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, NON- VEGETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND REQUIRED DURATION OF USE. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. CATCH BASIN STORM DRAIN/ SOIL STOCKPILING N.T.S. SANITARY SEWER WATER MAIN CROSSING WATER SERVICE CONNECTION STORM/SANITARY SEWER AMMENDED SITE PLAN WATER LINE 10 FT. MIN. SEPARATION VALVES SHALL BE "MUELLER" YESHIVA OHR HAMEIR NON-RISING STEM A=2362-20 Prepared For STORM SEWER/WATER SEPARATION WATER CONNECTIONS SECTION WATERMAIN BEDDING 1. COMPACT BACKFILL TO 95 RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE IN 8-INCH LIFTS. ALL THRUST BLOCKS SHALL BE A MINIMUM OF 3,500 PSI CONCRETE. 2.RECYCLED FILL / ITEM 4 IS NOT PERMITTED AS BACKFILL. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE 3. WHEN DETERMINED BY DOTS, AND AS DIRECTED, REMOVE UNSUITABLE THRUST BLOCK DETAIL NEW YORK STATE EDUCATION LAW. 3 MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 4 INCH OR CRUSHED N.T.S. STONE. COMPACT IN 6-INCH LIFTS. Page 71 18 SIGNS SHEET NUMBER SYMBOL A B CLEAN WATER 13 DISCHARGE HOSE PUMP 12 - 18" ORIGINAL DATE: 10/13/2025 3 TOWN COMMENTS 6-12-26 2 TOWN COMMENTS 5-13-26 1 TOWN COMMENTS 2-9-26 GROUND WATER GROUND EDGE OF DISTURBED AREA TABLE WATER TABLE PROJECT NUMBER: TYPICAL SECTION 12"-24" DIAMETER DRIP LINE PLAN PERFORATED WATERMAIN INSTALLATION STANDARDS CORRUGATED OR PVC PIPE SIDE SLOPE VARIABLE ¾” ” 4 5 NYS DOT #2 OR EQUIVALENT 12" WASHOUT SIGN CONSTRUCTION SPECIFICATIONS 1. PIT DIMENSIONS ARE VARIABLE. CIARCIA ENGINEERING, P.C. CONCRETE WASHOUT STATION 2. THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 12-24" DIAMETER CORRUGATED OR PVC PIPE. TREE PROTECTION FENCE 3. A BASE OF NYS DOT #2 OR EQUIVALENT AGGREGATE SHOULD BE PLACED IN THE PIT TO A DEPTH OF 12". AFTER INSTALLING THE STANDPIPE, THE PIT SURROUNDING YORKTOWN HEIGHTS, NY 10598 THE STANDPIPE SHOULD BE BACKFILLED WITH NYS DOT #2 OR EQUIVALENT AGGREGATE. 4. THE STANDPIPE SHOULD EXTEND 12-18" ABOVE THE LIP OF THE PIT. 360 UNDERHILL AVENUE 4"- 6" Instructions Staple Pattern 5. IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM, (10 - 15cm) 1. Prepare soil before installing rolled erosion control Guide THE STANDPIPE SHOULD BE WRAPPED WITH FILTERCLOTH BEFORE INSTALLATION. products (RECPs), including any necessary application IT IS RECOMMENDED THAT 1/4"-1/2" HARDWARE CLOTH MAY BE PLACED AROUND THE of lime, fertilizer, and seed. Ground surface must be STANDPIPE, PRIOR TO ATTACHING THE FILTERCLOTH. free of debris, rocks, clay clods and raked smooth 4 - 6" 12" (30 cm) Plan View 10 - 15 cm sufficient to allow intimate contact of the RECP with the soil over the entirety of the installation. ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, 4 2. Begin at the top of the slope by anchoring the RECPs NEW YORK STATE DEPARTMENT OF TRANSPORTATION, DEWATERING 6" in a 6" (15 cm) deep X 6" (15 cm) wide trench. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, (15 cm) Anchor the RECPs with a row of staples/stakes/pins NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SUMP PIT spaced at ST apart in the bottom of the trench. ST Backfill and compact the trench after stapling and 3B 2 fold the roll over downslope. Secure RECPs over ST LT compacted soil with a row of staples/stakes/pins spaced at ST apart across the width of the RECPs. ST 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against 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 guide. RollMax RECPs and ECBs should utilize Staple Pattern C, TRMs and VMax materials should utilize Staple Pattern D. 4. The edges of parallel RECPs must be stapled with Underneath Roll Roll Overlap TOWN OF CORTLANDT NOTES: approximately 4" - 6" (10 - 15 cm) overlap. 1. ALL SEWER MAINS & SEWER SERVICES SHOWN ON THESE PLANS 4"- 6" 5. Consecutive RECPs spliced down the slope must Upper Roll SHALL BE POLYVINYL CHLORIDE (PVC) SDR35 OR SDR26. (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 2. HEAVY-DUTY WHITE FITTINGS AS MANUFACTURED BY GPK be 4" - 6" (10 - 15 cm). PRODUCTS, INC. OR APPROVED EQUAL SHALL BE USED FOR THE 3A 6. At the terminal end, secure each mat across the Staple Pattern CONSTRUCTION OF THE PVC SEWER SYSTEM. width with a row of staples/stakes/pins spaced at ST. If exposed to flow, foot traffic, wind uplift or other Dimension C D 5 disruption, trench the terminal end in as shown in 3. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM detail. WT 30" (75 cm) 24" (60 cm) ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL 1 7. Fasteners should provide a minimum of twenty BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT pounds of pullout resistance. Six-inch (10 cm) X LT 30" (75 cm) 20" (50 cm) PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE 12" (30 cm) one-inch (2.5 cm) eleven gauge staples are typically WESTCHESTER COUNTY DEPARTMENT OF HEALTH MAY ALLOW adequate. In loose soils, longer staples may be ST 18" (45 cm) 18" (45 cm) DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA necessary, twist pins can provide the greatest pullout Nominal FROM THE DESIGN ENGINEER. 6" 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 4. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A the minimum pullout requirements are met. ECB TRM MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE Application Bio-degradable fasteners shall not be used with VMax (Degradable) (Permanent) OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. 6 (TRM) or TMax (HPTRM) materials. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER *Note: Staple Pattern A and B used prior to 8/2019 have been discontinued. ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE 6" (15 cm) ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE EROSION BLANKET STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. 5. SANITARY SEWER SERVICE LINES SHALL BE TESTED IN CONJUNCTION WITH THE SEWER MAINS TO THE PROPERTY LINE EROSION CONTROL NOTES: OR EASEMENT LINE IN ACCORDANCE WITH THE LATEST WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES & REGULATIONS. 6. TESTING OF THE MANHOLES WITH THE PIPELINE SHALL NOT BE PERMITTED. MANHOLES & SANITARY SEWER LINES SHALL BE TESTED INDEPENDENTLY OF EACH OTHER. 7. MANHOLES & SANITARY SEWER LINES SHALL BE TESTED TO CONFORM WITH WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES & REGULATIONS IN THAT THE INFILTRATION/EXFILTRATION ¾” SHALL NOT EXCEED ONE HUNDRED (100) GALLONS/INCH DIAMETER OF PIPE/MILE/DAY. 8. AIR & VACUUM TESTING MAY BE PERFORMED ON THE SANITARY SEWER LINES AND MANHOLES IN LIEU OF HYDROSTATIC TESTING. AMMENDED SITE PLAN AIR TESTING OF THE SANITARY SEWER LINES SHALL BE IN ACCORDANCE WITH ASTM F1417-92 ASTANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR@. VACUUM TESTING OF THE YESHIVA OHR HAMEIR MANHOLES SHALL BE IN ACCORDANCE WITH THE LATEST RELEASE ¾” OF ATTACHMENT B AVACUUM TESTING OF MANHOLES@ FROM GUIDERAIL DETAIL ¾” THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 9. ALL REQUIRED APPROVALS BY GOVERNING AGENCIES SHALL BE PROVIDED TO THE TOWN OF CORTLANDT PRIOR TO THE START OF Prepared For CONSTRUCTION. 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. 11. THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR PROVIDING 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. 12. COPIES OF ALL CERTIFICATIONS, TESTING RESULTS, COMPLETED WORKS, ETC. SHALL BE PROVIDED TO THE TOWN OF CORTLANDT AT THE COMPLETION OF CONSTRUCTION. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAINAGE BEDDING DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 72 18 SHEET NUMBER WYE SANITARY SEWER NOTES: IN SEWER 45° BEND MAIN PVC OR DIP SEWER SERVICE LINE FINISHED GRADE 14 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 5 TOWN COMMENTS 2-18-26 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 4 MISC. REVISIONS 2-9-26 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 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 NOTE: DETAIL OF CHUTE TROUGH IN MANHOLE UNDISTURBED EARTH NO.40 NO.200 5-25% 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. 10. TRENCH BACKFILL, PIPE BEDDING, AND PIPE ZONE BACKFILL SHALL BE CIARCIA ENGINEERING, P.C. 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 SIEVE DESIGNATION % PASSING 360 UNDERHILL AVENUE Steel, .12sq. in per lin. ft. 5. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP 2” Both ways 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% NO. 200 0-10% 6. REMOVE ALL BEDROCK WITHIN 6 INCHES OF PIPE. 7. CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE REINFORCEMENT 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES 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 POLYPROPYLENE MANHOLE STEP SEWER DETAILS H. THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. I. ’ 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 MANHOLE FRAME AND COVER NOTES 1" per ft. 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 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 73 GREASE TRAP DESIGN: 18 SHEET NUMBER This narrative provides the basis-of-design for the grease waste system serving all kitchen fixtures. The design includes fixture routing, flow calculations, NYS Plumbing Code compliance, and grease interceptor sizing per the 2014 NYSDEC 30-minute detention standard. The kitchen operates with staggered fixture use 15 and does not run multiple sinks or equipment simultaneously. Fixtures Routed to Grease Hand sink - 10×13×5 in 2-compartment sink - (18×24×14 in) ×2 bowls 3-compartment sink - 24×24×17, 24×24×17, 36×24×17 in Vegetable prep sink - 20×20×14 in 4 TOWN COMMENTS 6-12-26 2 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 5-13-26 ORIGINAL DATE: 1-26-2026 1 TOWN COMMENTS 2-9-26 Mop/service sink - 18×19×14 in Floor drain - kettle/skillet area H Pre-rinse sprayer - assumed 2.0 gpmHobart 6460 potato peeler - assumed 10 gpm intermittent PROJECT NUMBER: ID Methodology NOTES: 1. THE SUBSURFACE GRADE FOR THE PROPOSED ROAD SHALL BE INSPECTED AND APPROVED PRIOR TO ANY ITEM 4 BEING PLACED AND COMPACTED. Grease interceptor sizing is based on: 2. IF THE SOIL IS DEEMED QUESTIONABLE GEOGRID MATERIAL a) Fixture bowl volume calculations using 75% usable volume and a 2-minute drain-down. SHALL BE INSTALLED PRIOR TO THE ITEM 4 PLACEMENT. b) NYS Plumbing Code DFU values for drainage sizing. c) Peak flow (Q_peak) based on the largest credible simultaneous discharge event. TYPICAL ROAD SECTION d) A required 30-minute detention time per NYSDEC Design Standards for Intermediate Sized 5 WastewaterTreatment Systems (2014). Depth of Invert, H, in. (mm) NOTES: Updated Peak Flow Calculation (Realistic Operation) Nominal Diameter, ID, in. (mm) 1. CONCRETE BACKFILL SHOULD EXTEND DOWNWARD TO AT The kitchen does not operate multiple sinks or equipment simultaneously. Sinks are filled and drained a Minimum Maximum LEAST THE SPRING LINE OF THE PIPE. SOIL BELOW THE PIPE AND CONCRETE SHALL BE A LEAN CLAY OR SIMILAR AT 95% maximum of twice per day, and the Hobart potato peeler operates only 1.5 hours per week. The credible 4 (100) 10.25 (260) 28.00 (711) peak flow is therefore limited to the largest sink drain with minor concurrent flow: COMPACTION. 6 (150) 12.50 (318) 30.00 (762) 2. IF UNSUITABLE MATERIAL IS ENCOUNTERED, PIPE SHALL BE 8 (200) 14.50 (368) 32.00 (813) PLACED ON A 6" BED OF 34 INCH CRUSHED STONE. 3-compartment sink drain: 55.6 gpm 10 (250) 16.50 (419) 34.00 (864) Pre-rinse sprayer allowance: 2.0 gpm Minor concurrency factor: 3-5 gpm 12 (300) 19.00 (483) 48.00 (1219) 15 (375) 22.00 (559) 51.00 (1295) Resulting realistic Q_peak: **60-65 gpm** CIARCIA ENGINEERING, P.C. 18 (450) 25.00 (635) 54.00 (1372) 24 (600) 31.25 (794) 60.00 (1524) Grease Interceptor Sizing (Updated to 2,000 gallons) 30 (750) 38.25 (972) 66.00 (1676) Per NYSDEC, required working volume is: 36 (900) 44.25 (1024) 72.00 (1829) 7' Q_peak × 30 minutes YORKTOWN HEIGHTS, NY 10598 2' DURASLOT PIPE DETAIL • • At 60 gpm: 1,800 gallons At 65 gpm: 1,950 gallons 360 UNDERHILL AVENUE The appropriate standard tank size is therefore **2,000 gallons**. This tank size is justified based on actual kitchen operation and meets the required 30-minute detention time. 5' 2' MIN TO GW OR ROCK INFILTRATION TRENCH N.T.S. PROPOSED STORMWATER BASIN FIRST DEFENSE PARTS LIST ITEM DESCRIPTION SIZE FIRST DEFENSE SEPARATOR NOTES 1 PRECAST MANHOLE (BY HYDRO VIA 72 in PRECASTER) 2 FRAME AND COVER 18 in 2A FRAME AND COVER 24 in 3 INLET PIPE (BY OTHERS) ² 18 in 4 OUTLET PIPE (BY OTHERS) ¹ 18 in 5 PIPE COUPLING (BY OTHERS) MISC. DETAILS 6 LEDGER ANGLE 7 SUPPORT FRAME 8 DIP PLATE 9 CENTER SHAFT AND CONE 10 BENCHING SKIRT 1 6 4 VARIES (SEE NOTE 5) 3 5 1 PIPE INVERTS: 71 in / 5.92 ft TRASH ENCLOUSURE 4 PREASSEMBLY REFERENCE: 47 3/4 in / 3.98 ft AMMENDED SITE PLAN BOTTOM OF INTERNALS: 30 3/8 in / 2.53 ft YESHIVA OHR HAMEIR A A 2 240° SUMP: 0 in / 0.00 ft Prepared For SECTION A-A 2 5 Notes: 3 FIRST DEFENSE FD-6HC 1. AVOID OVER COMPACTION OF THE NATURAL SUBGRADE SOILS. UNDERDRAINS MAY BE 6NOTES: FT. HYDRODYNAMIC SEPARATOR USED TO PROVIDE POSITIVE DRAINAGE. N.T.S. 2. OPEN GRADED BASE MATERIAL TO BE INSTALLED IN 6" LIFTS AND COMPACTED. THERE Inlet pipe(s) can 3 1. FIRST DEFENSE UNIT SHALL BE PLACED ON A 6" BED OF 4 INCH CRUSHED STONE. SHOULD BE A MINIMUM OF FOUR PASSES WITH NO VISIBLE MOVEMENT OF THE MATERIAL. enter anywhere 3. PRESS #8 STONE INTO TOP OF #57 STONE WITH COMPACTION EQUIPMENT. within 240° arc. 4. PAVERS TO BE SET USING 5000 LBF PLATE COMPACTOR. PROCEPTOR MODEL GMC 1300 UPC DETAIL PERMEABLE PAVER DETAIL N.T.S. NOTES: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE N.T.S. 1. PROCEPTOR SHALL BE PLACED ON A 6" BED OF 34 INCH NEW YORK STATE EDUCATION LAW. CRUSHED STONE. Page 74 18 SHEET NUMBER TACK COAT EXPOSED EDGES, (TYP). FINISHED GRADE 16 18" 18" ORIGINAL DATE: 6-12-2026 PROJECT NUMBER: 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 BACKFILL MATERIAL NYSDOT ITEM NO. 403.16 TRENCH WIDTH 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM NO. 403.11 4 2 5 3 1 8" COMPACTED SUBBASE COURSE NYSDOT ITEM 304.14 RECYCLED ITEM 4 SHALL BE PROHIBITED CONCRETE CURB ROAD PAVEMENT RESTORATION DETAIL (N.T.S.) 7 CIARCIA ENGINEERING, P.C. PROPOSED CURB YORKTOWN HEIGHTS, NY 10598 1H 360 UNDERHILL AVENUE 3 PROPOSED BUILDING Truck RELOCATED ingle Unit 2 PROPANE SU-40 - S TANK CONCRETE SIDEWALK PROPOSED PROPOSED TRASH CURB ENCLOSURE PROPOSED PAVEMENT LANDSCAPING NOTES: TOPSOIL MISC. DETAILS PROPOSED GUIDERAIL 1. CENTERLINE OF TRAIL WILL BE STAKED IN THE FIELD. IT IS NOT ANTICIPATED THAT ANY TREES WILL BE REMOVED FOR PATH CONSTRUCTION. 2. TRAIL WIDTH OF FOUR TO SIX FEET WILL BE MOWED CLOSE TO THE GROUND. 3. WOOD CHIPS WILL BE PLACED FOUR TO SIX INCHES THICK. PROPOSED 4. TRAIL WILL BE RENEWED EVERY TWO TO THREE YEARS AS REQUIRED. CONCRETE CURB WOOD CHIP TRAIL DETAIL REFUSE VEHICLE MANEUVERING N.T.S. SCALE: 1"=40' SEED MIXES FOR SLOPES AND BASINS AMMENDED SITE PLAN YESHIVA OHR HAMEIR Prepared For UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 75 PHASING DESCRIPTION 18 PHASE 3 LEGEND SHEET NUMBER PHASE 2 THE PHASING PLAN DESCRIBES THE PROJECT SEQUENCING THAT WILL ALLOW THE THIS PHASE WILL CONSIST OF CONSTRUCTION UPGRADES TO THE DINING BUILDING AS CAMPUS TO OPERATE WHILE CONSTRUCTION PROGRESSES. THE PROPOSED THE PREVIOUS DORMITORY, (POOL BUILDING) WILL UNDERGO CONSTRUCTION AS WELL AS FAÇADE UPGRADES TO THE REMAINING STAFF BUILDINGS, "TEXAS" AND PHASES WILL ALLOW THE YESHIVA TO REMAIN OPERATIONAL WHILE ENSURING SAFE 17 WELL AS RENOVATIONS TO THE EXISTING SANCTUARY BUILDING (CHALET). THE "DAKOTA". WHILE THE DINING BUILDING IS UNDER CONSTRUCTION, THE RABBI'S AND CONTINUOUS USE OF THE FACILITIES THROUGHOUT THE CONSTRUCTION PERIOD. DALLAS BUILDING WILL ALSO BE UPDATED DURING THIS PHASE. THE RABBI'S LECTURE LECTURE ROOM WING LOCATED IN THE NEW "DODGE CITY" BUILDING WILL BE USED AS ROOM WING LOCATED ON THE FIRST FLOOR OF THE NEW "DODGE CITY" BUILDING WILL A TEMPORARY DINING ROOM. THE CURRENT KITCHEN WILL CONTINUE TO OPERATE AS TEMPORARILY ACCOMMODATE SANCTUARY FUNCTIONS WHILE PHASE 2 IS BEING IS THROUGHOUT THIS PHASE. THIS PHASE WILL TAKE APPROXIMATELY 1 YEAR PHASE 1 COMPLETED. THIS PHASE SHOULD TAKE APPROXIMATELY 1 YEAR. BASED ON THE AVAILABLE SQUARE FOOTAGE IN THE LECTURE ROOM AND ACCOMMODATIONS IN THE FOLLOWING COMPLETION OF THIS PHASE, UP TO 320 STUDENTS COULD BE SAFELY AND LAWFULLY ACCOMMODATED UNDER APPLICABLE CODES. THEREFORE THE MAXIMUM 2 TOWN COMMENTS 6-12-26 1 TOWN COMMENTS 5-13-26 DINING HALL, THE MAXIMUM STUDENT POPULATION DURING THIS TIME COULD CONSTRUCTION WILL BEGIN WITH THE NEW "DODGE CITY" DORMITORY AND CONTINUE TO BE SAFELY AND LAWFULLY AT 256 STUDENTS. NUMBER OF STUDENTS ENROLLED COULD BE INCREASED TO 320 STUDENTS AFTER AN ORIGINAL DATE: 2-13-26 CLASSROOM BUILDING ALONG WITH THE NEW STORAGE BUILDING. UPON COMPLETION ADMINISTRATIVE REVIEW CONDUCTED BY THE DEPARTMENT OF TECHNICAL SERVICES WHICH SHALL VERIFY: PROJECT NUMBER: OF THIS BUILDING, STUDENTS WILL BE HOUSED IN THE UPPER DORMITORY FLOORS AND CLASSES WILL TAKE PLACE IN THE NEW CLASSROOMS ON THE FIRST FLOOR. THE NEW BUILDING SHOULD TAKE APPROXIMATELY 2 YEARS TO COMPLETE. A. THAT THE CONSTRUCTION OF ALL INTERIOR SPACE WITHIN THE BUILDING PHASE 1 WILL ALSO REQUIRE THE CONSTRUCTION OF THE PUBLIC WATER AND (INCLUDING BUT NOT LIMITED TO ROOMS, HALLWAYS, WINDOWS, DOORS) IS IN PRIVATE SEWER MAIN. WATER AND SEWER FACILITIES WILL REQUIRE THE APPROVAL COMPLIANCE WITH THE APPROVED ARCHITECTURAL PLANS; B. THAT ALL FIRE ACCESS AND ASSOCIATED LIFE SAFETY IMPROVEMENTS OUTSIDE OF THE UTILITIES PRIOR TO THE NEW DORMITORY BEING OCCUPIED. THE AND AROUND THE BUILDING ARE COMPLETED IN ACCORDANCE WITH THE APPROVED STORMWATER BASIN WILL ALSO BE COMPLETED DURING THIS PHASE. AT THE SITE PLAN DRAWINGS; AND CONCLUSION OF THIS PHASE,THE NUMBER OF STUDENTS THAT THE CAMPUS CAN C. THAT ALL DORMITORY ROOMS ARE COMPLETED AND ARRANGED IN COMPLIANCE SAFELY ACCOMMODATE WILL BE RAISED TO 256. WITH STATE BUILDING CODE, FIRE CODE AND NYS DORMITORY REQUIREMENTS. SAID ADMINISTRATIVE REVIEW SHALL NOT NECESSITATE A PLANNING BOARD APPLICATION OR FURTHER PUBLIC HEARING. LIMITS OF SAW CUT THIS PHASE WILL ALSO INCLUDE THE REGRADING ASSOCIATED WITH THE FLOODPLAIN MITIGATION. THIS PHASED APPROACH ALLOWS FOR ORDERLY SEQUENCING OF WORK WHILE MAINTAINING SAFE, HABITABLE, AND CODE-COMPLIANT CAMPUS OPERATIONS THROUGHOUT THE DURATION OF CONSTRUCTION CIARCIA ENGINEERING, P.C. WOO DS CE YORKTOWN HEIGHTS, NY 10598 A FU RN ROAD 360 UNDERHILL AVENUE FM FM FM FM FM FM FM FM 4 FM FM 7 FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED PHASING PLAN TRASH CURB ENCLOSURE PROPOSED 26" PAVEMENT RESERV 20' E SPACES SANITARY PROPOSED SEWER 51 EASEME CURB NT PROPOSED ON-SITE WALKING TRAIL PROPOSED 20 GUIDERAIL PROPOSED RE SIDEWALK S SP ERV AC E ES PROPOSED CONCRETE CURB HVAC OIL TANK AMMENDED SITE PLAN YESHIVA OHR HAMEIR PROPOSED ON-SITE WALKING TRAIL REPLACE Prepared For 2H ASPHALT PAVEMENT 13 PROPOSED ON-SITE WALKING TRAIL 0.42 MI 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 76 18 SHEET NUMBER 18 1 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 2-18-26 6 TOWN COMMENTS 6-12-26 5 TOWN COMMENTS 5-13-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 6/11/2025 PROJECT NUMBER: LIMITS OF SAW CUT APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED WOO DS LOD CE NA FUR ROAD LOD FM FM FM FM 4 7 FM LOD LOD LOD APPROXIMATE LOCATION OF PROPOSED FM EXISTING 1" COPPER WATER LOD CURB PROPOSED SERVICE TO REMAIN PAVEMENT FM LOD LO FM 20' WIDENING FM D FM APPROXIMATE LOCATION OF LOD EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN LOD LO E 3 D AL LOD LOD SW LOD N IO LOD RS PROPOSED VE BUILDING DI 1H LOD LOD LOD PROPANE TANK CIARCIA ENGINEERING, P.C. 4 LOD PROPANE RELOCATED D LOD TANK 2 PROPANE LO LOD TANK YD-2 LOD LOD LOD LOD CB-1 PROPOSED PROPOSED TRASH CURB ENCLOSURE LOD PROPOSED 26" PAVEMENT YORKTOWN HEIGHTS, NY 10598 LOD RESERV 20' E SP ACES SANITARY PROPOSED SEWER 51 EASEMENT CURB YD-4 360 UNDERHILL AVENUE CB-2 YD-3 PROPOSED LOD ON-SITE LO WALKING D TRAIL LOD CB-5 FD-1 PROPOSED GUIDERAIL LOD LOD 20 PROPOSED RE SIDEWALK S SP ERV AC E YD-1 ES PROPOSED CONCRETE CURB LOD HVAC OIL LO TANK D LOD LOD LOD CB-3 D LO TEMPORARY CONSTRU CTION FENCE LOD LO PROPOSED LO D ON-SITE WALKING TRAIL D REPLACE 2H ASPHALT LO PAVEMENT D D LO 13 LIMIT OF DISTURBANCE 4.07 ACRES LO APPROXIMATE FEMA PROPOSED ON-SITE D 100-YEAR FLOOD WALKING TRAIL 0.42 MI ELEVATION 308.3 LO LOD LOD TEMPORARY LOD CONSTRUCTION D LOD LOD LOD FENCE LO D D LO LO D 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 77 LT-1 SHEET NUMBER LIGHTING SCHEDULE LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL VOLTS NOTE 1 NOTES QUANTITY 1 MISC. REVISIONS 4/13/2026 ORIGINAL DATE: 2/18/2026 PROJECT NUMBER: LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS CE YORKTOWN HEIGHTS, NY 10598 A FU RN ROAD 360 UNDERHILL AVENUE FM FM FM FM FM FM FM FM 4 FM FM 7 FM FM FM FM FM FM FM FM ( FM FM FM FM FM FM 1H FM FM 3 1H 4 2 LIGHTING PLAN RESERV 20' E SPACES SANITARY SEWER 51 EASEMENT 20 RE S SP ERV AC E ES AMMENDED SITE PLAN YESHIVA OHR HAMEIR Prepared For 2H 13 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 78 LT-2 SHEET NUMBER 1 MISC. REVISIONS 4/13/2026 ORIGINAL DATE: 2/18/2026 PROJECT NUMBER: CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE LIGHTING DETAILS CHAMFER TYP. 18" ANCHOR BOLTS AS PER POLE MANUFACTURER CONDUIT PER ELECTRICAL REQUIREMENTS 1"x45o CHAMFER 4" 6" ANCHOR BOLTS AS PER POLE MANUFACTURER & NOTES: OWNER'S REQUIREMENTS 1. CONCRETE 4000 PSI @ 28 DAYS 5%-9% AIR ENTRAINMENT. (4)#4 REBAR VERTICAL @ 12"O.C. 60" AMMENDED SITE PLAN 2. #3 TIES @ 12"O.C. YESHIVA OHR HAMEIR 18" Prepared For LED LIGHT POLE AND CONCRETE BASE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 79 1 M February 18, 2026 Existing septic areas to be abandoned Former “ski hill” wetland (DEC) to be restored New stormwater management area Existing asphalt to be removed Planning and Environmental Services Property given to town for pump station Proposed walking trails Tim Miller Associates, Inc. New trees and landscaping to be added Cold Spring, NY 10 North Street SUMMARY OF PROPOSED MITIGATION MEASURES Page 80 SHEET NUMBER 1 L February 18, 2026 WOO DS A CE FU RN ROAD FM 12 PG 3 Aru FM FM FM FM 9 PG FM FM FM FM FM Planning and Environmental Services FM x FM x x FM FM xx FM x FM 20' FM FM x FM FM FM xx FM FM FM FM FM Tim Miller Associates, Inc. Cold Spring, NY 10 North Street 3 Aru Cfr x 26" 5 RH 3 Cfr OG Aru 8 IG 3 SN Aru Proposed Tree 4 Cse Aru OG 5 HH AC 7 IV CC CC OG 3 HV 4 VD 4 VD AC 4 Cse BB Seed Mix LS Proposed Minor Tree 8 IG xx 4 VD 5 HH x x x x Aru 4 Cse x xx 5 HV x x x CC 3 SN x 5 IV LS Proposed Shrub 5 RH LANDSCAPE PLAN OG Aru Proposed Evergreen Tree FM Seed Mix OG Proposed Flowering Plant 12 JH x Existing Tree to be Removed 5 OG SCALE: 1"=40' Yeshiva Ohr Hameir Plant List 2-18-26 Grading Details Abb.Botanical Name Common Name Size Quan. AMENDED SITE PLAN • Notes Deciduous Trees 1. All plants to be healthy, full and typical of the species, and shall meet Aru Acer rubrum Red maple 1-1/2" - 2" 11 Where available, the upper one foot of topsoil will be stripped from the site and set aside from other site grading materials. YESHIVA OHR HAMEIR the American Standards for Nursery Stock, latest edition. Mulch plant LS Liquidambar styraciflua Sweetgum 1-1/2" - 2" 2 beds and the base of woody plants with 1.5−2" shredded cedar bark. The temporary storage area will be an upland site either removed from wetlands by 100 feet or separated from same by a OG Acer rubrum Red maple 'October Glory' 3" - 3-1/2" 9 All plants shall be planted in recognized spring and fall planting periods soil erosion and sediment control fence. Per the above, topsoil will be stripped from the site and stockpiled for use in Evergreen Trees unless specific approval otherwise is given by the project Landscape finishing grading. The stockpiled topsoil will be returned to the site to create a planting surface four to six inches deep for PG Picea glauca White Spruce 8-10' ht. 21 Prepared For Architect. the plantings as described above. Finished soils at the invert of the planting sites will be of landscape quality. The finished Minor Deciduous Trees • 2. All areas not covered with impervious surfaces to be planted with lawn surfaces of the planting area will be smooth within specified tolerances in uniform levels or slopes between points where CFr Cornus florida rubra Pink Dogwood 7-8' ht. 4 grass in the following ratio by species: AC Amelanchier canadensis Shadblow 7-8' ht. 2 elevations are indicated or between such points and existing grades. The accepted grading tolerance will be a smooth and 50% Perennial Rye, 25% Bluegrass and 25% Creeping Fescue. 95% Cc Cercis canadensis Redbud 'Forest Pansy' 7-8' ht. 3 coverage to be guaranteed. even surface, free of voids, and within 0.25 feet of the specified elevation. During the course of earthwork, inspections will Shrubs • 3. If quantities indicated on the plant list differ from those on the plan, the be scheduled at a frequency to be determined by the engineer/environmental consultant but no less than weekly. Some Cse Cornus sericea Redosier dogwood 5 gal. 12 plan quantities shall be used. changes to the grades may be appropriate to establish flow paths and preserve trees. These determinations will be made VD Viburnum dentatum Arrowwood 5 gal. 12 • 4. All plants to be warranteed by the contractor to be healthy and in good by the landscape specialist supervising the grading. IG Ilex glabra Inkberry 'Compacta' 2.5-3' ht. 16 physical condition for one year or two IV Ilex vercilla ta Winterberry holly 5 gal. 12 full growing seasons after planting. Contractor shall maintain the site in a JH Junipus horizontalis Creeping Juniper 'Blue Rug' 5 gal. 11 safe condition at all times, and shall It is proposed to excavate the wetland enhancement/restoration areas in order to establish pools and flow paths. These HV Hamamelis virginiana Witchhazel 5 gal. 8 clear the site of debris on completion of work. Post construction the areas will be accessed for purposes of the wetland mitigation construction from the proposed parking area. If suitable, Flowering Plants owner shall maintain the site in a safe condition. topsoil removed from excavated area will be used within the new wetlands as replacement of organic material for surface HH Hibiscus spp. Hardy Hibiscus 'Midnight Marvel' gal. cont., 24" o.c. 10 • 5. Soil for all lawn areas to be a minimum of 6" depth of loamy topsoil preparation. Soil erosion and sediment control fencing will be installed at the outer and down slope limits of the proposed RH Rudbeckia hirta Black-eyed Susan 'Goldstrum' gal. cont., 24" o.c. 10 approved by the project Landscape Architect. wetland expansion. The location of the proposed mitigation will be cleared as necessary, but with an eye toward SN Symphytrichumnovae-angliae New England Aster 'Grape Crush' gal. cont., 24" o.c. 6 For shrubs and tree pits topsoil to be used in backfilling to the extents preserving any trees or shrubs adjacent to the work area; some may be removed and stockpiled for replanting after Seed shown on the details. completion of grading. FM Floodplain Mix Pinelands "Floodplain Mix" or equivalent 10 lbs BB Basin Bo om Mix Pinelands "Basin Bo om Mix" or equivalent 5 lbs Page 81 June 24, 2026 Chris Kehoe, AICP Heather Lavarnway, CNU-A, AICP Department of Planning & Community Development 1 Heady Street Cortlandt Manor, New York 10567 Re: VS Construction Corp. – Evergreen Manor Parcel 1 – Assisted Living Facility (2003 Crompond Road (PB 2025-5) Response to Dept of Planning & Community Development Comments Dear Chris and Heather: On behalf of VS Construction Corp and in connection with the Evergreen Manor Parcel 1 Assisted Living Facility Site Plan we hereby submit the enclosed revised landscape and lighting drawings to address the comments provided during a meeting held May 19, 2026 with your office. The plans have been revised as follows: • Fencing o The dimension label near the refuse area has been relocated so that the fence is visible. o The refuse area fence is provided as Detail 12 on SP-6.2 (enclosed). o The fencing from the refuse enclosure has been continued to the west to provide additional screening of the generator. • Planting Plan o The total number of evergreen trees on sheet SP-4.1 has been updated to show 60 trees total and accounted. o The non-native Cotoneaster has been replaced with Symphoricarpos orbiculatus (Coralberry), which is a native shrub. • Lighting o The lighting levels under the porte cochere has been reduced. o A security light has been added to the stairs along the walkway on the north side of the building. Page 82 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 2 o The wall mounted lighting fixtures have been updated to a fixture with a 2700K color temperature. o The monument sign label on the Site Layout Plan (SP-1.0) has been updated to indicate that the sign will be down lit. We look forward to continuing our 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: D. Steinmetz, VS Construction Page 83 June 24, 2026 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: VS Construction Corp. – Evergreen Manor Parcel 1 - ALR Site Plan 2003 Crompond Road (Section 33.12 Block 2 Lots 1, 7 & 8) Dear Chairman Kessler and Members of the Planning Board: On behalf of V. S. Construction Corp. (the “Applicant”) we submit herewith responses to comments in the recent memo on the subject project from LaBella dated May 19, 2026. Administrative 1. Comment: ALL approvals must be received by regulatory agencies having jurisdiction prior to commencement of ANY construction activities. Response: Comment noted. 2. Comment: It is understood, an Engineer’s Report has been submitted to the Town Department of Technical Services for review. When received, please provide the Planning Board a copy of the letter from the Town’s Water Division indicating that the water system has the capacity. Response: Comment noted. 3. Comment: The applicant has indicated they will consider trench stabilization measures as part of the final design. This comment will remain until addressed. Response: Comment noted. 4. Comment: The applicant has provided responses to the comments issued by the fire department. The fire department should review the most recent submission to determine if the applicants’ response adequately address their concerns. Response: Comment noted. Page 84 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 2 5. Comment: DTS Provident Design Engineering, LLP indicated in their April 22, 2026 response letter, that they intend on responding to the comments regenerated in LaBella January 20, 2026, letter related to the on-site retaining walls in conjunction with the building permit application. A letter was forwarded to Department of Technical Services (DOTS) outlining the outstanding comments raised by LaBella related to our past comments on the Engineering Design Report, dated October 2025 and Sheets SP6.4-SP6.11, dating November 20, 2025. Response: Comment noted. Plans SP1.0- Parcel Site Layout Plan 1. Comment: SP-1.0- Please turn on setback along the proposed subdivision road. Provide dimensions associated with the setbacks. Response: The 30-foot front yard setback has been shown on the plan. A note indicating the 30’ setback has been provided on the plan. Sheet SP-2.0- Parcel 1- Site Grading and Drainage Plan 1. Comment: The limits of disturbance associated with the construction of the retaining walls on east side of the building, encroach within the 100-ft non-disturbance setback, starting at center line of Nancy Lane and proceeding north toward Crompond Road. The alignment of the retaining wall should be modified to eliminate encroachment within the 100-ft non-disturbance setback. Response: Comment noted. It is the applicant’s intent to restore any temporary disturbance during the course of construction. 2. Comment: SP-2.0- Spot elevations in the drive aisle in southeastern portion of the site depicts grades less than 0.5% which will create ponding and icing conditions. A snippet has been provided below. Please revisit the grading. Additional catch basins may be warranted. Response: Additional spot elevations have been provided to demonstrate stormwater runoff being directed to either side of driveway and be directed to the nearby catch basins. Runoff will not be conveyed longitudinally in this area of the driveway. Page 85 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 3 3. Comment: Is the outlined area near the point of access intended to be a below grade sand filter? A snippet has been provided below. If so, please label and provide pipe size in and out, rim and invert elevations. Additionally, if it is the underground sand filter, the size 8-ft x 20-ft does not provide the required area in Appendix D of the SWPPP which indicates 445 square feet is required. Response: The outlined area near the point of access did represent a Sand Filter. At this point in time, the proposed sand filter has been replaced with a ConTech Jellyfish Filter Manhole for water quality treatment. The device is sized to handle treatment-based flow adjusted for small storm event. 4. Comment: A 8-ft x 20-ft sand filter is denoted on the west side of the building, but its location is not shown. In addition, 3 sections of 5-ft diameter pipe, each 28-ft in length, are depicted in the same area, No inverts of the pipes are provided. What is the purpose of the 5-ft diameter pipes? Please label and provide pipe size in and out, rim and invert elevations of all intended structures. Response: The sand filter designation on the west side of the building was shown in the wrong location, and the sand filter unit is no longer proposed for water quality treatment. An underground stormwater storage system had previously been shown utilizing 5-ft diameter pipes for detention purposes. This system is now proposed as an Old Castle Storm Capture Storage system for peak rate attenuation. The plans and stormwater analysis have been updated accordingly. 5. Comment: Revisit the proposed contours and spot elevations in the vicinity of the entryway to the port of Cochere. The slopes are 11.8% between end of ADA space spot elevation 385.63 and CB-BM11 and 7.7% between 386 contour and rim of CB-BM11. Response: Elevations between CB BM-11 and the ADA space have been adjusted. The rim of CB BM-11 adjusted from 384.3-384.8. Proposed slope is now 7.9% for the ADA space and 5.4% for the 386 contour. 6. Comment: How is pre-treatment being provided prior to runoff entering bioretention practices. Response: Pre-treatment practices are being evaluated for the parking area surface runoff. A gravel diaphragm is considered immediately adjacent to the parking lot curb. Page 86 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 4 7. Comment: Revisit the spot elevations proposed south of the building entry and parking area. A spot elevation for bottom and top of curb is provided in center of drive aisle. A top of curb of 385.26 and bottom of curb elevation of 384.76, which overlaps the 384 contour. Response: Elevations in the vicinity of the building entry are being evaluated and will be revised as necessary. 8. Comment: Provide stationing for the driveway profile Response: Comment noted. Stationing for the driveway profile will be provided. 9. Comment: Provide top and invert of both the 15-inch diameter pipe and 60-inch diameter at each point of connection. A detail should be provided as well. Response: As previously discussed, the 60-inch diameter storage pipes have been replaced with an Old Castle StormCapture storage system. A 15” diameter pipe will connect the system segments. The system continues to be studied and a detail will be provided. 10. Comment: An outlet has been provided for the proposed stormwater planters. Please provide detailed information including pipe sizing, rim, and invert elevations. Response: Information has been provided for the stormwater planter outlets. Size and elevations have been provided for the stormwater planter underdrain and overflow piping. Discharge piping is directed to the underground detention system. 11. Comment: Provide a section of the new bioretention area (8-ft x 135-ft) on east side of the site, depicting the wall, parking lot, 15-inch HDPE pipe, and pre-treatment area. Due to the scale of the plan, and width of the stormwater practice, and enlarged plan at 10-scale would aid in the review. Response: The bioretention area on the east side of the site is being further developed. An enlarged plan and section will be provided. 12. Comment: The stormwater planter on the northwestern portion of the building discharges to the bioretention area as opposed to the detention system. If it is being discharged to the bioretention area, the bio retention area will need to be sized Page 87 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 5 to accommodate its drainage areas as well. Additionally, why is the discharge from the bioretention area conveyed to a hydrodynamic separator? Please rectify. Response: The discharge piping from the stormwater planter on the northwestern portion of the building has been revised. The piping is redirected to the underground detention system. 13. Comment: The rim of the outlet structure (385.8) for the new bioretention area is lower than the bottom of the practice (386). In addition, Appendix D of the SWPPP indicates average filter depth of 0.5-ft. However, the bottom of the practice (386) is higher than the adjacent parking lot grade (385.52). Response: The rim of the outlet control structure has been adjusted accordingly. 14. Comment: The retaining wall underdrain on the eastern side of the parcel discharges to AD BN-19-1. There is no outlet from this structure. Will retaining walls 3,5, and 6 have underdrains? Please clarify. Response: Underdrains are proposed for all retaining walls. Wall drains will be diverted around stormwater practices and discharge directly to outfall. 15. Comment: The road slope arrows between the 386 and 387 contours on east side of drive aisle is sloped in the wrong direction. Response: Road slope arrows between the 386 and 387 contours have been corrected and now indicate the proper direction of driveway pitch. 16. Comment: The delineate planter watershed map in Appendix D of the SWPPP does not match the practice numbers or sizes depicted on the plan sheet. Please rectify. Response: The watershed map has been updated to reflect the eight (8) proposed Stormwater Planters and associated tributary roof areas. The additional Stormwater practices have been indicated on the map. 17. Comment: Revisit the grading in the vicinity of the 60-inch HDPE pipe outlet to DMG BM-16. There is minimal cover and pipe may need to be shifted south. Response: As discussed, the 60-inch underground detention system has been replaced with an Old Castle, Storm Capture storage system. Profiles and sections of the proposed system will be provided to ensure adequate cover is provided. Page 88 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 6 Sheet SP-3.0- Parcel 1- Site Utility Plan 1. Comment: Provide rim and invert elevations of the 1,500-gal grease trap and sampling manhole. Discharge of the grease trap back into the buildings sanitary piping is not an acceptable practice. The applicant should provide a connection to exterior sanitary system. Response: Comment noted. The relocation of the grease tank will be reviewed with the architect. 2. Comment: Maintain 10-ft separation between water line entering building and overflow for stormwater planter on eastern side of the building. Response: A 10-ft separation between the water service line and storm drain lines will be provided. 3. Comment: Match crowns of 6-inch and 8-inch sanitary pipes at SMG-MA1. Response: The crowns of the 6-inch and 8-inch sanitary sewer connection indicated on the utility profile will be revised to match top of pipes. 4. Comment: A hydrant is proposed within Crompond Road which appears to be an oversight. Please remove. Response: Hydrants shown within Crompond Road will be removed. Sheet SP-6.1- Parcel 1- Site and Utility Details 1. Comment: Provide K-crete backfill at the drop connection assembly. Response: Note added “K-crete will be used as backfill.” 2. Comment: Add note to sanitary drop manholes indicating “refer to Sheet SP-6.3 for sanitary manhole specifications. Response: The required note has been added to Plan. 3. Comment: Provide maintenance requirements for proposed grass pavers. Response: Comment noted. Requirements will be provided. Sheet SP-6.2- Parcel 1- Site and Utility Details 1. Comment: Provide practice and outlet details, for bioretention area 8-ft x 135-ft on central eastern side of project site. Page 89 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 7 Response: As discussed, an enlarged plan and section detail will be provided for the bioretention area. 2. Comment: Provide the following note on the bioretention area detail: “Bioretention area to be surrounded with a slit fence during construction. Once upstream area I stabilized, silt fence to be removed as approved by DOTS.” Response: The required note has been added to the plan. 3. Comment: Stormwater planting bed details: a. Building roof drain should discharge to splash block as opposed to center of filter media. b. Width of 65.6-ft is specified, but nowhere on the plans is this width provided. Perhaps to amend to varies. c. 3-inch mulch layer shall be provided. d. Filter media depth is specified as 18-inches. Appendix D of the SWPPP lists the media depth as 24-inches. Modify for consistency. e. Update soil media to conform to current Stormwater Management Design Manual. Response: a.) Splash Blocks added to detail b.) The width provided has been changed to “varies (see plan)” on detail c.) A 3” mulch layer is provided d.) The detail has been revised to represent a 24” filter media layer e.) The soil media has been updated to conform to the current Stormwater Design Manual 4. Comment: Bioretention outlet control structure detail: a. Rim elevation (383.5) is inconsistent with rim elevation (383.0) shown on Sheet SP-2.0. b. Invert out elevation (358.70) is inconsistent with invert out elevation (379.25) on Sheet SP-2.0. c. Outlet pipe diameter (10-inches) is inconsistent with outlet pipe diameter (15-inches) on Sheet SP-2.0. d. Emergency spillway elevation (360.5) is inconsistent with Sheet SP-2.0 e. Revisit floor elevation of 382.50, where invert out of Sheet SP-2.0 is 379.25 Page 90 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 8 f. Update soil media to conform to current Stormwater Management Design Manual Response: a.) Rim elevation changed to 383.5 on plan b.) Invert elevation changed to 379.50 on detail c.) Pipe diameter changed to 15” on detail d.) Emergency Spillway is not proposed e.) Floor elevation remains as 382.5 f.) Soil media updated on detail to reflect 2024 manual. 5. Comment: Sand filter detail: a. A stone choker depth of 1-inch is inconsistent with Appendix D of the SWPPP which lists a stone choker depth of 3-inches. b. A sand filter media depth of 18-inches is inconsistent with Appendix D of the SWPPP which lists a sand filter media depth of 24-inches. c. Provide length of wet pool and sand filtration chamber. Please note the required area of sand filter bed is 445 sf. d. A 15-inch diameter CMP overflow pipe is provided but not noted on Sheet SP-2.0. Please clarify. e. What is the purpose of the watertight concrete walls for overflow. f. Please provide bottom of basin elevation. g. An aluminum warning plate shall be riveted or otherwise permanently attached to each manhole cover. The plat shall be minimum of 12-inches x 12-inches and shall be engraved with the following language: “Warning, confined space entry- entry prohibited with authorization and proper health and safety plan conforming to state and federal requirements- call owner for access.” Response: The Sand Filter detail has been replaced with a Contech Jelly Fish Manhole Structure to provide water quality treatment. 6. Comment: Provide drainage manhole details where there are 5-foot diameter inlet and outlet pipes. Response: As discussed, the 5-foot diameter pipes are no longer being used for underground storage. Drainage manholes with 5-foot diameter inlet and outlets pipes not necessary. 7. Comment: Provide 5-foot diameter pipe details. Page 91 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 9 Response: These details are no longer required. 8. Comment: Provide 18-inch sumps in the catch basins as specified in the SWPPP. Response: Details have been updated to reflect 18-inch sumps. Sheet SP-6.4- Sheet SP-6.11- Site Details- Retaining Walls 1. Comment: See administrative Comment 5. Response: Comment noted. Details to be provided. Sheet SP-7.1- Erosion and Sediment Control Plan 1. Comment: SP-7.1- Provide a pre-development erosion and sediment control plan which depicts the erosion and sediment control measures to be established prior to construction. Response: Comment noted. The construction-related erosion and sediment control plan is in development and will be provided to staff for review. 2. Comment: SP7.1- Provide a construction sequence detailing the implementation of erosion and sediment control measures prior to the start of construction. The current work schedule provided needs to be expanded to include the phasing of specific project improvements. Response: Comment noted. Refer to response to Comment 1 above. 3. Comment: SP-7.1- Consideration of interim erosion and sediment control measures should be considered to allow the construction of the retaining walls. Response: Comment noted. Interim erosion and sediment control measures will be considered and reviewed with staff. 4. Comment: SP-7.1- Clarify how the outlet swales for sediment traps 1 and 3 discharge across the subdivision road. Response: Comment noted. 5. Comment: SP-7.1- Provide the following: a. Provide pipe sizes on sediment trap detail and provide size and spacing of riser pipe perforations in accordance with the NYSSSESC. Response: Comment noted. These will be provided as part of the Building Permit plan submission. Page 92 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 10 Sheet SP-7.2- Erosion and Sediment Control Plan 1. Comment: The proposed access drive for stockpile area 1 bifurcates the “temporary” detention/infiltration basin, depicted in the April 8, 2026 subdivision submittal, proposed to be installed as part of the subdivision for purposes of volumetric control. The access drive should be relocated, and a double row of sediment control measures shall be provided downstream from the stockpile. Response: This is being considered and remains under review. 2. Comment: Future improvements for lot 3 (i.e. roads, curbs, retaining walls, structures, sanitary sewer, water etc.) should be turned off in the plans. A snip of an example is shown below. Response: Comment noted. These will be turned off upon resubmission of the plan.. 3. Comment: Provide minimum required stabilized construction entrance length of 50-ft as noted in the NYSDEC Standards and Specifications for Erosion and Sediment Control. Response: Comment noted. This will be called out on the Erosion and Sediment Control Detail drawing to be submitted for staff review under separate cover. 4. Comment: Silt fence layer is turned off around stockpile area 2. Response: The Silt Fence layer is on and is shown at stockpile area 2. Sheet 7.3- Erosion and Sediment Control Details 1. Comment: NOT INCLUDED Response: Details will be provided. Sheet SP-8.0- Driveway Profile 1. Comment: Driveway grades are inconsistent with proposed contours and spot elevations shown on Sheet SP-2.0. Response: Comment noted. Currently under review and will be revised as necessary. Sheet SP-9.0- Utility Profiles 1. Comment: The proposed vertical alignment of the road on the water profile does not accurately reflect the grading on Sheet SP-2.0. In particular, the proposed Page 93 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 11 grade on the profile between Station 4+00 to 6+75 is shown as generally 384, while the grading Sheet SP-2.0 depicts 385.75-387. Response: Comment noted. Currently under review and will be revised as necessary. 2. Comment: Replace the HDPE sanitary pipe call outs with the material specified on Sheet SP-3.0 for the sanitary profile. Response: Comment noted. These will be reviewed and corrected as required. 3. Comment: Provide proposed grade for the entire sanitary profile. Response: Comment noted. Currently under review and will be revised as necessary. Sheet SP-10.0- Tree Removals Plan 1. Comment: Tree 3797 can be saved with the modification to the retaining wall noted in comment 1 Sheet SP-2.0. Response: Comment noted. Currently under review and will be revised as necessary. Stormwater Pollution Prevention Plan- April 2026 1. Comment: Update the SWPPP to adhere to the volume requirements of the Findings Statement of the Medical Oriented District (MOD) adopted March 20, 2023. Response: The Applicant believes it is in conformance having met all volume controls required by NYSDEC under its SPDES General Permit Program and the volume control requirements of Chapter 262 of the Town of Cortlandt Stormwater Management And Erosion And Sediment Control ordinance. 2. Comment: The pre-development conditions should be in accordance with the post development conditions of the Evergreen Manor Subdivision. Our office is awaiting the updated subdivision SWPPP to confirm these hydrologic conditions. Response: The Evergreen Manor Parcel 1 pre-development condition is reflective of the post development conditions of the Evergreen Manor Main Access Road Subdivision Plan. Updated Subdivision SWPPP will be provided under separate cover for staff review. 3. Comment: Page 3 of the SWPPP, add Steep Slopes Permit in Table 1-1 for Planning Board Approval. Page 94 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 12 Response: A steep slope permit requirement will be added to Table 1-1 for Planning Board approval. 4. Comment: Page 6 of the SWPPP, indicates the site does not contain historical resources, but Appendix A, Figure 4 identifies the site as eligible for historic registry. Please provide documentation from OPRHP that the construction activity will result in No Impact; or documentation from OPRHP providing a determination of No Adverse Impact, and include in the SWPPP. Response: Comment noted. This remains under investigation. 5. Comment: Updated Tables 3-3b on page 19 and 3-4b on page 20 to reflect impervious areas in hydrocad model. Response: Tables in the SWPPP report have been updated to be consistent with the areas indicated in the HydroCad model. 6. Comment: Appendix D- Water Quality Calculations a. Provide pre-treatment calculations for the practices. b. Provide calculation for each stormwater planter based upon the areas provided on the roof plan. 9 planters are identified, but only calculations for 3 planters are provided. The watershed areas for the 3 planters provided do no match the roof plan. c. Steps 3 and 5 Table list total contributing and impervious area for stormwater planter as 0.87 acres where roof plan identifies the area as 0.97 acres. Please update including minimum RRv. d. Provide orifice and head diversion calculations for sand filter. Response: The required calculations are included in the SWPPP with the exception of the sand filter calculations which has been eleiminated frm the plans. 7. Comment: Table 3-5: Stormwater Management Practice Summary, Table 3-6 Peak Discharge Rate Comparison Table, and Table 3-6 Peak Discharge Rate Comparison Table. Response: Several additional tables have been provided in the SWPPP narrative. Tables have been updated to reflect peak rate discharge, water quality volume by practice and runoff reduction volume comparisons. 8. Comment: Provide the results of the soil testing to support bio-retention design. Page 95 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 13 Response: Soil testing will be performed for stormwater practices and shall be coordinated with staff. 9. Comment: The HydroCAD model should be revised to reflect the stormwater practices displayed on Sheet SP-2.0. Once updated the narrative should also be amended. Response: The proposed underground detention systems, stormwater planters, and Bioretention areas have been included in the HydroCad model. 10. Comment: Per Part III.A.2. of the GP-0-25-001, describe how the project considers future physical risk due to climate change. Response: Section 2.10 added to the SWPPP addressing concerns of larger storms due to climate change. We will continue to work closely with LaBella to address any remaining and/or additional comments that may arise during the continued review of this application. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Peter J. Gregory, P.E. Senior Associate PJG:lg Enclosure(s) cc: D. Steinmetz, V.S. Construction File Page 96 Dor or Form1 ow .12-3-7 33 IL y l PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP NICHOLAS BLAU 5/22/2025 8:50 AM C:\USERS\NICHOLASBLAU\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-1.0 LAYOUT PLAN.DWG BU W | | (BOTTO ION AREA | olfeerly | 2) | | M EL. 39 EN T BIO RET | | EVERGREEN MANOR 2 100' NONDISTURBANCE AREA | Town of Cortlandt, New York G | Joh ow or -3-73 IN | N 3.12 ILD n & For 3 BUILDING 20 G BU loriamerly G BU MONUMENT ILD iunt ING PROPOSED OWNER / APPLICANT 1 a PROPOSED 20 FT. WIDE V.S. CONSTRUCTION CORPORATION DRAINAGE EASEMENT 37 CROTON DAM ROAD LIMIT OF PROPERTY LINE, (TYP.) Λ Λ Λ Λ OSSINING, NY 10562 Λ Λ Λ Λ Λ DISTURBANCE, Λ 4' HIGH BLACK VINYL AREA TION Λ Λ CYPR Λ Λ Λ E SS LA TYP. CHAIN LINK FENCE, TYP. NE ETEN Λ PROPERTY LINE, PLANNER, CIVIL ENGINEER, LANDSCAPE Λ TYP. 5' WIDE CONCRETE BIO R Λ ARCHITECT Λ SIDEWALK Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DTSIntelligent PROVIDENT Λ Λ Λ Λ Λ Λ 6" HIGH CONCRETE CURB Λ Λ Λ Λ Λ Λ Λ Λ Λ  Λ PROPOSED 4'-0" HIGH Λ Λ Λ Λ Λ Λ Λ Λ Λ Land Use Λ Λ RW-3 Λ Λ Λ BLACK VINYL CHAIN FENCE, Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. Λ Λ Λ Λ ASPHALT PAVEMENT, Λ Λ Λ Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ TYP. Λ Λ Λ Λ One North Broadway Λ Λ Λ Λ Λ 18. Λ Λ Λ Λ White Plains, NY 10601 5 Λ Λ Λ Λ Λ Λ Λ 0' | DEDICATED SNOW Λ Λ Λ Λ Λ Λ Λ 10 Λ Λ Λ STORAGE AREA, Λ Λ Λ Λ ' Λ 9.0 3 Λ Λ Λ Λ Λ TYP. Λ Λ Λ Λ ' Λ 96.6 26. Λ ARCHITECT - PARCEL 1 Λ Λ Λ Λ Λ Λ Λ 0' NEW CURB TO MEET Λ | | Λ STEIN TROOST ARCHITECTURE, LLC Λ EXISTING CURB Λ Λ Λ 100. ONE MORGAN AVENUE Λ Ste Now o 2-3-4 0' 5 Λ Λ Λ 18. R3 NORWALK, CONNECTICUT 06851 Λ 9 Λ ' 0' 8.0 0' p Λ Λ Λ 3 Λ Λ | Λ Λ h R1 Λ Λ LAND USE ATTORNEY Λ Λ Λ en r Form | Λ Λ Λ FILE 1 Λ 33.1 PROPOSED 4'-0" Λ Λ Λ ZARIN & STEINMETZ Λ Λ & HIGH DECORATIVE Λ 0' Λ 20. Λ 81 MAIN STREET | Λ ARCHITECTURAL D Daw erly Λ Λ WHITE PLAINS, NY 10601 Λ | Λ 66 SPACES FENCE, TYP. M Λ Λ Λ W Λ A Λ Λ ire F ' SURVEYOR n 6.0 Λ 0 20. Λ P 7 Λ | ' Boc Λ 8.0' Λ Λ | # NEW CURB TO MEET DANIEL T. MERRITTS, PLS Λ Λ enc 3 6.0 ' 74 Λ EXISTING CURB Λ 394 BEDFORD ROAD Λ Λ Λ 23. ek 2 Λ 27 PLEASANTVILLE, NY 10570 e Λ Λ Λ Λ 3 3' X 4' ENTRANCE SIGN 0' PROPOSED 4'-0" HIGH 11 Λ 2 Λ 8.5 Λ Λ SP-6.1 3 Λ | BLACK VINYL CHAIN FENCE, ' | Λ 18. 2 WETLAND CONSULTANT Λ 0' DOOR, TYP. Λ Λ TYP. Λ 39. 36.6' Λ Λ 26. TIM MILLER ASSOCIATES, INC. 0' Λ Λ Λ Λ 0' 6.0 FLUSH CURB 10 NORTH STREET Λ ' Λ Λ Λ LIMIT OF 66 4'-0" HIGH DECORATIVE COLD SPRING, NY 10516 Λ | Λ DISTURBANCE, TYP. Λ Λ n ARCHITECTURAL FENCE, TYP. | ope 5.0 Λ ' Λ Λ Λ Λ PROPERTY LINE PROPOSED 10 FT. WIDE Λ 20' WIDE WATER Λ Λ DRAINAGE EASEMENT Λ (TYP.) MAIN EASEMENT Λ RW-4 Λ Λ Λ Λ Λ 8 n Λ 73. WETLANDS FLAGGED Λ E Λ ope Λ LAN Λ BY LABELLA FLAGGED 0' Λ Λ Λ J 4 Λ 5.0' CONCRETE WALK Λ JULY 14, 2025 FIRE .0' o Λ FENCE Now33.12-3 240 Λ Λ Λ s Λ 22. Cal & Eliza erly Λ e 100' NONDISTURBANCE AREA 5' Λ Λ Λ ph r Form Λ Λ 38. W 41. Λ a n a Λ ope o Λ 3' te 3' 30' FRONT b r Λ Λ r 195 ASPHALT PAVEMENT, TYP. Λ YARD SETBACK ese beth Λ . Λ Λ n 0' ope -1 Λ Co Λ Λ E 6'-0" HIGH SCREEN LAN Λ urs 100' Λ 5.0 Λ FENCE, TYP. e Λ FIRE 64. ' Λ n Λ 217. ope 0' Λ 1' B Λ 4 COURTYARD Λ U Λ 8' HIGH WHITE Λ Λ 3' Λ F 9 50. AD VINYL FENCE RO Λ FER 100. Λ Λ D n ON 02 Λ WITH LATTICE ope 00' MP E 35/2 Λ Λ O Λ TOP CR OUT Λ 0' PROPOSED 10 FT. Λ 98. R Λ Λ 3 WIDE DRAINAGE Λ N AN C 4'-0" HIGH Λ Y LAN EASEMENT Λ Λ Asp DECORATIVE Λ E Swa alt Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ ARCHITECTURAL Λ 6' LONG X 4' HIGH PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 1-800-962-7962 OR 811 54. Λ h Λ FENCE, TYP. DOWNLIT Λ le Λ Λ 0' MONUMENT SIGN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-5 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 44. Λ 30.0 Λ Λ 18.5 5' Λ Λ 7 Λ RW-6 ' Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ ' Λ Now3.08-6 Mic or For 12 A BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 8 .5 6' CONCRETE Trapael & K erly Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE s ' Λ 18. WALKWAY p Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND CONKLIN 0 AVENUE Λ ' 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER halt Λ 10 h 386.14 BC Λ PROPERTY LINE Λ Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 26. a 386.64 TC Λ 0' (TYP.) Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ CONCRETE n S MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 18. Λ w ese im 0' SCORING (TYP.) DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ EMERGENCY ACCESS ale ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ ' SHOWN BY THESE DRAWINGS. - 9.0 (ASPHALT PAVEMENT) 6.5 Λ m 44. ' LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ 5 Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ' DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ Λ Λ STABILIZED TURF Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. Λ Λ 30. Gra NOT FOR CONSTRUCTION Λ Λ vel 0' RW-1 wa S Λ Λ LIMIT OF le (RETAINING REVISIONS/ISSUANCES WALL, TYP.) 5' WIDE CONCRETE DISTURBANCE, Λ Λ NO. DATE ISSUE SIDEWALK TYP. Λ Λ 1 02/11/25 PARCEL 1 REVISIONS Λ F Λ I 0' L 20. 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 Λ Λ E OGDEN AVENUE .0' DM 12 30' FRONT Λ Λ 3 10/23/25 PLANNING BOARD SUBMISSION BIORETENTION YARD SETBACK Λ Λ 4 4 11/20/25 PLANNING BOARD REVISION A AREA Λ P #7 Λ 5 04/22/26 PLANNING BOARD REVISION 4 Λ Λ Λ 6 06/24/26 PLANNING BOARD REVISION Λ 42 Λ Λ Roy ow or 8-6-1 7 RW-2 & nza, rmer N 33.0 Re J ohn Gary ly MOUNTABLE CURB R Fo Asp e ha DRAWING TITLE: nza Renza Sw lt ale TWIN-LEAF 20' WIDE EMERGENCY ACCESS GATE WITH HORN ACTIVATED OPENER AND "NO PARKING PARCEL 1 - FIRE LANE" SIGNS ATTACHED TO BOTH SIDES (THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND SITE LAYOUT PLAN TAYLOR AVENUE INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F2200 AND UL325, IN ACCORDANCE WITH 2020 NYS FIRE CODE APPENDIX D 103.5) C Cuurb rb Seal DRAWN BY: CHECKED BY: Asp BZ/RC/TK GMS/MG lt Pa ha PROJECT NO. DATE: rkin gA 812 01/23/25 rea DRAWING NO. Asph SP-1.0 alt S wale As Driv alt p Asp Driv alt h e h e EXPIRES 01/31/27 Page 97 IL PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP NICHOLAS BLAU 5/22/2025 8:50 AM C:\USERS\NICHOLASBLAU\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-2.0 SITE GRADING & DRAINAGE PLAN.DWG BU | | | | D | | i rt Driv e Conc Driv te | | re e EVERGREEN MANOR 2 | Town of Cortlandt, New York G | IN | 390 ILD BUILDING 20 BU Asphalt Dr ive OWNER / APPLICANT 38 V.S. CONSTRUCTION CORPORATION 4 Λ Λ 37 CROTON DAM ROAD Λ Λ OSSINING, NY 10562 Λ Λ Λ Λ Λ Λ Λ CYPR Λ Λ ES S LAN +44002.0Tw w E 0.0B Λ PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DTSIntelligent PROVIDENT Λ Λ Λ 402 Λ +34900.0Tw Λ w Λ Prop Tax L rty Line Λ Λ Λ Λ 2.5B 38 Λ Λ Λ Λ  Λ Λ 0 Λ Λ Λ Λ +394 Λ are n and Ta tween 402 Λ 400 Λ CB BM-9 Land Use Λ Λ 385..0w Λ Λ Λ Λ Λ e Λ Λ ot 7 Λ Λ 0Bw Λ RIM 383.50 Λ Λ Λ 404 02 Λ Λ Λ INV. 379.13 In ot Co x Lot Λ Λ 400 Λ DTS Provident Design Engineering, LLP CA #: 0017846 4 Λ INV. 379.13 Out Λ Λ Λ 384.67 TC Λ Λ Λ One North Broadway 2.0% Λ Λ Λ Λ 383.97 BC Λ Λ n s Be Λ DI BM-10 Λ Λ Λ White Plains, NY 10601 t Λ Λ +33892.0Tw Λ i Λ Λ RIM 384.50 w g Λ | Λ Λ Λ 5.0B uous Λ INV. 379.44 In 396 Λ Λ 10 Λ Λ Λ Λ 382 Λ +394 W INV. 379.44 Out Λ Λ Λ Λ 386..0w Λ 0 Λ Λ Λ 8 W Λ 0Bw 384 38 Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 4.9% Λ Λ U/D 3 Λ 37855..5Tw+ Λ Λ 8 Λ 385.64 TC Λ 37 % Λ .86 0Bw 8.4% | | @2 Λ STEIN TROOST ARCHITECTURE, LLC Λ 385.14 BC HDP E Λ Λ 0+70 2.0% 37 Λ 15" 3+00 73LF of ONE MORGAN AVENUE Λ W % of 4 0 LF Λ 385.64 TC W 49 LF of 15" HDPE @ 9.25 15" H HP 00 Λ Λ 4 DPE +394 + 24 NORWALK, CONNECTICUT 06851 6 Λ @ 8. 3+ 385.14 BC 9 Λ 37 386..0w 27% . 385 CB-BM-8 Λ Pitc % Λ U/D Λ 0Bw .75 3 Λ Λ | @0 Λ Λ E RIM Λ 381.40 Λ DP +3 h 1.0% LAND USE ATTORNEY Λ 5" H W Λ INV. 378.00 In 385.0 TC Λ | 404 85 of 1 372 % Λ D DI BM-12-2 5 Λ 0.7 Λ LF INV. 378.00 In .0 384.5 BC Λ 41 Tw Λ RIM 384.80 Λ E@ Tw INV. 378.00 Out HD P 0 Λ 5.0 ZARIN & STEINMETZ Λ Λ INV. 381.50 Out Λ LP 0 + 8 Asphalt D " Λ CB-BM-7 26 LF of 15" HDPE @ 1.00% 15 4+ 3 Λ + .0 81 MAIN STREET | of W Λ U/D LF 385.26 TC RIM 375.82 D 385 Λ CB-BM-12 Λ 40 37 WHITE PLAINS, NY 10601 Λ | INV. 372.00 In Λ RIM 384.80 385.63 384.76 BC 0 5% 3 Tw +37 00% 5% + INV. 372.00 Out Λ Λ INV. 380.24 In Λ 5.0 Λ 0.7 0 74 2+00 1. 386 5 INV. 381.45 In E@ FLOW SPLITTER Λ 2+ Λ DP SURVEYOR E@ rive 6 Λ INV. 381.24 In 5" H 384.50 BC DMH-BM-9 Λ 7 f1 38 Λ Fo | INV. 380.24 Out RIM 376.27 HDP Λ L 385.90 w 36 Λ Λ 66 U/D | + 384.50 TC DANIEL T. MERRITTS, PLS Λ 385.43+ Λ INV. 371.91 In 5.0T 386.5 TC 3 CB BM-11 8 .5% 384.00 BC Λ " H1 INV. 371.50 Out of 15 Λ 394 BEDFORD ROAD Λ RIM 384.80 Λ +38 Λ 386.0 BC PITC INV. 371.91 Out AX. .35+ B 0 43 INV. 379.74 In JELLY FISH Λ PLEASANTVILLE, NY 10570 Λ 5+0 385.70 CURB M 38S6H CUR Λ Λ LF 45LF DMH-BM-8 Λ INV. 379.74 Out 386.15 TC FILTER 370 of + FLUSH 38 Λ FLU RIM 376.27 386 W Λ 15 Λ D Λ 386.65 BC JF8-7-2 Λ 5 "H INV. 369.00 In | U/D | Λ DP WETLAND CONSULTANT Λ INV. 366.84 In 406 E Λ Λ Λ @ Λ INV. 366.00 Out DI BM-21 0. 386 % Λ 75 TIM MILLER ASSOCIATES, INC. 62LF of 15" HDPE @ 0.89% P-4 2+00 Λ Λ Λ DI BM-21 2.5 Λ RIM 386.37 % SW 86.5 +61 DMH-BM-7 10 NORTH STREET Λ INV. 382.50 Out RIM:386.77 DI BM-8-1 RIM 374.80 +3 Λ 6.35 Λ Λ 66Reinforced Concrete Pipe w 3 385.90 COLD SPRING, NY 10516 LIMIT OF INV + OUT:382.50 15" RIM 385.60 INV. 365.55 In 374 +39 Tw Λ 396 .5Bw 8 .0 U/D | % 3 Λ INV. 382.50 Out 76 + 0% DISTURBANCE, TYP. INV. 365.55 Out W Λ Λ 0. | +38 Tw 38 Λ 1.0 6.5B DMH-BM-6 406 6 @ Λ .5 6 PE Λ U/D Λ E@ DI BM-12-1 RIM 373.27 Λ D H INV. 365.00 In Λ " RIM 385.90 DP 15 Λ Λ INV. 381.77 In INV. 365.00 Out Λ of 5" H 23LF of 15" HDPE @ 1.00% Pitch Λ U/D L F INV. 381.77 Out Λ Λ 64 U/D ) f1 Λ -3 86.0 FLOW SPLITTER WP DM BM-13-2 Λ N6ELF o Λ 8 ' S itch DMH-BM-5 Λ RIM 385.50 6 1+00 97'x Λ U/D Λ FLUSH CURB, TYP. 352 W D L. 3 P U/D Λ RIM 373.50 E LA17 Λ INV. 382.25 Out 1+50 Pitc 38 .0 Λ Λ 386 360 Λ INV. 364.71 In E 386.02 TC h 7 Λ + Λ TOM INV. 364.71 In UPo Λ D BOT3+00 0 FIR 385.52 BC U/D w Λ HP Λ 5.0T Λ 12" TREE FFL. 386.5 (UPPER LEVEL) INV. 364.67 Out 354 354 Wire U/D 29LF of 15" HDPE @ 1.00% Λ +38 Λ le 387+ 387 .5 TC 6.+00BC Guy FFL. 374.5 (LOWER LEVEL) 23LF of 15" HDPE @ 0.75% w Λ Λ 38 .26 4.0B 352 Λ Pitch Λ Λ 7 +37 387 ( 373.0Tw W h Λ 352 Λ REA Pitc Λ at 8" TREE W er D Λ U/D 10" TREE A Λ U/D UPo Λ 6" TREE Pitch + 4+83 le ON 52L 386 Λ +386.0 0 6.5 0+0 12" TREE Λ Λ 24' X 48' CONCRETE DETENTION SYSTEM MO SW Fo NTI U/D 0% FES STR. S-32 PRO ME 0.5 FES STR. S-26A +38 Λ S BOTTOM OF STRUCTURE: ELEV 364 f 15 Cou U/D @ INV.(IN): 348.80 Be Λ % P-5 E Λ ETE DP INV.(OUT): 348.70 E 352 RU/-D1 h TOP OF STRUCTURE: ELEV 370 Pitc 1+P 1.0 "H NU 8 LAN "H Ston gin Λ rse 5 408 of 1 +366 Λ Λ 00OS R DP NTE Λ h 4.0 F 352 DI BM-17 80L U/D : 0+ +37 Pitc SWP BIO e Wa Λ E@ U/D FIRE .0Bw Λ RIM 385.50 Λ S PLA 00. 35 ED INV. 383.00 Out S 8% 35' 10. Λ -6 ll NT 354 % DI BM-13-1 DMH-BM-4 13.86 D 350 Λ 00 354 5+5% E@ W 350 Ston 1 DP RIM 385.50 RIM 373.50 15" H 5' US/D 373 S eM Λ U/D 6+99 of 8' x 370 18" RCP U/D W 40LF ason Λ FES STR. S-99 Λ UPo S INV. 382.25 Out INV. 364.50 In Λ 9 AD ry R 1+00 .0 W le 0.8 D 352 etai 2 349.05 RO Λ 4 15" RCP INV. 362.50 Out ER- +39 Tw U/D Tw S 364 Λ ning DMH BM-2 Λ 7'x1 Λ D 0+0 +37 352 360 NT 02 E@ S ON Λ Tra Wa PLA MP E 35/2 2+0397.5 w RIM 355.67 Λ ll PI: DMH-BM-16 S Tw of 1 Bw ffic S W 7.5B Λ 0 O Λ Wire DP 386.4 TC 5' S INV. 351.40 In U/D CR OUT Guy .0 6.75 U/D RIM 373.10 352 16" 56 18" RCP 2'x 0+7 "H 'K' INLET S-26B Tr0aff S Λ CIP INV. 351.40 Out 0 408 385.9 BC 386.0+ 21 R 352 INV. 357.00 In 20" TREE Λ ign Λ 22 LF of 15" HDPE @ 1.15% LF 284 387. P 5 GR: 352.15 U/D Λ +50 U/D +38 4.0 9.9 INV. 357.00 Out 12" OAK I: 1+ w U/D NANC of 1 Λ al Bo ic S 49.22 +0 INV.(IN): 348.53 T DI BM-14 CB-BM-13 Y LAN Λ PI: 1+ INV. 357.00 Out Λ 4.0 .0Bw P U/D 15" RC LF 4 386 5" H Λ igna E RIM 385.60 INV.(OUT): 348.53 w RIM 385.7 D Λ 20.00 E UPo +37 x DMH-BM-3 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY T U/D U/D Λ W INV. 382.00 In Λ 9.0 INV. 383.00 In 386 DP +364 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. S 9"Ø PIPE OPENING l RIM 374.00 Λ 8"C .5+ Pole INV. 382.00 Out 1-800-962-7962 OR 811 U/D Λ le INV. 383.00 Out E@ +36 Wire Λ IP 2.0% INV. ELEV: 374.5 Guy INV. 361.50 In Λ Λ Λ Asphalt Driv 6.4 INV. 357.34 In 386.67 TC % -15 Λ RIM Pitc Λ .00 352 @0 Λ Λ Me DRA =352 h Λ E 8 LF of 15" HDPE @ 17.87% .08 P +38 386.17 BC ter tem S .75 RC Λ IN I .11 CUR SH Λ U/D Sys Λ Pi t n 0 % 12" PINE Wate NLE CB-BM-15 " 'O' INLET STR. S-34 B Λ ntio 0 Λ Λ 12" MAPLE ete 2+ 368Tw 15 T 6.4 FLU 5 Λ RIM 385.70 DI BM-19 Λ 14" PINE r 24 LF of 15" HDPE @ 0.50% GR: 352.66 +38 D Λ e Λ ret Λ .0 4 Λ onc +38 INV. 383.12 Out RIM 373.30 7 354 INV.(IN): 349.14 35 Λ Λ 386.7 TC FC +36 MH ST. S-26 Pitch 80L Λ INV. 359.88 In Λ Λ 00 INV. 383.34 Out INV.(OUT): 349.14 E 86.5 RIM: 352.66 0+0 Λ Λ 386.2 BC 7 e INV. 368.18 In ER- 1+ U/D +3 D Λ INV.(IN): 348.50 NT 44 Λ 386 358 INV. 359.89 Out Λ 0 PLA 354 Λ U/D 386 .6 TC 370 LF Λ 'F' INLET STR. S-33 ' SW .47 Λ Λ U/D of .5+ .1 B 105368.10 +7762 60 358 DMH BM-16 GR: 352.41 Λ W Λ 15 E 7 C xRIM 2 3 385.63 TC 6' : Λ I 3 "H 386 P INV.(IN): 348.89 Λ SW NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ PI: Λ 35 DP 4 U/D INV. 360.00 In 385.13 BC D INV.(OUT): 348.89 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 35 4 408 386 6 E 0 36 % Λ 36 Λ INV. 360.00 Out DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PLA 6 2+5 @ 4 36 S-35 RIM=353.08 Λ Λ 8"C DI BM-15-1 356 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 0.4 U/D Sto TR. 5.70 0.5 CONKLIN U/D IP AVENUE 8" PIPE 1+ .0Bw 16"PIPE Λ % 4 MANHOLE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 386 .00 Λ 10 RIM 385.7 S 35 NTE NEW 4" PERFORATED 5.7 35 @ @0 T 0% Λ SEW RIM 0 NLE GR: 35 1.03 UPo Λ ne % 82 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. DMH BM 22-1 3 6 3+0 37 on Syste 'F' I 8 ER M =353 +37 Tw Detenti INV. 383.34 Out m Λ + PE le UNDERDRAIN .0 5 : 35 8 Λ 386 3 Λ ANH .18 Λ RIM38389.94 R-8 2.2 (IN) : 351.0 HD WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 7 In 2 Λ . Λ Wall 386 .0Out OLE 7.C0oncrete 36 V U/D INV. 381.00 8 IN UT) W T MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 36 " 387.9 TC .5 C Λ 7 15 0 .(O 3 RIM E INV. 380.00 DI BM-18 6 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF .0+ Λ BC + 12LF 3 INV 0 DRA =355. of Pier 387.4 BC ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Pier 1+0 RIM 383.20 Stop Bar +38 4 Λ F 387 352 IN I 65 1 35 SHOWN BY THESE DRAWINGS. U/D 4L Λ INV. 378.39 In UPo NLE Stre Traffic Signal Pole RCP 36 11 80 U/D T 6.25 et S LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ INV. 378.39 Out 358 le 0 3 24" 36 0 ign D Λ UPo Traffic Signal Box YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DMH BM-21 387 A le MPH DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION UP E 387 .5 TC O U/D 2 36 RIM 385.00 Wir UPoole 386 /20 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Wir Sign R Guy e Λ 5 2 INV. 380.00 In .0 B 8. 14% 0 3 Guy e le 387 C 4+0 TE D 6" TRIPLE MAPLE @1 10" MAPLE .25+ PI: Pier 387 E2 ROU RIM 0 Λ INV. 380.00 Out D DP8 37 ON Λ U/D w +38 Tw 406 "H 3 | MA =354. 387 352 Copyright DTS Provident Design Engineering, LLP 2026 W 6.0B 3+6 NHO 60 5 Wir 387 384 .25 of 1 P Gra | 12" TREE 4 36 .0 + Guy e LE All rights reserved. 387 .90 TC 36 F Λ vel 00 Λ 6 65L 362 M 350 396 4 38 Swa 358 2 8.2 DRA RIM 37 0+ O .40 le 8 IN M =351 36 % R 0.50 NOT FOR CONSTRUCTION Λ BC 8 Λ 10" MAPLE " HDPE @ 0 37 5 INV ANH .63 LIMIT OF C ES-BM-13 59LF of 15 36 Inte 74 =35 % 36 OLE @ 0.50 E Sign rsectio 10" TREE 18" 4.43 SEW RIM RIM 384.02 15" HDPE 3 Λ Λ 386 44LF of 6 ER M =352 UPo 10" MAPLE 00 REVISIONS/ISSUANCES U/D 5+ of 15" HDPE @ 3.23% 6 n RCP INV. 382.50 In L. 38 REA 37 D 20" TREE ANH .65 DISTURBANCE, w le 39LF 24" OAK Λ DMH BM 22 Λ 2.5) NO. DATE ISSUE 3RIM 88 386.61 366 OLE 6.0B 36 8 TYP. UPo | 36 37 Sto PI: | 404 || 70LF of 15" HDPE @ 1.07% -36 8 M ETION A le Λ ne Λ INV. 378.69 In 362 0 R. S .56 (BO RETEN 384 Wa +39 4 T 1 02/11/25 PARCEL 1 REVISIONS 36 4+6 40" MAPLE S ll INV. 378.74 In 7 4 RCP 6.25 T 0 NLE GR: 36 3.64 2 38 Λ 37 Λ 37 384 24" 'F' I E 8" MAPLE PI: 5+63.98 INV. 378.69 Out 6 % 6 Sign UPo 37 0.8 50 ): 3 64 390 INV 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 .(IN ): 363. U/D 0. 386 le Sto % 6" CLUMP MAPLE Λ Λ =36 OGDEN AVENUE @ 0 0 V p Ba OCS BM-20 8 I N 15" 3.56 37 E +0 38 T C 384 6" CLUMP MAPLE .(OU Sign r DP 6 RCP RIM 383.50 2 Stre INV Λ Λ H 10" MAPLE et S Stop 12"RCP 3 10/23/25 PLANNING BOARD SUBMISSION 0+00 TTO INV. 379.25 In 15 " 8 38 ign 402 E INV of | Λ 37 Λ INV. 379.25 Out || .A/B A 4 | 368 6 LF 38 4 372 37 37 4 PLANNING BOARD REVISION /C 11/20/25 4 69 DRA RIM =364.0 12" MAPLE BIO Λ IN M =366 2 U/D B 37 ANH .92 Λ 6 37 DMH BM-19 38 5 04/22/26 PLANNING BOARD REVISION +3 8 Sto W 6|+ OLE Λ 12"RCP 6 ne 6.0B RIM 387.00 382 Wa Λ Λ w 3 UPo | UPo FILL 8 INV. 378.91 In ll 4 86 SUMED WI le 6 06/24/26 PLANNING BOARD REVISION Λ le 400 26" MAPLE 8 INV.3378.91 Out 394 U/D Λ Λ 37 392 RIM P EL= TH DE Hedge 381 NEW HYDRODYNAMIC :6 388 .5+ DRA =368. 365.9 BRIS 10" MAPLE S-436 378 +3 39 0 T IN I 75 5 20" MAPLE 8 NL E .9 SEPARATOR, TYP. 'R' I R: 377 .04 NLE 38 7 /D .0 T 86 U 0 Walk 39 G 374 3 396 3 UT) : Hed Flag. 380 380 . ( O 2 ge 38 INV 0 14" MAPLE 3 9 388 382 2 392 39 12" MAPLE 48 24" MAPLE 382 4 4 Traffic Signal AD BM-19-1 A 39 UPosphalt Wall 4 Sign 384 39 RIM 385.00 le Swa DRAWING TITLE: 6 le 38 36" MAPLE Sign - Intersection 6 38 39 396 UPo INV 8 24" MAPLE Ston =38 PARCEL 1 - e W le Ston MPH all 2.49 386 1 398 Sign Row 2"R e Wa of P CP SITE GRADING AND 388 24" MAPLE 398 INV 0 ine 39 RIM =385. s 39 ll 28" MAPLE DRA =387 21 40 0 Route Sign 2 Bar DRAINAGE PLAN UPo IN I .91 8" MAPLE le NL E Stop Stop Sign TAYLOR AVENUE T Sign 8" TWIN MAPLE D UPo Street Aspharive 402 4 392 le 0 39 8" MAPLE Ston lt 24" MAPLE e W all Curb39 Sign 6 6 39 40 UPol Seal DRAWN BY: CHECKED BY: BZ/RC/TK GMS/MG e 408 Stone Masonry Wall 392 Stone UPol Asph Wall e Guy Wire alt P PROJECT NO. DATE: 4 39 arkin 0 812 01/23/25 40 4 10 g Ar INV=379.93 398 ea RIM=386.93 Metal Guide Rail UPole SEWER MANHOLE DRAWING NO. UPole Asph UPole 412 Aphalt Swale alt Sw SP-2.0 40 4 Drive ale 410 402 Retaining Wall 408 Asphalt Drive Anchor Block 0 40 15"PIP UPole 402 E Asphalt Retaining Wall INV. B INV.AB=405.58 404 18" MAPLE Stone Masonry EXPIRES 01/31/27 404 R I M = 405. 58 406 Retaining Wall DRAIN=409.08 406 26" MAPLE INLET Page 98 IL BU PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-4.1 SITE LANDSCAPE PLAN.DWG (BOTTO ION AREA 2) M EL. 39 ENT BIO RET S 0 2+0 EVERGREEN MANOR 2 Town of Cortlandt, New York G IN ILD BUILDING 20 BU BU ILD ING 1 OWNER / APPLICANT 1+00 V.S. CONSTRUCTION CORPORATION EXISTING TREE CANOPY 1 AS 73 CR Λ 37 CROTON DAM ROAD TO REMAIN (TYP.) AREA TION INSTALL EROSION OSSINING, NY 10562 Λ 3 QP 57 SO CONTROL FABRIC ON ALL ETEN S Λ 1 AS SLOPES GREATER THAN Λ OR EQUAL TO 3:1 (TYP.) PLANNER, CIVIL ENGINEER, LANDSCAPE BIO R Λ Λ Λ Λ 631 RG Λ Λ ARCHITECT Λ Λ 66 IG Λ 2 LR Λ Λ SHRUBS SPACED 4' O.C. IN DTSIntelligent PROVIDENT Λ 90 MP Λ Λ Λ Λ INSTALL EROSION TRIANGULAR GRID (TYP.) Λ Λ Λ Λ  Λ Λ Λ CONTROL FABRIC ON ALL Land Use Λ 0+00 Λ Λ Λ 99 RG Λ Λ Λ SLOPES GREATER THAN Λ Λ Λ Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 OR EQUAL TO 3:1 (TYP.) Λ Λ Λ Λ 77 VD Λ Λ Λ Λ Λ Λ One North Broadway NT Λ Λ DEDICATED SNOW Λ Λ Λ Λ White Plains, NY 10601 EME Λ Λ Λ Λ Λ Λ STORAGE AREA (TYP.) Λ Λ Λ Λ Λ Λ EAS Λ Λ Λ Λ Λ 1 AO Λ 166 AA Λ 363 MP Λ Λ Λ TER Λ LAWN Λ Λ Λ 1 TR Λ Λ 1 AS ARCHITECT - PARCEL 1 Λ ' WA Λ 10' HIGH POST Λ SEASONAL Λ Λ 20.0 Λ TOP LIGHT STEIN TROOST ARCHITECTURE, LLC PLANTING (TYP.) Λ 263 IG Λ Λ 1 AO385.24 1 TR ONE MORGAN AVENUE NORWALK, CONNECTICUT 06851 Λ Λ Λ 3 AG Λ Λ Λ Λ Λ SHRUBS SPACED 4' O.C. IN Λ Λ Λ D TRIANGULAR GRID (TYP.) 384.50 Λ LAND USE ATTORNEY Λ Λ Λ Λ 88 SO Λ Λ Λ ZARIN & STEINMETZ Λ 385.00 1 CC D Λ Λ S 3 UN 81 MAIN STREET Λ 1 AO 384.30 WHITE PLAINS, NY 10601 Λ Λ ACTIVITY Λ TERRACE Λ Λ 1 UN Λ 1 MX SURVEYOR Λ 1 CC Λ Λ Λ DANIEL T. MERRITTS, PLS Λ Λ Λ Λ LAWN 394 BEDFORD ROAD Λ Λ Λ 386.35 Λ MULCHED ISLAND TYP. 10' HIGHT POST PLEASANTVILLE, NY 10570 Λ TOP LIGHT Λ PROPERTY LINE D Λ Λ 1 UN 4 CA Λ Λ Λ WETLAND CONSULTANT Λ 8 PL DINING Λ 92 CR Λ Λ Λ TERRACE TIM MILLER ASSOCIATES, INC. Λ 156 AA 1 UN Λ 386.50 Λ Λ 4' HIGH CHAIN 5 IA 10 NORTH STREET Λ COLD SPRING, NY 10516 Λ Λ LINK FENCE Λ 386.35 11 PL Λ 48 II Λ 2 CO Λ 14 IGC Λ 15' HIGH POLE MOUNTED STORMWATER S Λ Λ DOWNLIGHT 8 PF PLANTER Λ Λ 12 CR Λ 1 QR Λ Λ Λ 14 IV Λ Λ 9 IGC Λ MAIN ACCESS ROAD 1 LT STORMWATER Λ LANDSCAPE SHOWN Λ E Λ D 8 PL Λ LAN Λ WE PLANTER FOR CONTEXT ONLY TLA 1 MX Λ Λ Λ DB N 1 TR 386.00 Λ Λ OU +(354.9 FIRE ND ) TC STORMWATER Λ D ARY 12 IV Λ Λ Λ Λ PLANTER Λ LIMIT OF DISTURBANCE, Λ Λ 1 CO 385.00 Λ Λ Λ (TYP.) 13 COC +(35 LAWN W Λ 4.4) 15 IV Λ TC Λ a te 1 AO 13 CR MEMORY D BOLLARD LIGHT r Λ Λ Λ 207 VD GARDEN Λ +(35 3.7) Λ Λ N 13 IF 24' X 48' CONCRETE DETENTION SYSTEM MO EXISTING TREE CANOPY 11 IV TC 13 CR PRO UME LAW Λ BOTTOM OF STRUCTURE: ELEV 364 Co 386.50 Λ TO REMAIN (TYP.) Λ E 1 TR TOP OF STRUCTURE: ELEV 370 N LAN urs NO MOW LAWN Λ STORMWATER PO NT 13 IGC Λ e Λ 1 CV PLANTER Λ FIRE MEMORY 21 IGC SED Λ S LAWN Λ COURTYARD 8 CAC (35 10 PL Λ 2.7 1 QR 1 GI ) TC Λ STORMWATER D Λ + Ston Λ eM STORMWATER PLANTER aso Λ Λ Λ DEDICATED SNOW nry PLANTER D Ret 17 IF Λ S inin a Λ STORAGE AREA (TYP.) Λ 11 POP S Λ gW 10 IV 12 COC all Λ 11 PL Λ Λ 2 CV LAWN Λ 352 10 IV Λ 9 IG 5+ . Λ Λ 11 IH 374.00 Λ 12 IH 12 IV Λ 350 RG 1 TR 12 IV 11 COC Λ Λ NO MOW LAWN 11 POP Λ D Λ 207 MP Λ 11PIPE IGCOPENING Λ 9"Ø 10 JT Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ 1 QA 386.50 INV. ELEV: 374.5 13 CAC PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 1-800-962-7962 OR 811 Λ Λ 11 CR Λ Λ Λ Λ Λ Λ S 386.40 11 IF Λ 202 Λ CONCRETE GENERATOR PAD Λ Λ Λ INSTALL EROSION E Λ Λ 13 PL STORMWATER UT Λ Λ Λ CONTROL FABRIC ON ALL O Λ Λ R Λ 386.40 PLANTER D/ Λ SLOPES GREATER THAN Λ Λ 00 A Λ Λ 1 AO RO 1+ OR EQUAL TO 3:1 (TYP.) 14 IV D Λ 386.25 Λ ND Λ Λ O Λ MP 13 IH Λ 3 PG Λ 217 IG O Λ Λ 3 IA 1 TR CR Λ Λ RESTORATION SEED MIX Λ Λ 5 IF Λ D 1 CO NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 1 LR 1 PC 373.50 Λ Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Λ 1 TR STORMWATER Sto 1 TR DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 1+ Λ Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND PLANTER Λ Λ n 82 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER e 3 UN Λ 1 LT 386.00 Λ 14 PL 1 CO WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ Λ Λ Λ Wall 10 IV 1 TR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ LIMIT OF DISTURBANCE (TYP.) Λ 6 IH 16 IV 2 PC MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 6 IA 1 LR SHOWN BY THESE DRAWINGS. Λ 52 SO 13 IH Λ 1 LT 1 CC 1 AG LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 1 LR Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ 3 CA3 387.50 1 AG 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ D Λ 1 LR 5 VM Pier 3 QP Gra 2 CC 3 PC Λ 00 Λ v Copyright DTS Provident Design Engineering, LLP 2026 el S 3 CA3 387.25 wa 1 LT All rights reserved. 0+ le 387.40 387.90 Λ Λ 2 CV NOT FOR CONSTRUCTION Λ Λ D Λ Λ REVISIONS/ISSUANCES Sto 2 PS NO. DATE ISSUE Λ Λ ne Wa 1 CV 3 AM ll 3 PS LANDSCAPE COVERAGE: Λ Λ 1 02/11/25 PARCEL 1 REVISIONS 3 FG 1 LR Λ Λ 137 CR 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 5 PG Λ Λ 7 VM PARKING LOT: 25,230 SF 3 10/23/25 PLANNING BOARD SUBMISSION Λ Λ STORMWATER BASIN SEED MIX 3 PC LANDSCAPE PERCENTAGE REQUIRED 5% (1,262 SF) Λ 4 11/20/25 PLANNING BOARD REVISION 71 AA Λ 3 CA3 Sto Λ eW n 5 04/22/26 PLANNING BOARD REVISION LANDSCAPE PERCENTAGE PROPOSED 5% (1,287SF) Λ 239 VD all Λ Λ Λ Λ 3 FG 6 06/24/26 PLANNING BOARD REVISION 1 QR 5 AM RESTORATION SEED MIX REQUIRED TREES TO BE PLANTED Walk Flag. 6 PS 7 BD TREE REQUIRED PER LIMIT OF DISTURBANCE: 177 2 QB TREE REQUIRED PER STEEP SLOPES: 124 TREE REQUIRED PER PROTECTED TREES: 2 Asp Wall 1 QA alt h TOTAL NUMBER OF TREE REQUIRED 303 Sw ale DRAWING TITLE: Ston Ston Wal e PROPOSED PLANTING REPLACEMENTS l eW TOTAL RATIO ACCOUNTED PARCEL 1 - all SHADE TREES 50 1:1 50 D Asph rive alt EVERGREEN TREES 60 1:1 60 SITE LANDSCAPE PLAN ORNAMENTAL TREES 34 3:1 11 Ston e W C Cuurr all bb SHRUBS 1459 10:1 145 Wall Stone halt Asp Stone Masonry Wall 266 Seal DRAWN BY: CHECKED BY: Park PROJECT NO. DATE: i LANDSCAPE NOTES: ng A r ea 1. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR 812 01/23/25 Asph alt Sw YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO DRAWING NO. Drive ale TOWN OR OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER SP-4.1 OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS Retaining Wall Asphalt Anchor Block FOLLOWING THE WRITTEN DEMAND OF SUCH A REPLACEMENT FROM Drive THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD Asphalt Retaining Wall OF TIME AS MAY BE SPECIFIED. Stone Masonry Retaining Wall Stone Masonry EXPIRES 01/31/27 Page 99 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-4.2 LANDSCAPE DETAILS.DWG TREE PIT DIAMETER AT PLANTING, PRUNE TREE PIT DIAMETER BALL DIA. MIN. PIT WIDTH TREES ONLY TO REMOVE BALL DIA. MIN. PIT WIDTH UP TO 48" BALL DIA. +2' BROKEN OR CROSSING UP TO 48" BALL DIA. +2' WOOD TREE STAKE 48" UP BRANCHES AS DIRECTED 1 3/4 x BALL DIA. WOOD TREE STAKE 48" UP 1 3/4 x BALL DIA. CLEAR OF ROOT BALL HYDROSEED (FOR SEEDED SLOPES) BY OWNER'S EVERGREEN MANOR CLEAR OF ROOT BALL AND TREE STAKE TIE OR EROSION CONTROL BLANKET ON REPRESENTATIVE PIT DIAMETER IN COMPACTED SOIL AND TREE STAKE TIE PIT DIAMETER IN COMPACTED SOIL (SEE NOTE #1) ALL EXPOSED SLOPES GREATER BALL DIA. MIN. PIT WIDTH (SEE NOTE #1) TOP OF ROOT COLLAR THAN OR EQUAL TO 3:1 BALL DIA. MIN. PIT WIDTH TOP OF ROOT COLLAR FLUSH WITH GROUND UP TO 48" 48" UP BALL DIA. +5' 2 x BALL DIA. LEVEL; NO MULCH WITHIN 6" OF TRUNK UP TO 48" 48" UP BALL DIA. +5' 2 x BALL DIA. FLUSH WITH GROUND LEVEL; NO MULCH WITHIN PREVIOUS GROWING LEVEL AT FINISHED GRADE Town of Cortlandt, New York 6" OF TRUNK 2" DEEP MULCH - NO MULCH 2" DEEP MULCH 2" DEEP MULCH STAKING DIAGRAM SECONDARY STAKING DIAGRAM WITHIN 6" OF TRUNK AFTER PLACEMENT REMOVE SECONDARY TREE NO. OF STAKE MAINTAIN 4" HIGH, 8" WIDE LIP ON 4'-0" MIN ALL STRINGS, TWINES, AND TREE NO. OF STAKE 6" HIGH PLANTING CAL. STAKES LOCATION CAL. STAKES LOCATION SAUCER SAUCER BERM DOWNHILL SIDE 2"-4" 2 180 DEGREES LACINGS; REMOVE AT LEAST 2"-4" 2 180 DEGREES GROUND LEVEL ONLY 4"-6" 3 120 DEGREES TOP HALF OF ANY BURLAP TOP OF ROOT COLLAR FLUSH EXTENT OF OR WIRE BASKET AFTER EXTENT OF 4"-6" 3 120 DEGREES TOPSOIL MIX WITH GROUND LEVEL; NO 2" ROOT BALL TREE IS STABILIZED IN PIT ROOT BALL MULCH WITHIN 6" OF TRUNK FEATHER OUT ON 1:1 GRADIENT 2" SECONDARY 6'-0" TREE PLANTING TIE 6" HIGH PLANTING SAUCER TREE PLANTING TIE SECONDARY STAKES SCARIFY WALL AND BOTTOM EXISTING SLOPE TO ALLOW SWAY TO ALLOW SWAY STAKES 3" DEEP MULCH 3" HIGH PLANTING SAUCER 0° TOPSOIL MIX OF PIT ALL AROUND WITH 12 0° PRIMARY STAKE PRIMARY STAKE 12 SHARP TOOL REMOVE ALL STRINGS, TOPSOIL MIX UNDISTURBED SOIL GROUND LEVEL 6" 2" 3'-0" GROUND LEVEL 3" TWINES, AND LACINGS IF ANY UNDISTURBED SUBGRADE DIRECTION OF 12 SCARIFY WALL AND BOTTOM DIRECTION OF 12 0° 0° SCARIFY WALL AND BOTTOM PREVAILING WIND TREE TRUNK OF PIT ALL AROUND WITH PREVAILING WIND SHARP TOOL TREE TRUNK VARIES - SEE BOX AFTER PLACEMENT, REMOVE OF PIT ALL AROUND WITH OWNER / APPLICANT 6" SECONDARY SECONDARY ALL STRINGS, TWINES AND 3'-0" SHARP TOOL 6" STAKES LACINGS; REMOVE AT LEAST UNDISTURBED SUBGRADE STAKES TOP HALF OF ANY BURLAP V.S. CONSTRUCTION CORPORATION UNDISTURBED SUBGRADE OR WIRE BASKET AFTER 37 CROTON DAM ROAD TREE IS STABILIZED IN PIT NOTE: VARIES - SEE BOX PLANTING MOUND; NOTE: VARIES - SEE BOX OSSINING, NY 10562 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG PLANTING MOUND; PLANTING MOUND; UNDISTURBED UNDISTURBED OR TAMPED 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 UNDISTURBED OR OR TAMPED SUBGRADE SUBGRADE WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 NOTE: OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE TAMPED SUBGRADE NOTE: OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE 1. SCARIFY ROOT BALL OF CONTAINER 1. PLANTS SET VERTICALLY, NOT PERPENDICULAR TO SLOPE. STAKING DIAGRAM. 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND STAKING DIAGRAM. STOCK ALL AROUND W/SHARP TOOL. 2. EROSION CONTROL BLANKET FOR SEEDED SLOPES TO BE "LANDLOK CS2" OR "PROPEX ECSC-2B" OR APPROVED EQUAL. PLANNER, CIVIL ENGINEER, LANDSCAPE 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND W/ 3. EROSION CONTROL BLANKET FOR PLANTED SLOPES TO BE JUTE MESH BLANKET OR APPROVED EQUAL. W/SHARP TOOL. SHARP TOOL. ARCHITECT DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SHRUB PLANTING SLOPE PLANTING DTSIntelligent PROVIDENT  Land Use 1 2 3 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 LANDSCAPE NOTES: PLANT SCHEDULE 1. UNLESS OTHERWISE NOTED, ALL PLANT BEDS SHALL RECEIVE 3" OF DOUBLE SHREDDED HARDWOOD BARK MULCH (NO DYE). NO MULCH SHALL BE PLACED WITHIN 6" OF TREE TRUNKS. SEE PLANTING DETAILS FOR PLANTING SAUCER DETAILS. CODE QTY BOTANICAL / COMMON NAME CONT/SIZE SPACING REMARKS 2. QUANTITIES LISTED IN PLANT LIST ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON LIST AND SHALL BE RESPONSIBLE FOR FURNISHING ALL PLANTS INDICATED ON PLAN. ARCHITECT - PARCEL 1 3. IF TREE STAKING IS INDICATED ON LANDSCAPE PLAN, TREES SHALL BE STAKED PER PLANTING DETAILS. STEIN TROOST ARCHITECTURE, LLC A. SHADE TREES 4. INSTALL EROSION CONTROL BLANKET ON ALL SEEDED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR AO 5 ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY RED MAPLE B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING MATERIAL INFORMATION. ONE MORGAN AVENUE AS 3 ACER SACCHARUM / SUGAR MAPLE B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING 5. INSTALL JUTE MESH BLANKET ON ALL PLANTED SLOPES GREATER THAN OR EQUAL TO 3.1 SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL NORWALK, CONNECTICUT 06851 GI 1 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE' / SKYLINE® HONEY LOCUST B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING INFORMATION. LR 7 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' / ROUND-LOBED SWEET GUM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING 6. IF NOT OTHERWISE PLANTED OR PAVED, ALL NEW OR DISTURBED LANDSCAPE AREAS TO BE RAKED, SEEDED WITH LAWN SEED MIX, AND LAND USE ATTORNEY LT 3 LIRIODENDRON TULIPIFERA / TULIP POPLAR B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING STRAW MULCHED. QA 2 QUERCUS ALBA / WHITE OAK B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING 7. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO ZARIN & STEINMETZ QB 2 QUERCUS BICOLOR / SWAMP WHITE OAK B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING TOWN OR OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS 81 MAIN STREET QP 6 QUERCUS PALUSTRIS / PIN OAK B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING FOLLOWING THE WRITTEN DEMAND OF SUCH A REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED WHITE PLAINS, NY 10601 QR 3 QUERCUS RUBRA / NORTHERN RED OAK B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING PERIOD OF TIME AS MAY BE SPECIFIED. TR 9 TILIA AMERICANA `REDMOND` / REDMOND AMERICAN LINDEN B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING SURVEYOR UN 9 ULMUS AMERICANA 'NEW HARMONY' / NEW HARMONY AMERICAN ELM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING DANIEL T. MERRITTS, PLS B. EVERGREEN TREES 394 BEDFORD ROAD IA 14 ILEX OPACA / AMERICAN HOLLY B&B/ 6'-7' HGT. FULL, DENSE, BALANCED SHAPE PLEASANTVILLE, NY 10570 JT 10 JUNIPERUS VIRGINIANA 'TAYLOR' / TAYLOR EASTERN REDCEDAR B&B/ 6'-7' HGT. FULL, DENSE, BALANCED SHAPE PC 9 PICEA PUNGENS / COLORADO SPRUCE B&B/ 8'-9' HGT. FULL, DENSE, BALANCED SHAPE WETLAND CONSULTANT PF 8 PICEA PUNGENS 'FASTIGIATA' / COLUMNAR COLORADO SPRUCE B&B/ 6'-7' HGT. FULL, DENSE, BALANCED SHAPE TIM MILLER ASSOCIATES, INC. PG 8 PICEA GLAUCA / WHITE SPRUCE B&B/ 7'-8' HGT. FULL, DENSE, BALANCED SHAPE 10 NORTH STREET PS 11 PINUS STROBUS 'BENNETT'S FASTIGIATE' / BENNETT'S FASTIGIATE WHITE PINE B&B/ 7'-8' HGT. FULL, DENSE, BALANCED SHAPE COLD SPRING, NY 10516 C. ORNAMENTAL TREES AG 5 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' / AUTUMN BRILLIANCE APPLE SERVICEBERRY B&B/ 7'-8' HGT. BALANCED & FULL BRANCHING BD 7 BETULA NIGRA 'BNMTF' / DURA HEAT® RIVER BIRCH B&B/ 8'-9' HGT. BALANCED & FULL BRANCHING, MULTI-TRUNKED CA 4 CARPINUS CAROLINIANA / AMERICAN HORNBEAM B&B/ 2" - 2-1/2" CAL. BALANCED & FULL BRANCHING CC 5 CORNUS FLORIDA 'CHEROKEE BRAVE' / CHEROKEE BRAVE DOGWOOD B&B/ 7'-8' HGT. BALANCED & FULL BRANCHING CO 5 CELTIS OCCIDENTALIS / COMMON HACKBERRY B&B/2" - 2-1/2" CAL. BALANCED & FULL BRANCHING CV 6 CHIONANTHUS VIRGINICUS / WHITE FRINGETREE B&B/ 6'-7' HGT. BALANCED & FULL BRANCHING MX 2 MAGNOLIA X 'JANE' / JANE MAGNOLIA B&B/ 2" - 2-1/2" CAL. BALANCED & FULL BRANCHING SLOPE SHRUBS CAC 21 CLETHRA ALNIFOLIA 'SIXTEEN CANDLES' / SIXTEEN CANDLES SUMMERSWEET 24"-36" HGT. 36" o.c. FULL AND DENSE BRANCHING ILG 9 ILEX GLABRA / INKBERRY HOLLY 24"-36" HGT. 36" o.c. FULL AND DENSE BRANCHING POP 22 PHYSOCARPUS OPULIFOLIUS 'N5' / PANTHER® NINEBARK 24"-36" HGT. 36" o.c. FULL AND DENSE BRANCHING STORMWATER MNGT SHRUBS AM 8 ARONIA MELANOCARPA / BLACK CHOKEBERRY 30"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING CA3 9 CLETHRA ALNIFOLIA / SUMMERSWEET 30"-36" HGT. 48" o.c. FULL AND DENSE BRANCHIN FG 7 FOTHERGILLA GARDENII / DWARF FOTHERGILLA 30"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING VM 12 VIBURNUM DENTATUM 'BLUE MUFFIN' / BLUE MUFFIN ARROWWOOD VIBURNUM 30"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING SLOPE PLANTING SHRUBS AA 221 ARONIA ARBUTIFOLIA 'BRILLIANTISSIMA' / BRILLIANT RED CHOKEBERRY 24"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING CR 170 CORNUS SERICEA / RED TWIG DOGWOOD 24"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING IG 214 ILEX GLABRA / INKBERRY HOLLY 24"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING MP 166 MYRICA PENSYLVANICA / NORTHERN BAYBERRY 24"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY RG 271 RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 12"-24" HGT. 48" o.c. FULL AND DENSE BRANCHING PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 SO 197 SYMPHORICARPOS ORBICULATUS / CORALBERRY 24"-30" HGT. 48" o.c. FULL AND DENSE BRANCHING VD 132 VIBURNUM DENTATUM 'ARROWWOOD' / ARROWWOOD VIBURNUM 24"-36" HGT. 48" o.c. FULL AND DENSE BRANCHING STORMWATER PLANTERS COC 11 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE CR2 49 CORNUS SERICEA / RED TWIG DOGWOOD 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE IF 46 ILEX VERTICILLATA 'FARROWMRP' / MR. POPPINS® WINTERBERRY 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE IGC 116 ILEX GLABRA 'COMPACTA' / COMPACT INKBERRY 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE IH 55 ILEX VERTICILLATA 'BERRY HEAVY GOLD' / BERRY HEAVY GOLD WINTERBERRY 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED IV 136 ITEA VIRGINICA / VIRGINIA SWEETSPIRE 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PL 75 PHYSOCARPUS OPULIFOLIUS 'LITTLE DEVIL' / LITTLE DEVIL™ DWARF NINEBARK 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND ST 25 SPIRAEA TOMENTOSA / STEEPLEBUSH 24"-36" HGT. 36" o.c. FULL & BALANCED SHAPE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED RESTORATION SEED MIX 25,167 SF MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF RESTORATION AREA SEED MIX ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS "NEW ENGLAND CONSERVATION/WILDLIFE MIX" BY NEW ENGLAND WETLAND PLANTS, INC. SHOWN BY THESE DRAWINGS. (413) 548-8000 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS WWW.NEWP.COM OR APPROVED EQUAL. DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION INCLUDES THE FOLLOWING: 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. VIRGINIA WILD RYE, LITTLE BLUESTEM, RED FESCUE, INDIAN RYEGRASS, JOE PYE WEED, BLACK EYED SUSAN Copyright DTS Provident Design Engineering, LLP 2026 SEEDING RATE: 25 LBS/ACRE OR 1750 SF/LB All rights reserved. SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS. NOT FOR CONSTRUCTION REVISIONS/ISSUANCES STORMWATER BASIN SEED MIX 2,107 SF NO. DATE ISSUE STORMWATER BASIN SEED MIX 1 02/11/25 PARCEL 1 REVISIONS ERNMX-183 "NATIVE DETENTION AREA MIX" BY ERNST SEEDS (800) 873-3321 OR APPROVED EQUAL. INCLUDES THE FOLLOWING: 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 DEERTONGUE, SWITCHGRASS, FOX SEDGE, VIRGINIA WILDRYE, AUTUMN 3 10/23/25 PLANNING BOARD SUBMISSION BENTGRASS, SOFT RUSH, PATH RUSH, REDTOP PANICGRASS. 4 11/20/25 PLANNING BOARD REVISION SEEDING RATE: 1/2 LB. / 1,000 SF. 5 04/22/26 PLANNING BOARD REVISION 6 06/24/26 PLANNING BOARD REVISION SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS. NO MOW LAWN SEED MIX 10,246 SF NO MOW TURF "NO MOW LAWN" SEED MIX BY PRAIRIE NURSERY (800) 476-9453 OR APPROVED EQUAL. INCLUDES THE FOLLOWING: HARD FESCUE, SHEEP FESCUE, CHEWINGS FESCUE, RED FESCUE, CREEPING RED FESCUE. DRAWING TITLE: SEEDING RATE: 6 LBS/1,000 SF. LAWN SEED MIX - SUN/SHADE 11,837 SF PARCEL 1 - HARDSCRABBLE "ALL PURPOSE SUN/SHADE MIX" AS SUPPLIED BY HARDSCRABBLE FARMS, INC. (914) 669-5633 OR APPROVED PLANT LIST AND PLANTING DETAILS EQUAL. CONTAINS THE FOLLOWING: 30% SOPRANO PERENNIAL RYE, 30% INTEGRA PERENNIAL RYE, 30% REBEL IV TALL FESCUE, 10% PALOUSE KENTUCKY BLUEGRASS Seal DRAWN BY: CHECKED BY: SEEDING RATE: 6 LBS/1,000 SF. PROJECT NO. DATE: 812 01/23/25 DRAWING NO. PLANT SCHEDULE 4 SP-4.2 EXPIRES 01/31/27 Page 100 IL PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-5.1 SITE LIGHTING PLAN.DWG BU | | DOWN LIGHT (DL) POLE AND FIXTURE SCHEDULE | | | | # of Throw Fixture and Pole ID # Fixtures Type Manufacturer Fixture Order Number Pole Order Number DL1 1 T4S GARDCO P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK | P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK | DL2 1 T4S GARDCO SRA-STB-4-188-12-D1-BK DL3 1 T3M GARDCO P15-P-A03-8272-T3M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK EVERGREEN MANOR 2 | 2 6 DL4 1 T3M GARDCO P15-P-A03-827 -T3M-HIS-AR-FAWS -BK SRA-STB-4-188-12-D1-BK Town of Cortlandt, New York G | DL5 1 T4M GARDCO P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK IN | ILD DL6 1 T4M GARDCO P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK DL7 1 T3M GARDCO P15-P-A03-8272-T3M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK BUILDING 20 BU DL8 1 T3M GARDCO P15-P-A03-8272-T3M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK 0.0 ALL DOWN LIGHTS INCLUDE A HOUSE SIDE SHIELD (HIS) BU ILD 0.0 0.0 0.0 0.0 ALL DOWN LIGHTS ARE 15' HIGH MONUMENT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ING PROPOSED OWNER / APPLICANT POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE 1 V.S. CONSTRUCTION CORPORATION 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 # of Throw 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ 37 CROTON DAM ROAD Type Λ Fixtures Fixture and Pole Manufacturer Fixture Order Number Pole Order Number OSSINING, NY 10562 Λ ID # Λ Λ Λ Λ Λ Λ Λ CYPR Λ Λ Λ ES DB12-4F14-188-BLT-PTFS LANE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PT1 1 T4W ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-4W-BLT-CL-HS Λ PLANNER, CIVIL ENGINEER, LANDSCAPE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ PT2 1 T4W ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-4W-BLT-CL-HS DB12-4F14-188-BLT-PTF MO POSED PARKING LOT DOWN Λ ARCHITECT Λ PRO Λ Λ Λ NUM LIGHT 15' MOUNTING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 0.0 0.0 0.0 Λ0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ Λ PT3 1 T3 ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS DB12-4F14-188-BLT-PTF Λ DTSIntelligent PROVIDENT Λ Λ Λ Λ Λ Λ HEIGHT (TYP.) Λ Λ Λ ENT Λ Λ Λ PROPERTY LINE, Λ Λ Λ  Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 0.0 Λ 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ PT4 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF Land Use Λ Λ TYP. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ0.1 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 Λ 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ PT5 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ Λ Λ Λ Λ Λ Λ 0.1 One North Broadway Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.2 0.3 0.3 0.4 0.4 0.5 0.8 0.8 0.4 Λ 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 Λ Λ Λ Λ White Plains, NY 10601 PT6 1 T3 ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL DB12-4F14-188-BLT-PTF Λ Λ Λ Λ DL7 Λ Λ Λ Λ Λ Λ | DL6 Λ 0.1 Λ0.1 Λ Λ T3-HS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.0 0.9 0.7 0.6 0.6 0.6 0.8 1.5 2.4 2.4 1.6 0.7 0.4 0.2 0.1 0.1 0.1 Λ 0.2 0.1 0.1 0.0 Λ Λ Λ Λ Λ T4-HS Λ PROV2-36L-510-27K8-5W-BLT-CL Λ PT7 1 T5W ARCHITECTURAL AREA LIGHTING DB12-4F14-188-BLT-PTF Λ Λ Λ Λ Λ Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 Λ 0.1 0.1 0.1 0.3 1.1 2.6 2.3 1.3 0.9 0.8 0.7 0.9 1.4 1.8 1.8 1.5 0.9 0.6 0.4 0.4 0.4 0.4 0.4 0.5 Λ 0.3 0.1Λ 0.1 Λ Λ Λ ARCHITECT - PARCEL 1 Λ PT8 1 T5W ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-5W-BLT-CL DB12-4F14-188-BLT-PTF Λ Λ Λ Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Λ 0.3 0.2 0.2 0.3 0.4 0.6 1.5 2.2 2.1 1.3 0.9 0.8 0.7 0.8 1.1 1.2 1.3 1.1 0.8 0.6 0.6 0.6 0.7 1.1 1.8 0.0 0.8 0.4 | DL8 | Λ STEIN TROOST ARCHITECTURE, LLC Λ PROV2-36L-510-27K8-T4W-BLT-CL-HS 10' HIGH POST Λ PT9 1 T4W ARCHITECTURAL AREA LIGHTING DB12-4F10-188-BLT-PTF Λ T3-HS Λ ONE MORGAN AVENUE Λ TOP LIGHT 0.0 0.0 0.0 0.0 0.1 0.1 Λ 0.3 0.5 0.9 0.7 0.5 0.5 0.6 0.7 1.0 1.3 1.3 0.9 0.8 0.7 0.7 0.7 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.6 0.8 1.3 1.9 2.2 1.9 0.9 DL5 Λ Λ PROV2-36L-510-27K8-T4W-BLT-CL-HS NORWALK, CONNECTICUT 06851 Λ PT10 1 T4W ARCHITECTURAL AREA LIGHTING DB12-4F10-188-BLT-PTF T4-HS Λ Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.9 2.5 1.7 0.9 0.7 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.8 0.6 0.5 0.6 0.7 Λ 0.6 Λ 0.6 0.5 0.7 1.1 1.4 1.6 1.3 Λ Λ | Λ Λ Λ Λ PROV2-36L-510-27K8-T4W-BLT-CL-HS LAND USE ATTORNEY Λ PT11 1 T4W ARCHITECTURAL AREA LIGHTING DB12-4F10-188-BLT-PTF Λ PT9 Λ | Λ Λ Λ 0.0 0.0 0.0 0.0 0.1 0.3 0.5 1.0 2.1 2.4 1.6 1.0 0.7 0.6 0.6 0.6 0.6 0.5 0.4 0.5 0.6 0.8 1.0 1.1 0.7 0.9 2.3 2.5 2.1 0.6 0.4 0.5 0.6 0.7 0.9 0.8 T4-HS Λ Λ Λ "HS" INDICATES THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD. Λ ZARIN & STEINMETZ Λ Λ Λ Λ Λ 0.0 0.0 0.0 0.1 0.3 0.4 0.7 0.9 1.3 1.4 1.1 0.8 0.7 0.6 0.6 0.5 0.4 0.3 0.3 0.5 0.7 1.1 0.8 1.0 0.9 1.2 2.6 1.7 1.6 0.8 0.4 0.2 0.2 0.2 0.4 PT8 81 MAIN STREET | Λ Λ Λ POST TOP LIGHTS PT 9, 10 AND 11 ARE 10' HIGH; ALL OTHER POST TOP LIGHTS ARE 14' HIGH. T5 WHITE PLAINS, NY 10601 Λ | Λ 0.0 0.0 0.1 0.1 0.3 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.7 0.6 0.6 0.7 0.7 0.6 0.5 0.5 0.7 0.8 1.1 1.3 1.1 1.0 1.1 1.6 1.3 1.3 2.1 1.4 0.2 0.1 0.1 0.1 Λ Λ Λ Wire Λ 10' HIGH POST Λ Λ SURVEYOR Λ Λ TOP LIGHT 0.0 0.1 0.1 0.2 0.5 0.8 0.7 0.7 0.7 0.6 0.5 0.5 0.6 0.7 0.8 1.0 0.9 0.7 0.9 1.3 1.7 1.6 1.3 1.2 1.0 0.9 1.1 2.8 6.6 3.1 2.4 1.5 0.2 0.1 0.0 Λ F MEMORY COURTYARD BOLLARD FIXTURE SCHEDULE (B) | Λ enc Λ Λ DANIEL T. MERRITTS, PLS Λ Λ PT10 | 0.0 0.1 0.3 0.6 1.5 1.4 0.9 0.7 0.5 0.5 0.6 0.6 0.6 0.8 1.2 0.8 1.1 0.9 1.6 3.7 5.7 3.8 1.6 1.0 1.5 2.8 2.2 3.8 9.4 5.0 3.3 0.6 0.2 0.1 # of Throw Λ Λ 394 BEDFORD ROAD Λ T4-HS Λ e Λ ID # Fixtures Type Fixture and Pole Manufacturer Fixture Order Number PT7 Λ PLEASANTVILLE, NY 10570 Λ T5 Λ Λ 0.0 0.1 0.1 0.4 0.4 2.4 1.7 1.2 0.9 0.9 1.2 1.2 0.6 0.5 0.7 1.0 0.8 1.2 1.1 2.1 6.2 8.1 5.5 1.7 0.8 2.3 7.6 5.1 5.9 5.5 2.2 0.4 0.1 0.1 Λ DL4 Λ Λ T3-HS Λ B1-B7 7 T4 ARCHITECTURAL AREA LIGHTING PROB-Y4-3030-BLT-DSC-FL Λ Λ | | Λ WETLAND CONSULTANT 0.0 0.1 0.1 0.4 1.8 2.1 1.7 1.4 1.7 1.8 1.9 1.0 0.3 0.4 0.6 1.0 1.1 1.0 1.1 1.7 3.6 4.8 2.9 1.1 1.5 6.8 1.3 0.3 0.1 0.0 Λ Λ C10 Λ Λ Λ EXTERIOR FACADE LIGHTING LEGEND AND NOTES Λ PT6 TIM MILLER ASSOCIATES, INC. 0.0 0.0 0.0 0.1 0.4 1.3 1.5 1.4 1.1 1.2 1.0 0.2 0.2 0.1 0.2 0.5 0.9 1.8 2.7 1.8 1.1 1.2 0.0 2.2 0.7 0.2 0.1 0.0 Λ Λ Λ Λ C8.5 - RECESSED CANOPY MOUNTED DOWNLIGHT - PORCH LIGHT - MOUNTED AT 8.5FT T4W-HS C14 10 NORTH STREET Λ C10 - RECESSED CANOPY MOUNTED DOWNLIGHT - PORCH LIGHT - MOUNTED AT 10FT Λ Λ Λ 0.0 0.0 0.0 0.1 0.5 0.8 0.9 0.9 0.6 0.2 0.2 0.1 0.1 0.1 0.1 0.3 0.7 3.6 7.3 3.2 3.7 1.8 0.3 0.1 0.1 COLD SPRING, NY 10516 Λ C11 - RECESSED CANOPY MOUNTED DOWNLIGHT - ENTRY WAY - MOUNTED AT 11FT S8 Λ | Λ Λ | C14 - RECESSED CANOPY MOUNTED DOWNLIGHT - PORTE COCHERE - MOUNTED AT 14FT Λ 0.0 0.0 0.1 0.2 0.5 0.7 0.7 0.6 0.5 0.4 0.1 0.1 0.0 0.0 0.1 2.1 2.0 0.4 0.1 0.0 Λ S8 - FACADE MOUNTED DOOR SECURITY LIGHTS - MOUNTED AT 8FT Λ Λ C10 Λ S9 - FACADE MOUNTED DOOR SECURTIY LIGHTS - MOUNTED AT 9FT Λ 0.0 0.0 0.0 0.1 0.4 0.5 0.6 0.6 0.5 1.0 0.7 0.1 0.0 0.0 0.8 0.3 0.1 0.0 Λ Λ S12 - FACADE MOUNTED DOOR SECURITY LIGHTS - MOUNTED AT 12FT Λ Λ Λ Λ 0.0 0.1 0.1 0.3 0.6 0.7 0.7 0.6 0.8 2.5 0.5 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 Λ Λ Λ 10' HIGH POST Λ Λ E Λ LIGHTING Λ LAN 0.1 0.1 0.3 0.6 1.2 1.0 0.7 0.5 1.3 2.1 0.3 0.1 0.0 0.0 0.0 0.1 0.3 0.7 0.9 0.1 TOP LIGHT Λ CALCULATIONS (FC) POST TOP MOUNTED LIGHT Λ Λ Λ PT5 Λ Λ WITH HOUSE SIDE SHIELD FIRE Λ T2-HS 0.0 0.1 0.2 0.4 2.0 2.0 1.4 0.8 0.7 2.4 1.5 0.4 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.9 2.5 0.3 Λ Λ PARKING Λ 14' MOUNTING HEIGHT (TYP.) PT11 Λ DL3 Λ Λ Λ T4-HS Λ AVERAGE 0.9 T3-HS 0.0 0.1 0.2 0.8 2.4 1.8 1.3 0.7 0.7 1.5 0.6 0.6 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 2.1 0.3 0.1 Λ Λ W Λ a Λ MAX 3.6 te Λ S12 B7 0.0 0.0 0.1 0.2 0.9 1.9 1.6 1.0 0.5 0.4 0.8 0.6 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.5 1.6 1.9 0.1 0.0 r Λ Λ MIN 0.2 Λ T4 Λ B6 LIGHT BOLLARD 0.0 0.0 0.1 0.3 0.7 1.0 1.0 0.8 0.4 0.4 0.5 0.5 0.2 0.8 17.3 4.4 0.3 0.4 0.4 0.5 0.3 0.3 0.3 0.0 0.0 UNIFORMITY Λ Λ T4 Λ RATIO 8.0:1 C8.5 Co Λ Λ E 0.0 0.0 0.1 0.3 0.6 0.7 0.7 0.6 0.7 0.7 0.5 0.5 0.2 15.0 1.0 0.3 0.3 0.1 1.1 0.8 0.9 0.8 0.1 0.0 0.0 0.0 0.0 LAN urs Λ EMPLOYEE WALK Λ e Λ PR UM MO Λ FIRE 0.0 0.0 0.1 0.1 0.4 0.6 0.7 0.6 0.8 1.9 0.7 0.3 0.0 0.2 0.3 0.1 0.0 0.1 0.1 2.8 0.8 0.0 0.0 0.0 0.0 0.0 OP EN AVERAGE 1.1 B5 Λ S9 N Λ OS T Λ MAX 5.9 T4 Λ ED PARKING LOT DOWN LIGHT 0.0 0.1 0.1 0.3 0.6 0.7 0.6 0.5 1.2 2.7 0.2 0.1 0.1 7.8 0.8 0.1 0.1 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ WITH HOUSE SIDE SHIELD 15' Λ Λ MIN 0.2 PT4 C11 Λ MOUNTING HEIGHT (TYP.) B1 AD 0.1 0.2 0.3 0.7 1.1 0.8 0.7 0.6 1.9 1.1 0.1 0.1 0.2 0.3 1.3 0.2 0.5 0.3 4.2 1.7 0.1 0.0 0.0 0.0 0.0 0.0 RO Λ T2-HS B4 Λ T4 Λ UNIFORMITY D 02 ON Λ T4 MP E 35/2 Λ RATIO 5.5:1 B2 Λ O Λ 0.0 0.1 0.2 0.7 2.0 1.6 1.1 0.7 1.1 2.2 0.2 0.1 3.8 1.4 0.1 0.4 12.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 CR OUT Λ T4 Λ PARKING LOT WALK R Λ Λ DL2 Λ 0.1 0.1 0.4 1.4 2.5 1.7 1.1 0.6 0.7 1.4 0.1 0.0 0.4 0.4 0.6 0.8 0.2 0.1 0.0 NANC Λ AVERAGE 0.7 Y T4S-HS Λ Λ LANE Λ B3 Λ PT3 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 0.0 0.0 0.1 0.4 1.5 1.9 1.5 0.9 0.4 0.5 1.1 1.2 0.0 0.1 2.7 1.2 0.0 Λ MAX 1.8 Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. T4 Λ T3-HS 1-800-962-7962 OR 811 Λ Λ Λ MIN 0.2 Λ Λ 0.0 0.0 0.1 0.4 0.9 1.2 1.1 0.7 0.3 0.3 0.7 1.7 0.6 0.0 Λ Λ Λ Λ Λ UNIFORMITY Λ Λ Λ 0.0 0.0 0.1 0.4 0.7 0.7 0.7 0.7 0.6 0.5 0.7 1.3 1.2 0.1 RATIO 4.5:1 Λ Λ Λ Λ Λ Λ Λ Λ ENTRANCE WALK Λ C11 0.0 0.0 0.1 0.3 0.5 0.6 0.7 0.6 0.5 1.1 1.2 0.7 1.2 1.6 1.5 Λ Λ Λ Λ Λ Λ Λ AVERAGE 0.7 Λ Λ 0.0 0.1 0.2 0.4 0.6 0.7 0.6 0.5 0.6 1.0 1.5 0.3 0.6 1.0 1.6 3.1 Λ Λ MAX 0.9 Λ Λ Λ Λ Λ PT2 0.1 0.2 0.4 0.9 0.8 0.7 0.6 0.5 0.8 1.1 0.7 0.2 0.3 MIN 0.4 Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED T4W-HS Λ Λ UNIFORMITY BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 0.1 0.1 0.4 1.0 1.8 1.2 0.8 0.6 0.5 0.8 1.3 0.5 0.1 0.0 0.0 Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE RATIO 1.8:1 S12 Λ Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND CONKLIN AVENUE Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ Λ Λ WALK TO SUBDIVISION 0.1 0.2 0.7 2.4 1.9 1.5 0.9 0.5 0.4 0.4 0.5 0.1 0.1 0.0 0.0 0.0 0.1 0.0 Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. DL1 Λ Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ AVERAGE 0.8 Λ 0.0 0.1 0.2 T4S-HS 0.7 2.3 1.7 1.2 0.6 0.7 0.7 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.8 1.0 0.4 0.1 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ MAX 1.8 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ SHOWN BY THESE DRAWINGS. 0.0 0.0 0.2 0.8 1.4 1.3 0.9 0.5 0.6 1.2 1.2 0.1 0.1 0.0 0.4 0.9 0.6 0.4 0.1 0.0 0.0 Λ MIN 0.2 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS UNIFORMITY 0.0 0.0 0.2 0.5 0.7 0.7 0.6 0.5 0.7 1.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.0 0.0 0.0 0.0 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ RATIO 4:1 PT1 Λ 0.0 0.0 0.0 0.2 0.4 0.5 0.5 0.5 0.7 1.1 1.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T4W-HS Λ Λ Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. Λ 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.4 0.6 0.9 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ PROPERTY LINE, TYP. NOT FOR CONSTRUCTION Λ Λ 0.1 0.2 0.2 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 REVISIONS/ISSUANCES Λ Λ NO. DATE ISSUE Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 02/11/25 PARCEL 1 REVISIONS Λ Λ 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 0.0 0.0 0.0 0.0 0.0 Λ Λ OGDEN AVENUE Λ Λ 3 10/23/25 PLANNING BOARD SUBMISSION Λ Λ 4 11/20/25 PLANNING BOARD REVISION Λ Λ 5 04/22/26 PLANNING BOARD REVISION Λ Λ Λ 6 06/24/26 PLANNING BOARD REVISION Λ Λ Λ DRAWING TITLE: NOTES: 1. ALL LIGHTS HAVE A MAXIMUM MOUNTING HEIGHT OF 15' 2. ALL SITE LIGHTS ARE MOUNTED ON A 24" DIAMETER CONCRETE BASE. THE BASE FOR POST TOP LIGHTS IS 6" ABOVE PARCEL 1 - GRADE. THE BASE FOR PARKING LOT DOWNLIGHTS IS 24" ABOVE GRADE. ALL LIGHT POLE BASES EXTEND A MINIMUM OF 5' BELOW GRADE. SITE LIGHTING PLAN TAYLOR AVENUE 3. HIS = INTERNAL HOUSE SIDE SHIELD (NOT REFLECTED IN PHOTOMETRIC CALCULATIONS.) Cur 4. PHOTOMETRIC CALCULATIONS INCLUDE BUILDING MOUNTED LIGHTS. 5. THE PHOTOMETRIC PLAN AND LIGHTING DETAILS HAVE BEEN SUBMITTED TO AND APPROVED BY TOWN OF b CORTLANDT. SUBSTITUTIONS SUBMITTED FOR APPROVAL REVIEW BY PROJECT ENGINEER MUST HAVE SAME FIXTURE Seal DRAWN BY: CHECKED BY: STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO BZ/DMM GMS/MG SUBSTITUTION REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN PROJECT NO. DATE: WITH STATISTICAL SUMMARY TABLE TO VERIFY THAT THE PROPOSED SUBSTITUTION ACHIEVES THE IESNA RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT 812 01/23/25 DRAWING NO. REQUIRING CHANGES TO THE SITE PLAN, LIGHT LOCATIONS OR ARCHITECTURE, AND OBTAINS OWNER APPROVAL. THIS POINT BY POINT PLAN AND STATISTICAL SUMMARY TABLE SHALL BE INCLUDED WITH THE SUBMITTAL. FAILURE TO SP-5.1 COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE RETURN OF THE SUBMITTAL AS REJECTED. 6. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES DO NOT REQUIRE AN AMENDMENT OR REAPPROVAL OF THE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN APPROVALS. EXPIRES 01/31/27 Page 101 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-5.2 5.3 SITE LIGHTING DETAILS.DWG NOTES: 1. PER TOWN OF CORTLANDT ZONING CODESECTION 307-12.3 G. (2):SHOULD ANY OUTDOOR LIGHTING FIXTURE OR THE TYPE OF LIGHT SOURCE THEREIN BE CHANGED AFTER A LIGHTING LIGHT POLES AND FIXTURES PERMIT AND/OR SITE PLAN APPROVAL HAS BEEN ISSUED, A SHALL BE AS CHANGE REQUEST MUST BE SUBMITTED TO THE DIRECTOR OF MANUFACTURED BY CODE ENFORCEMENT FOR REVISED APPROVAL. ARCHITECTURAL LIGHTING AND ARE AS NOTED: 2. THE PHOTOMETRIC PLAN AND LIGHTING DETAILS HAVE BEEN SUBMITTED TO AND APPROVED BY TOWN OF CORTLANDT. POLE MODEL: SUBSTITUTIONS SUBMITTED FOR APPROVAL REVIEW BY DB12-4F14-188-BLT-PTF PROJECT ENGINEER MUST HAVE SAME FIXTURE STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION EVERGREEN MANOR DB12 DECORATIVE POLE MOUNTING HEIGHT 10' or 14' QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO SUBSTITUTION COLOR: BLACK REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN WITH FIXTURE: PROVIDENCE MEDIUM STATISTICAL SUMMARY TABLE TO VERIFY THAT THE Town of Cortlandt, New York 10' OR 14' (SEE LIGHTING PLAN) LAMP TYPE: 36 LED PROPOSED SUBSTITUTION ACHIEVES THE IESNA FIXTURE COLOR: BLACK MATTE RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL LENS STYLE: CLEAR LENS SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT GLOBE MATERIAL: ALUMINUM REQUIRING CHANGES TO THE SITE PLAN, LIGHT LOCATIONS OR SENSOR CONTROL TO TURN OFF ARCHITECTURE, AND OBTAINS OWNER APPROVAL. THIS POINT AT DAWN AND ON AT DUSK BY POINT PLAN AND STATISTICAL SUMMARY TABLE SHALL BE INCLUDED WITH THE SUBMITTAL. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE RETURN OF THE SUBMITTAL AS REJECTED. 3. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES BOLT PATTERN TO MATCH POLE DO NOT REQUIRE AN AMENDMENT OR REAPPROVAL OF THE ANCHOR BOLT TEMPLATE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN APPROVALS. 1-1/2" x 1-1/2" CHAMFER 4. SUBMIT CUT SHEETS/SHOP DRAWINGS OF FOOTINGS, POLES CENTERLINE POLE CL AND FIXTURES TO PROJECT ENGINEER FOR REVIEW AND 18" PLANTED AREA APPROVAL PRIOR TO PLACEMENT OF ORDERS. CONCRETE WALKWAY 5. POLES MUST BE CENTERED ON POLE BASES OR THEY WILL BE REJECTED. OWNER / APPLICANT 6" 6" 6. ANY LIFTING POINTS OR OTHER BASE INDENTATIONS SHALL BE V.S. CONSTRUCTION CORPORATION FILLED WITH CONCRETE AND SMOOTHED TO MATCH BASE. CL 37 CROTON DAM ROAD 4000 PSI CIRCULAR 7. DO NOT ERECT POLES WITHOUT HAVING FIXTURES INSTALLED. 24" LONG ANCHOR BOLTS 24" CONCRETE FOOTING OSSINING, NY 10562 PER MANUFACTURER'S 8. FACTORY SUPPLIED TEMPLATES MUST BE USED WHEN INSTALLATION INSTRUCTIONS SETTING ANCHOR BOLTS. FOUNDATION - SEE DETAIL 5 COMPACTED SUBGRADE 9. SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. CONTRACTOR TO VERIFY THAT QUANTITIES AND TYPES OF PLANNER, CIVIL ENGINEER, LANDSCAPE FIXTURES, POLES AND BASES IN THE SCHEDULE ARE IN CONFORMANCE WITH WHAT IS SHOWN ON PLANS. ARCHITECT POST TOP LIGHT DTSIntelligent PROVIDENT  Land Use 3 SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 GROUND LUG HANDHOLE - FUSED CONNECTION ATTACHED TO POLE AT EVERY POLE BOND ALL CONDUITS TO POLE, POLE BASE AND GROUND LUG ARCHITECT - PARCEL 1 ACORN NUTS, TYP. STEIN TROOST ARCHITECTURE, LLC 6" COVER ONE MORGAN AVENUE 1" X 1" CHAMFER NORWALK, CONNECTICUT 06851 POLE BASE FLANGE ANCHOR BOLT, SIZE SPECIFICATION & LAND USE ATTORNEY 30" FOR AREA DOWNLIGHTS TOP LIGHTS; 6" FOR POST INSTALLATION AS RECOMMENDED BY ZARIN & STEINMETZ 18" MANUFACTURER. 1'-0" MIN. 81 MAIN STREET FINISHED GRADE (TURF OR PAVEMENT) WHITE PLAINS, NY 10601 INSULATED BONDING AND GROUNDING SURVEYOR CAD WELD BUSHING 2" GALVANIZED STEEL CONDUIT 2" PVC CONDUIT DANIEL T. MERRITTS, PLS 5'-0" MIN. BELOW FINISHED GRADE 18" BELOW GRADE, NUMBER OF CONDUITS AS REQUIRED 394 BEDFORD ROAD 8" GRD WIRE IN PLEASANTVILLE, NY 10570 5/8" x 10' LONG SEAL AFTER COPPER CLAD GROUND ROD WIRING NOTES: 1. SUBMIT CUT SHEETS/SHOP DRAWINGS OF WETLAND CONSULTANT FOOTINGS TO PROJECT ENGINEER FOR REVIEW 4000 PSI PRECAST AND APPROVAL PRIOR TO INSTALLATION. TIM MILLER ASSOCIATES, INC. ROUND CONCRETE 2. VERIFY POLE BASE COVER DIMENSIONS AND FOOTING NO. 4 REBAR ANCHORAGE PRIOR TO POLE BASE 10 NORTH STREET LAPPED 24" FABRICATION. COLD SPRING, NY 10516 3. POLES NOT CENTERED ON BASE WILL BE #4 REBAR REJECTED. HOOP 4. SEE LIGHTING SCHEDULE FOR ADDITIONAL 2'-0" MAX POLE AND FIXTURE INFORMATION. 1'-0" O.C. 5. SEE SITE LIGHTING PLAN FOR POLE LOCATIONS. 6. SEE ELECTRICAL PLANS FOR CIRCUITRY 3" INFORMATION. 4" GRAVEL BASE COMPACTED SUBGRADE 24" POST TOP LIGHT FIXTURE (PT) POST TOP LIGHT POLE LIGHT POLE FOUNDATION 1 2 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LIGHT POLES AND FIXTURES SHALL BE AS MANUFACTURED BY GARDCO LIGHTING OR EQUAL AS APPROVED BY PROJECT ENGINEER AND ARE AS NOTED: POLE MODEL: SRA-STB-4-188-12-D1-BK (12' SHAFT, 4" STRAIGHT ROUND ALUMINUM WITH STEEL TENON BASE) POLE COLOR: BLACK FIXTURE: MODEL PUREFORM P15 SMALL SQUARE LED LAMP TYPE: 2700K COLOR, 80 CRI FIXTURE COLOR: BLACK HOUSE SIDE SHIELD ON ALL FIXTURES PER TOWN OF CORTLANDT ZONING CODE SECTION 307-12.3 G. (2): SHOULD ANY OUTDOOR LIGHTING FIXTURE OR THE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. TYPE OF LIGHT SOURCE THEREIN BE CHANGED 1-800-962-7962 OR 811 15' AFTER A LIGHTING PERMIT AND/OR SITE PLAN CENTERLINE POLE APPROVAL HAS BEEN ISSUED, A CHANGE REQUEST MUST BE SUBMITTED TO THE DIRECTOR OF CODE BOLT PATTERN TO MATCH POLE ENFORCEMENT FOR REVISED APPROVAL. ANCHOR BOLT TEMPLATE CL ANCHOR BOLTS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 30" PLANTED AREA FINISHED GRADE FACE OF CURB NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 30" OF PLANTED AREA CL BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT ASPHALT PAVEMENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 4000 PSI CIRCULAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL CONCRETE FOOTING FOUNDATION - SEE DETAIL 5 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS COMPACTED SUBGRADE SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 24" YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. PARKING LOT DOWNLIGHT NOT FOR CONSTRUCTION 10 SCALE: N.T.S. REVISIONS/ISSUANCES NO. DATE ISSUE 1 02/11/25 PARCEL 1 REVISIONS ELECTRICAL SITE LIGHTING NOTES: 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, LAWS AND REGULATIONS. 3 10/23/25 PLANNING BOARD SUBMISSION 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA 4 11/20/25 PLANNING BOARD REVISION REGULATIONS. 5 04/22/26 PLANNING BOARD REVISION 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO OWNER. 6 06/24/26 PLANNING BOARD REVISION ANY CLARIFICATIONS REQUIRED BY THE CONTRACTOR SHALL BE SUBMITTED TO OWNER FOR RESPONSE, PRIOR TO FINALIZATION OF BID SUBMISSIONS. 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE FULL SCOPE OF THE WORK, AND SHALL SUBMIT BIDS THAT REFLECT THE REQUIRED SCOPE OF WORK TO COMPLETE THE WORK. 5. ALL NEW LIGHT POLE BASES SHALL BE PRECAST CONCRETE TYPE, SUITABLE FOR THE PROPOSED LIGHT POLE AND FIXTURE ASSEMBLIES REQUIRED AT EACH LOCATION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED EXCAVATION, PAVEMENT REPAIR, AND REMOVAL OF SOIL SPOILS AS A PART OF THE WORK. DRAWING TITLE: 6. ALL NEW LIGHT POLES AND LIGHT FIXTURES SHALL BE GROUNDED, IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. GROUND CONDUCTORS WILL ALL TIE BACK INTO THE PANELBOARD GROUND BAR WHERE THE CIRCUIT IS PARCEL 1 - DERIVED. SITE LIGHTING DETAILS 7. ALL NEW LIGHT FIXTURES SHALL BE EQUIPPED WITH FUSE CUT OUTS, ACCESSIBLE IN THE HAND HOLE OF EACH LIGHT POLE. FIXTURES SHALL BE INDIVIDUALLY FUSED. CARTRIDGE FUSES SHALL BE PROVIDED FOR EACH INDIVIDUAL FIXTURE, CARTRIDGE FUSES SHALL BE SIZED FOR 125% OF FULL LOAD CURRENT OF EACH FIXTURE. 8. PROVIDE A WARNING TAPE ABOVE ALL SITE LIGHTING CONDUIT PATHWAYS, YELLOW BACKGROUND, BLACK LETTERING, 4" WIDE, STATING: WARNING ELECTRIC BELOW. WARNING TAPE SHALL BE EQUIPPED WITH COPPER TRACING STRIP. INSTALL 12" BELOW FINISHED GRADE. Seal DRAWN BY: CHECKED BY: 9. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND CONDUIT LAYOUT. PROJECT NO. DATE: 812 01/23/25 DRAWING NO. PARKING LOT DOWNLIGHT FIXTURE (DL) SCALE: N.T.S. 7 PARKING LOT DOWNLIGHT FIXTURE SCALE: N.T.S. 8 AREA DOWNLIGHT POLE SCALE: N.T.S. 9 ELECTRICAL SITE LIGHTING NOTES SCALE: N.T.S. 11 SP-5.2 EXPIRES 01/31/27 Page 102 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-5.2 5.3 SITE LIGHTING DETAILS.DWG NOTES: 1. PER TOWN OF CORTLANDT ZONING CODESECTION 307-12.3 G. (2):SHOULD ANY OUTDOOR LIGHTING FIXTURE OR THE TYPE OF LIGHT SOURCE THEREIN BE CHANGED AFTER A LIGHTING PERMIT AND/OR SITE PLAN APPROVAL HAS BEEN ISSUED, A CHANGE REQUEST MUST BE SUBMITTED TO THE DIRECTOR OF CODE ENFORCEMENT FOR REVISED APPROVAL. 2. THE PHOTOMETRIC PLAN AND LIGHTING DETAILS HAVE BEEN EVERGREEN MANOR SUBMITTED TO AND APPROVED BY TOWN OF CORTLANDT. SUBSTITUTIONS SUBMITTED FOR APPROVAL REVIEW BY Town of Cortlandt, New York PROJECT ENGINEER MUST HAVE SAME FIXTURE STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO SUBSTITUTION REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN WITH STATISTICAL SUMMARY TABLE TO VERIFY THAT THE PROPOSED SUBSTITUTION ACHIEVES THE IESNA RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT REQUIRING CHANGES TO THE SITE PLAN, LIGHT LOCATIONS OR ARCHITECTURE, AND OBTAINS OWNER APPROVAL. THIS POINT BY POINT PLAN AND STATISTICAL SUMMARY TABLE SHALL BE INCLUDED WITH THE SUBMITTAL. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE RETURN OF THE SUBMITTAL AS REJECTED. BOLLARD AS MANUFACTURED BY ARCHITECTURAL AREA 3. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN LIGHTING OR EQUAL AS APPROVED BY LANDSCAPE VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES ARCHITECT AND ARE AS NOTED: DO NOT REQUIRE AN AMENDMENT OR REAPPROVAL OF THE OWNER / APPLICANT APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN MODEL: PROB WATTAGE: 43W LED APPROVALS. V.S. CONSTRUCTION CORPORATION LED: 3030K 4. SUBMIT CUT SHEETS/SHOP DRAWINGS OF FOOTINGS, POLES 37 CROTON DAM ROAD DISTRIBUTION: TYPE 4 FINISH COLOR: BLACK MATTE TEXTURED AND FIXTURES TO PROJECT ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACEMENT OF ORDERS. OSSINING, NY 10562 SUBSTITUTIONS SUBMITTED FOR REVIEW AND APPROVAL 5. POLES MUST BE CENTERED ON POLE BASES OR THEY WILL BE MUST HAVE SIMILAR BOLLARD STYLE AND PHOTOMETRIC REJECTED. DISTRIBUTION AS SPECIFIED BOLLARD AND MUST BE APPROVE BY THE OWNER. 6. ANY LIFTING POINTS OR OTHER BASE INDENTATIONS SHALL BE PLANNER, CIVIL ENGINEER, LANDSCAPE FILLED WITH CONCRETE AND SMOOTHED TO MATCH BASE. ARCHITECT DTSIntelligent PROVIDENT 7. FACTORY SUPPLIED TEMPLATES MUST BE USED WHEN SETTING ANCHOR BOLTS.  8. SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. Land Use CONTRACTOR TO VERIFY THAT QUANTITIES AND TYPES OF FIXTURES, POLES AND BASES IN THE SCHEDULE ARE IN DTS Provident Design Engineering, LLP CA #: 0017846 CONFORMANCE WITH WHAT IS SHOWN ON PLANS. One North Broadway White Plains, NY 10601 44" 1" CHAMFER BASE PLATE LAWN (CENTERED ON CONCRETE BASE) FINISHED GRADE OF LAWN AREA ARCHITECT - PARCEL 1 2" STEIN TROOST ARCHITECTURE, LLC ONE MORGAN AVENUE NORWALK, CONNECTICUT 06851 3" CONDUIT MOUNTING FIXING RODS/ 48" ANCHORAGE AS PROVIDED LAND USE ATTORNEY BY MANUFACTURER ZARIN & STEINMETZ 12" DIAMETER, 4000 PSI CLASS A CONCRETE 81 MAIN STREET 6" BEDDING COURSE WHITE PLAINS, NY 10601 12" 6" TYP. SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 FACADE MOUNTED DOOR SECURITY LIGHTS (S) 1 ARCHITECTURAL RECESSED CANOPY MOUNTED LIGHTS (C) 2 BOLLARD LIGHTS (MEMORY COURTYARD ONLY) (B) 3 BOLLARD LIGHTS BASE 4 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. NOT FOR CONSTRUCTION REVISIONS/ISSUANCES NO. DATE ISSUE 1 02/11/25 PARCEL 1 REVISIONS 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 3 10/23/25 PLANNING BOARD SUBMISSION 4 11/20/25 PLANNING BOARD REVISION 5 04/22/26 PLANNING BOARD REVISION 6 06/24/26 PLANNING BOARD REVISION DRAWING TITLE: PARCEL 1 - SITE LIGHTING DETAILS Seal DRAWN BY: CHECKED BY: PROJECT NO. DATE: 812 01/23/25 DRAWING NO. SP-5.3 EXPIRES 01/31/27 Page 103 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP NICHOLAS BLAU 5/22/2025 8:50 AM C:\USERS\NICHOLASBLAU\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-6.2 SITE DETAILS PLT.DWG MIN. COVER TOP OF CASTING LEVEL 12" MIN. DEPTH WITH TOP OF CURB 2'-0" B 2.1 SOIL MATERIALS (SEE SPECIFICATIONS FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) 6" 4'-0" CONC. CURB 4'-0" A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. 12" 24" B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS; FREE OF 2 COURSES MASONRY BRICK ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. FOR LEVELING PURPOSES 3 MIN. C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A COMBINATION OF SEE PLAN THESE GROUPS. A A 1 PLASTIC COATED (2' MIN.) C.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME OF STEEL STEPS EDGE OF PAVEMENT COMPACTION INVERT CONFORMING TO NYSDOT EVERGREEN MANOR D. SUBBASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; SECTION 725-02 ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-12" (37.5-MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. 12" 6" OUTLET PIPE E. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; TURF REINFORCEMENT MAT AS NYSDOT ITEM 304.11. RECYCLED MATERIAL (BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, CEMENT MANUFACTURED BY GEO-SYNTHETICS, INC. INSTALL 2" THICK GRASS SOD CONCRETE, OR OTHER MATERIALS) MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. Town of Cortlandt, New York SUMP OVER SOIL BASE F. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; 18" (LANLOK TRM 435 OR APPROVED EQUAL) B 4" DEEP AMENDED SOIL ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-12" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. EXISTING SUBGRADE G. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; PLAN (SEE NOTE) 12" MIN. COMPACTED ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. UNDISTURBED 6" 3'-0" 6" #4 BARS SATISFACTORY H. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; COARSE-AGGREGATE 8" O.C. FRAME AND GRATE PATTERN NO. 2540 MATERIAL SUBBASE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-12 " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. SUBGRADE BOTHWAYS FOR CATCH BASIN AS MANUFACTURED I. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND; ASTM D 448; MATERIALS BY CAMPBELL FOUNDRY, HARRISON, COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. NEW JERSEY OR APPROVED EQUAL J. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING SIZE 1; WITH 100 PERCENT PASSING A SEE PLAN FOR RIM ELEVATION) 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-12" (37.5-MM) SIEVE. SECTION A-A K. SAND: ASTM C 33; FINE AGGREGATE. 2 COURSES MASONRY BRICK (MAXIMUM SLOPE SHALL NOT EXCEED 5%) SCALE: N.T.S. FOR LEVELING PURPOSES L. IMPERVIOUS FILL: CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. NOTE: M. TOPSOIL: SEE SPECIFICATION. 6" PRECAST AMENDED SOIL COMPOSITION (CLEAN AND WEED SEED FREE): PAVEMENT CONCRETE 50% SAND 20-30% TOPSOIL WITH <5% CLAY CONTENT #4 BARS 20-30% LEAF COMPOST OWNER / APPLICANT 12" O.C. BOTHWAYS V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD VEGETATED SWALE SOIL MATERIAL OSSINING, NY 10562 2 3 OUTLET SCALE: N.T.S. SCALE: N.T.S. PIPE PLANNER, CIVIL ENGINEER, LANDSCAPE 12" BEDDING COURSE ARCHITECT (COMPACTED CRUSHED END SECTION RIPRAP PAD SIZING (TYP) 6" 2'-6" 6" STONE BASE) UNDISTURBED La = LENGTH OF RIP RAP PAD DTSIntelligent PROVIDENT  Land Use NOTE: MATERIALS 1. ALL STRUCTURES TO SUPPORT H20 LOADING d = PIPE DIAMETER 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS w = 3*D + LA DTS Provident Design Engineering, LLP CA #: 0017846 FOR APPROVAL INTENTIONALLY LEFT BLANK One North Broadway SECTION B-B PROPOSED BUILDING WALL, TYP. La = 10' White Plains, NY 10601 OVERFLOW RISER PIPE MAX PONDING d= 1.25' (NYOPLAST DRAIN SYSTEM) DEPTH 6" w= 13.75, BUILD AS 14.00' CATCH BASIN CURB TYPE (CB) TOP OF WALL (T.D.W.) BUILDING ROOF DRAIN TO BE 1 COORDINATED WITH SCALE: N.T.S. ARCHITECT/ MEP ENGINEER ARCHITECT - PARCEL 1 6" STEIN TROOST ARCHITECTURE, LLC 12" DEPTH STONE SPLASH BLOCK (SEE PLANS FOR DIMENSIONS) ONE MORGAN AVENUE BIORETENTION SOIL, 24" TYP. NORWALK, CONNECTICUT 06851 6" (SEE SPECIFICATIONS) PAVEMENT (SEE DETAIL 3/DWG SP-4.1) STORMWATER PLANTER WALL 3" SHREDDED LAND USE ATTORNEY HARDWOOD FLOOR ELEVATION (SEE PLAN) GSE WHITE IMPERVIOUS COMPACTED GRANULAR SUBBASE HDPE LINER MULCH LAYER ZARIN & STEINMETZ (SEE DETAIL 4/DWG. SP-4.1) (54 MIL THICKNESS) DRAINAGE COURSE, 81 MAIN STREET OR APPROVED EQUAL TOPSOIL OR REINFORCED TURF 12" DEPTH (SEE SPECIFICATIONS) WHITE PLAINS, NY 10601 PITCH AS SHOWN ON PLANS (SEE DETAIL 3/DWG /SP-4.1) 6" PVC PERFORATED PIPE (RUN THE LENGTH OF PLANTER) SURVEYOR PITCH AS SHOWN ON PLANS Stormwater Planter, Flow-Thru: WATERPROOF BUILDING DANIEL T. MERRITTS, PLS Af=WQv x (df) / [k x (hf + df)(tf VARIES FOUNDATION WALLS AS NEEDED 394 BEDFORD ROAD (SEE PLAN) WITH GRACE PERMA BARRIER WATERPROOFING SYSTEM PLEASANTVILLE, NY 10570 Egr Soil: k=(ft/d) 1.0 (OR APPROVED EQUAL) GEOTEXTILE FABRIC ENCIRCLING depth 2.0 STONE SURROUND MIRAFI 140 N porosity 0.2 EXTEND 12" DIA. HDPE OVERFLOW PIPE WETLAND CONSULTANT 6" DIAMETER PERFORATED SDR-35 PVC PIPE CENTERED IN 6" OF Gravel: depth 1.00 TO ON SITE DRAINAGE SYSTEM TIM MILLER ASSOCIATES, INC. CRUSHED STONE; SLOPE TO DRAIN porosity 0.4 10 NORTH STREET (AS PER PLAN OR DIRECTED BY PAVEMENT THE TOWN ENGINEER) PAINTED AREA COLD SPRING, NY 10516 12" x 12" - DRAINAGE FILTER MEDIA SHALL BE 60%-75% ASTM C-33 SAND AND MATERIAL 25%-40% TOPSOIL RIPRAP OUTLET PROTECTION/ENERGY DISSIPATOR 7 SCALE: N.T.S. NOTE: TOPSOIL SHALL CONFORM TO NYSDOT STANDARD INSTALL WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE TOWN ENGINEER SPECIFICATION 713-01 FOR ROADSIDE MIX OR SPECIALITY MIX. 3" AGED SHREDDED MULCH ELEV: 386.00 NORMAL PONDING UNDER DRAIN STORMWATER PLANTING BED DEPTH 6" 3 SCALE: N.T.S. 4 6 1 SCALE: N.T.S. FILTER MEDIA SHALL BE 60%-75% 6" ELEV: 382.50 PAVEMENT OR TOPSOIL, SEE PLANS ELEV: 382.25 ASTM C-33 SAND AND 25%-40% TOPSOIL 3'-8" YD CASTING AND COVER SHALL BE EQUAL TO PATTERN 4'-2" DI TOPSOIL SHALL CONFORM TO NYSDOT NO. 1204 AS MANUFACTURED BY CAMPBELL STANDARD SPECIFICATION 713-01 FOR 3'-0" YD FOUNDRY CO. HARRISON, N.J. ROADSIDE MIX OR SPECIALITY MIX. 4" 3'-6" DI 30" TOP OF CASTING = FINISH GRADE 4'-0" MIN., SANITARY SEWER FILTER FABRIC 2'-0" MIN., STORM DRAIN MIRAFI 160N (OR EQUAL) 4'-6" MIN., WATER MAIN 2 COURSES OF BRICK 6" 2' - 11" ELEV: 380.75 DRAINAGE COURSE 8" 8" 2'-0" YD 3'-0" YD 2'-6" DI 3'-6" DI VARIES AREA OF CIRCUMFERENTIAL 3'-0" DIA. 12" STEEL 12" SQ. IN / LIN. FT. S.W.D. 6" ELEV: 379.75 BIORETENTION FILTER TO BE PLANTED WITH PLASTIC COATED STEEL PIPE COVER 6" 6" MINIMUM 6" STEPS CONFORMING TO HERBACEOUS PLANTS. SEE SITE LANDSCAPE PLAN, 6" NYSDOT SECTION 725-02 EXISTING FOR PLANT LIST SUBGRADE TO BE 24" MIN. TO 12" PRECAST CONCRETE RISER PIPE O.D. PIPE PIPE O.D. GROUNDWATER OR BIORETENTION AREA TO BE SURROUNDED WITH A SILT SCARIFIED THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY SECTION AS NEEDED (12" MIN.) 0.D. (12" MIN.) BEDROCK FENCE DURING CONSTRUCTION. ONCE UPSTREAM PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 4" HEAVY DUTY AREA IS STABILIZED, SILT FENCE TO BE REMOVED AS SUMP WITH GRAVEL PLAN FRAME AND GRATE AS APPROVED BY DOTS. POCKET MANUFACTURED BY OUTLET PIPE SEE DTL. "A" CAMPBELL FOUNDRY CAT. NO. 2129B YD / 2816 DI SELF SEALING STORMWATER BIORETENTION FILTER 11 4 21" DI 4" YD (H-20 LOADING) RUBBER GASKET 4'-0" DIA. MIN. 5" SCALE: N.T.S. (TWO PROJECTIONS) DETAIL "A" ASTM C44360T 18" MIN. PIPE BEDDING SUMP IMPORTED BEDDING 6" MINIMUM UNDISTURBED GROUND / 18" TO 48" PIPE VIRGIN SOIL COURSE MATERIAL VARIES STORM / SEWER / WATER PIPES NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 2 COURSES OF BRICK FOR 8" 7" BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT FINAL ADJUSTMENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PRECAST CONCRETE NOTES: ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 6" PRECAST CONCRETE BASE RISER SECTION 12" CRUSHED STONE 1. WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 6" YD 18"DI MIN. (TYP.) BEDDING COURSE WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 12" COMPACTED CRUSHED " STL. REINF. RODS AT 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER LANDSCAPED 4" 4" UNDISTURBED SUBGRADE AREAS (TYP.) WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED STONE (BEDDING COURSE) 8" O.C. BOTH WAYS MATERIAL 3. BACKFILL WITH 90PSI FLOWABLE CONCRETE IN TOWN R.O.W. (K-CRETE) INFLOW OUTFLOW MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 6' DIA. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF UNDISTURBED SUBGRADE 4. K-CRETE BACKFILL SHALL BE USED IN ALL TRENCHING (SANITARY SEWER AND WATER MAIN) LOCATED WITHIN THE EXISTING PAVEMENT. PRIOR ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS MATERIALS TO THE PLACEMENT OF THE K-CRETE BACKFILL, THE PIPE SHALL BE SURROUNDED WITH A MINIMUM OF 12-INCHES OF NYSDOT ITEM 304.05 OR 4" PIPE 4" PIPE 8" SHOWN BY THESE DRAWINGS. NOTE: NOTE: CLEAN SAND AS DIRECTED BY THE UTILITY OWNER. THE REMAINDER OF THE TRENCH (UP TO THE BOTTOM OF PAVEMENT SECTION) SHALL THEN 1. ALL STRUCTURES TO SUPPORT H20 LOADING LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 1. ALL STRUCTURES TO SUPPORT H20 LOADING 6" SQ. SECTION CONSIST OF K-CRETE. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 2. CONTRACTOR TO SUBMIT FABRICATION SHOP 2. CONCRETE SHALL BE A MINIMUM 4,500 PSI 5. REFER ALSO TO DETAIL 5, DWG. SP-4.1 (SAW-CUT PAVEMENT KEY-IN) FOR TRENCHING WITHIN EXISTING PAVEMENT. DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION DRAWINGS FOR APPROVAL 3. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS 6. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. FOR APPROVAL 7. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾" WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6- INCH LIFTS. 8. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, Copyright DTS Provident Design Engineering, LLP 2026 AND PIPE SHALL BE IN CENTER OF THE TRENCH. All rights reserved. DRAIN INLET (DI) / YARD DRAIN (YD) STORMWATER PRECAST MANHOLE 9. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. NOT FOR CONSTRUCTION 8 9 10. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING SCALE: N.T.S. SCALE: N.T.S. OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT TO FRAME & COVER: CAMPBELL REVISIONS/ISSUANCES DOTS FOR REVIEW A TRENCHING PLAN. BRICK & MORTAR 11. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. NO. 1007D OR APPROVED NO. DATE ISSUE ADJUSTMENT (2" EQUAL 12. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. MIN.-6" MAX.) 13. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾” MARKED "SEWER" 1 PARCEL 1 REVISIONS FINISHED GRADE 02/11/25 NOTES: WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6-INCHLIFTS. PROVIDE FENCE AND GATE SHOP 14. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, CEMENT MORTAR 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 DRAWINGS TO ENGINEER FOR TOWN AND PIPE SHALL BE IN CENTER OF THE TRENCH. CAP 15. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART APPROVAL PRIOR TO FABRICATION. 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO 3 10/23/25 PLANNING BOARD SUBMISSION ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. INSTALL PER MANUFACTURER 16. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. INFLOW 4 11/20/25 PLANNING BOARD REVISION SPECIFICATIONS OUTFLOW 4" PIPE 5 04/22/26 PLANNING BOARD REVISION A. ULTRA ECLIPSE ALUMINUM PRIVACY LIQUID LEVEL LIQUID LEVEL 4" PIPE TRASH ENCLOSURE BY ULTRA 6 06/24/26 PLANNING BOARD REVISION ALUMINUM MANUFACTURING INC. TRENCH DETAIL (STORM / SEWER / WATER) 10 800-656-4420 (OR APPROVED EQUAL) SCALE: N.T.S. SELECT BACKFILL (TYP.) B. FENCE: 6' HIGH ULTRA ALUMINUM INLET COMPARTMENT ECLIPSE PRIVACY FENCING WITH ASPHALT (TYP.) (TYP.) 65% TO 75% OF TOTAL TEXTURED FINISH (OR APPROVED PAVEMENT CAPACITY EQUAL) TO REMAIN BERM ELEV: 386.00 NOTE: C. COLOR: TEXTURED KHAKI (COLOR ALL FINAL DIMENSIONS TO SAMPLES TO BE PROVIDED TO ENGINEER BE CONFIRMED BY 12" x 12" DRAWING TITLE: FOR REVIEW AND APPROVAL BY OWNER CARTING CO. GRATE ELEV: 383.50 AND TOWN ENGINEER PRIOR TO EMERGENCY SPILLWAY ORDERING) ELEV: 360.50 Ø15" CULVERT BASIN FLOOR ELEV: 382.50 PRECAST REINFORCED STRUCTURE INV. ELEV: 379.25 STEPS @ 12" O.C. GRAVEL BEDDING SITE DETAILS (TYP.) (TYP.) CONTAINING 4,500 PSI CONCRETE 6" WALL APPROVED COMPACTED SUBGRADE THICKNESS NOTES: 12" BEDDING COURSE 3' X 3' 1. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR THE ENGINEERS APPROVAL PRIOR TO EXIST. CURB PLAN (N.T.S) (COMPACTED CRUSHED STONE BASE) 2. FABRICATION. Seal DRAWN BY: CHECKED BY: 3. PRECAST STRUCTURES SHALL BE CERTIFIED AS CONFORMING TO ASTM C913, LATEST REVISION. DIAM. 4. PRECAST STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING. BZ/RC/TK GMS/MG UNDISTURBED SUBGRADE MATERIALS TYPICAL SIDE ELEVATION (N.T.S) 5. THE ENTIRE EXTERIOR SURFACE OF ALL SHALL BE COATED WITH TWO (2) COATS OF AN APPROVED BITUMASTIC PROJECT NO. DATE: 6' MATERIAL TO PRODUCE A DRY FILM THICKNESS OF 0.07 INCHES (70 MILS) PER COAT. 812 01/23/25 6. REFER TO DRAWINGS OR SPECIFICATIONS FOR SIZING. DRAWING NO. REFUSE AREA FENCE SCALE: N.T.S. 12 INFILTRATION BIORETENTION OUTLET CONTROL STRUCTURES SCALE: N.T.S. 13 1500 GREASE TRAP INSTALLATION 14 SP-6.2 EXPIRES 01/31/27 Page 104 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP NICHOLAS BLAU 5/22/2025 8:50 AM C:\USERS\NICHOLASBLAU\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-6.2 SITE DETAILS PLT.DWG JELLYFISH TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE LENGTH AND THE NUMBER OF CARTRIDGES. THE STANDARD PEAK DIVERSION STYLE WITH EVERGREEN MANOR INLET PRECAST TOP SLAB IS SHOWN. ALTERNATE OFFLINE VAULT AND/OR SHALLOW ORIENTATIONS ARE AVAILABLE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED INLET TRANSFER BY ENGINEER OF RECORD BAY HI FLO OPENING CARTRIDGE CARTRIDGE SELECTION CARTRIDGE LENGTH OUTLET INVERT TO STRUCTURE INVERT (A) 54" 6'-6" 40" 5'-4" 27" 4'-3" 15" 3'-3" Town of Cortlandt, New York FLOW RATE HI-FLO / DRAINDOWN (CFS) (PER CART) 0.178 / 0.089 0.133 / 0.067 0.089 / 0.045 0.049 / 0.025 MAX. TREATMENT (CFS) 1.96 1.47 0.98 0.54 FLOATABLES DECK TO INSIDE TOP (MIN) (B) 5.00 4.00 4.00 4.00 BAFFLE BYPASS 8'-0" WEIR STEPS (LOCATION MAY VARY) SITE SPECIFIC DATA REQUIREMENTS EJIW STRUCTURE ID ID DECK WATER QUALITY FLOW RATE (cfs) WQFLOW C:\USERS\NICHOLASBLAU\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-6.2 SITE DETAILS PLT.DWG 6/24/2026 5:24 PM WEIR PEAK FLOW RATE (cfs) PEAK OUTLET OUTLET TRANSFER DRAINDOWN RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED (HF / DD) RETURN CART OWNER / APPLICANT BAY CARTRIDGE OPENING CARTRIDGE LENGTH SIZE V.S. CONSTRUCTION CORPORATION ® www.ContechES.com PLAN VIEW PIPE DATA: INLET #1 I.E. ELEV MAT'L MAT'L DIA DIA SLOPE % SLOPE HGL 37 CROTON DAM ROAD HGL (TOP SLAB NOT SHOWN FOR CLARITY) INLET #2 ELEV MAT'L DIA SLOPE HGL BLANK BLANK OSSINING, NY 10562 2 3 OUTLET ELEV MAT'L DIA SLOPE HGL SCALE: N.T.S. SCALE: N.T.S. SEE GENERAL NOTES 6-7 FOR INLET AND OUTLET USA HYDRAULIC AND SIZING REQUIREMENTS. PLANNER, CIVIL ENGINEER, LANDSCAPE RIM ELEVATION RIMELEV CONTRACTOR TO GROUT FRAME AND COVER SHOWN 24" ANTI-FLOTATION BALLAST WIDTH HEIGHT ARCHITECT TO FINISHED GRADE DTSIntelligent PROVIDENT (TRENCH COVER OPTION IS FLUSH CONTECH TO PROVIDE WITH TOP OF STRUCTURE) FRAME AND COVER TRENCH COVER NOTES/SPECIAL REQUIREMENTS: WIDTH HEIGHT  GRADE RING/RISER (DIAMETER VARIES) (LENGTH VARIES) Land Use N.T.S. N.T.S. * PER ENGINEER OF RECORD DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 INLET PIPE TRANSFER GENERAL NOTES: TOP OF BYPASS 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. OPENING WEIR 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS B Ø##" CARTRIDGE DECK REPRESENTATIVE. www.ContechES.com ARCHITECT - PARCEL 1 3. JELLYFISH WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR Ø##" TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. STEIN TROOST ARCHITECTURE, LLC 4. STRUCTURE SHALL MEET AASHTO HS-20 OR PER APPROVING JURISDICTION REQUIREMENTS, WHICHEVER IS MORE STRINGENT, ASSUMING EARTH COVER OF 0' - 10', AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ONE MORGAN AVENUE ELEVATION. CASTINGS SHALL MEET AASHTO M306 LOAD RATING AND BE CAST WITH THE CONTECH LOGO. 5. STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-857, ASTM C-918, AND AASHTO LOAD FACTOR DESIGN METHOD. NORWALK, CONNECTICUT 06851 OUTLET PIPE 6. OUTLET PIPE INVERT IS EQUAL TO THE CARTRIDGE DECK ELEVATION. CARTRIDGE 7. THE OUTLET PIPE DIAMETER FOR NEW INSTALLATIONS IS RECOMMENDED TO BE ONE PIPE SIZE LARGER THAN THE INLET PIPE AT EQUAL OR GREATER SLOPE. BOTTOM OF 8. NO PRODUCT SUBSTITUTIONS SHALL BE ACCEPTED UNLESS SUBMITTED 10 DAYS PRIOR TO PROJECT BID DATE, OR AS DIRECTED BY THE ENGINEER OF RECORD. LAND USE ATTORNEY FLOATABLES BAFFLE INSTALLATION NOTES ZARIN & STEINMETZ A A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 81 MAIN STREET B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STRUCTURE. WHITE PLAINS, NY 10601 SUMP 2'-0" TYP C. CONTRACTOR WILL INSTALL AND LEVEL THE STRUCTURE, SEALING THE JOINTS, LINE ENTRY AND EXIT POINTS (NON-SHRINK GROUT WITH APPROVED WATERSTOP OR FLEXIBLE BOOT). D. CARTRIDGE INSTALLATION, BY CONTECH, SHALL OCCUR ONLY AFTER SITE HAS BEEN STABILIZED AND THE JELLYFISH UNIT IS CLEAN AND FREE OF DEBRIS. CONTACT CONTECH TO COORDINATE CARTRIDGE INSTALLATION WITH SITE STABILIZATION. SURVEYOR TRANSFER OPENING DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 ELEVATION VIEW JELLYFISH JFPD0806 STANDARD DETAIL www.ContechES.com WETLAND CONSULTANT THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING: U.S. PATENT NO. 8,287,726; 8,221,618; US 8,123,935; 9025 Centre Pointe Dr., Suite 400, West Chester, OH 4 5 0 6 9 PEAK DIVERSION CONFIGURATION OTHER INTERNATIONAL PATENTS PENDING 800-338-1122 513-645-7000 513-645-7993 FAX TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 BLANK 7 SCALE: N.T.S. CONTECH JELLYFISH FILTER BLANK SCALE: N.T.S. 1 6 SCALE: N.T.S. THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 BLANK 11 SCALE: N.T.S. NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. BLANK BLANK NOT FOR CONSTRUCTION 8 9 SCALE: N.T.S. SCALE: N.T.S. REVISIONS/ISSUANCES NO. DATE ISSUE 1 02/11/25 PARCEL 1 REVISIONS 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 3 10/23/25 PLANNING BOARD SUBMISSION 4 11/20/25 PLANNING BOARD REVISION 5 04/22/26 PLANNING BOARD REVISION BLANK 6 06/24/26 PLANNING BOARD REVISION 10 SCALE: N.T.S. DRAWING TITLE: SITE DETAILS Seal DRAWN BY: CHECKED BY: BZ/RC/TK GMS/MG PROJECT NO. DATE: 812 01/23/25 DRAWING NO. BLANK SCALE: N.T.S. 12 BLANK SCALE: N.T.S. 13 BLANK 14 SP-6.12 EXPIRES 01/31/27 Page 105 June 24, 2026 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: VS Construction Corp. – Evergreen Manor Parcel 3 – Pharmacy & Medical Office 2003 Crompond Road Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp, owner of the above-referenced Property, we hereby submit the following enclosed materials in support of the above captioned application based on discussion with the Planning Board at its June meeting: • Tree inventory – The Town’s consulting arborist SavATree conducted a tree inventory during the spring of 2026. Enclosed is a summary narrative, Parcel 3 Tree Inventory based on the 2026 SavATree assessment, and a Parcel 3 Tree Removals Plan (SP-11.0). • Updated site cross sections – The cross sections (see enclosed SK-1 and SK-2) for the single- story commercial building have been updated to show approximate sight lines from the adjacent residential property from ground-level and second-level vantage points toward the project site. As shown on the sections, portions of the building and parking areas may be partially visible, but proposed fencing and parapet walls can provide screening of the rooftop area. • Emergency Access Driveway – As requested by the Fire Advisory Board, the grading along the emergency access driveway to Lafayette Avenue has been adjusted so that the maximum grade does not exceed 10% (see enclosed SP-2.0, Site Grading and Drainage Plan). The grading within the balance of the site did not change. Additionally, the emergency access has been updated to asphalt for the full 20-foot width. We look forward to continuing the review of this application with the Planning Board. Page 106 Chairman Kessler and Members of the Planning Board June 24, 2026 Re: Evergreen Manor Parcel 3 Page 2 Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: VS Construction, Zarin & Steinmetz Page 107 June 24, 2026 TREE PROTECTION AND REMOVAL EVERGREEN MANOR – PARCEL 3 2003 CROMPOND ROAD Section 283-3C(3)(d) of the Tree Ordinance requires that for every 1,000 square feet of lot area disturbed, 1 tree of a minimum 3-inch caliper shall be planted. For the proposed 65,000 square feet (1.5 acres) of disturbance 65 trees would be required to be planted. Additionally, trees removed on slopes of 25% or greater require a replacement of two trees for each tree which is to be removed. There are 13 trees proposed to be removed located on slopes of 25% or greater, which would require the planting of 26 trees. In total, 91 new trees would be required. No trees from Appendix A, List of Protected Trees (§281 Attachment 1) were identified on the Project Site. In accordance with Chapter 283, Trees, of the Town of Cortlandt Code an inventory of existing trees "having a diameter of greater than four inches measured 4 1/2 feet above ground level" was conducted by SavATree. There are 183 trees within the Evergreen Manor Parcel 3 site.1 Within Parcel 3, including the non-disturbance area, there are a total of 4 dead trees and 22 in poor condition. Excluding dead/poor condition trees, there are 77 trees that are invasive species. Within the non- disturbance area only, there is 1 dead tree and 1 tree in poor condition. Excluding dead/poor condition trees, there are 13 trees that are invasive species. Within the proposed limit of disturbance, 173 trees would be removed, including 25 dead or poor condition trees. Additionally, excluding dead/poor trees, 76 invasive trees would be removed. Of the total number of trees to be removed, SavATree recommended removing 22 of them. The Applicant proposes to plant 68 trees throughout the Site as part of the mitigation to meet the requirements described above. Per §283-7.A(7) of the Tree Ordinance in its review of the removal of a regulated tree the approving authority may consider, “if the property owner will replant replacement trees of a similar species or add other vegetation to offset the negative effects of the tree removal to the satisfaction of the approving authority.” 1 Based on an assessment of trees was conducted by SavATree in Spring 2026. Parcel 3 trees excludes the area proposed to be dedicated to the Town for the new right turn lane from Lafayette Avenue to Crompond Road. 202. Page 1 Page 108 Parcel 3 Tree Inventory 2003 Crompond Road 2026 Tree Inventory Data 1 of 5 Based on SavATree Assessment Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Removal Reason for Removal Protected Steep Slope on Condition? 4319 American elm Ulmus americana 8 Fair None No No  Access Drive  4320 Red maple Acer rubrum 9 Fair None No No  Access Drive  4321 American elm Ulmus americana 6 Good None No No  Grading  4322 American elm Ulmus americana 12 Good None No No  Grading  4327 Crabapple Malus spp. 8 Good None No No  Access Drive  4328 Sugar maple Acer saccharum 18 Fair Deadwood No No  Access Drive  4329 Sugar maple Acer saccharum 6 Fair Overtopped No No  Access Drive  4330 Sugar maple Acer saccharum 8 Fair Overtopped No No  Access Drive  4331 Sugar maple Acer saccharum 17 Fair Decay No No  Access Drive  4332 Sugar maple Acer saccharum 12 Fair Overtopped No No  Access Drive  4377 Norway maple Acer platanoides 7 Fair Overtopped Yes No  --  4378 Black walnut Juglans nigra 19 Fair Deadwood No No  --  4379 Sycamore maple Acer pseudoplatanus 21 Poor Leans. Vines. Deadwood Yes No  Parking Lot  4380 Sugar maple Acer saccharum 10 Fair Small deadwood No No  Parking Lot  4381 Sycamore maple Acer pseudoplatanus 11 Fair Overtopped Yes No  Parking Lot  4383 Norway maple Acer platanoides 5 Fair Overtopped Yes No  --  4384 Norway maple Acer platanoides 14 Good Small deadwood Yes No  --  4385 Sugar maple Acer saccharum 4 Fair Overtopped No No  Parking Lot  4386 Sycamore maple Acer pseudoplatanus 10 Fair Overtopped Yes No  Parking Lot  4387 Sugar maple Acer saccharum 9 Poor Covered in vines No Yes  Parking Lot  4388 Sugar maple Acer saccharum 20 Fair Deadwood No No  Parking Lot  4389 Black cherry Prunus serotina 33 Dead Standing dead tree No Yes  Parking Lot  4390 Sugar maple Acer saccharum 40 Fair Vines. Large deadwood No No  Parking Lot  4391 Sugar maple Acer saccharum 4 Fair Overtopped No No  Building  4392 Sugar maple Acer saccharum 10 Fair Overtopped No No  Building  4393 Tulip poplar Liriodendron tulipifera 34 Fair Large deadwood No No  Building  4394 Norway maple Acer platanoides 9 Fair Overtopped Yes No  Building  4395 Sycamore maple Acer pseudoplatanus 7 Fair Overtopped Yes No  Building  4396 Norway maple Acer platanoides 7 Fair Overtopped Yes No  Parking Lot  4397 Norway maple Acer platanoides 21 Fair Deadwood Yes No  Parking Lot  4398 Norway maple Acer platanoides 11 Fair Overtopped Yes No  Parking Lot  4399 Norway maple Acer platanoides 8 Fair Overtopped Yes No  Parking Lot  4400 Sugar maple Acer saccharum 37 Poor Basal decay. Deadwood No Yes  Building  4401 Norway maple Acer platanoides 37 Fair Deadwood Yes No  --  4402 Red maple Acer rubrum 48 Dead Standing dead tree with decay No Yes  -- 4403 Norway spruce Picea abies 16 Fair Deadwood No No  --  4404 Norway maple Acer platanoides 17 Good Small deadwood Yes No  --  4405 Sycamore maple Acer pseudoplatanus 6 Fair Overtopped Yes No  --  4406 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Building  4407 Sugar maple Acer saccharum 9 Good Small deadwood No No  Building  4408 Black cherry Prunus serotina 16 Fair Deadwood No No  Building  4409 Sugar maple Acer saccharum 6 Fair Overtopped No No  Building  4410 Norway maple Acer platanoides 11 Good Small deadwood Yes No  Building  4411 Sugar maple Acer saccharum 24 Fair Large deadwood No No  Building  4412 Norway maple Acer platanoides 6 Fair Overtopped Yes No  Building  Page 109 Parcel 3 Tree Inventory 2003 Crompond Road 2026 Tree Inventory Data 2 of 5 Based on SavATree Assessment Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Removal Reason for Removal Protected Steep Slope on Condition? 4413 Sugar maple Acer saccharum 26 Poor Central lead is dead No Yes  Building  4414 Norway maple Acer platanoides 25 Fair Deadwood Yes No  Building  4415 Black locust Robinia pseudoacacia 31 Poor Codominant lead failed from base. Yes Yes  Building  4416 Norway maple Acer platanoides 10 Good None Yes No  Building  4417 Sugar maple Acer saccharum 15 Fair Deadwood No No  Parking Lot  4418 Sycamore maple Acer pseudoplatanus 29 Poor Broken top. Two cavities with significant decay Yes Yes  Grading  4419 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Grading  4420 Sugar maple Acer saccharum 12 Good Small deadwood No No  Parking Lot  4421 Sugar maple Acer saccharum 5 Fair Overtopped No No  Parking Lot  4422 Sugar maple Acer saccharum 4 Fair Overtopped No No  Parking Lot  4423 Norway maple Acer platanoides 11 Good Small deadwood Yes No  Grading  4424 Norway maple Acer platanoides 9 Good None Yes No  --  4425 American elm Ulmus americana 17 Fair Calloused wound along trunk No No  Grading  4426 Norway maple Acer platanoides 15 Fair Calloused wound along lower trunk Yes No  Grading  4427 Sugar maple Acer saccharum 9 Poor Broken top. Little foliage remains No Yes  -- 4428 Sugar maple Acer saccharum 6 Fair Overtopped No No  --  4429 Sugar maple Acer saccharum 21 Good Deadwood No No  --  4430 Norway maple Acer platanoides 8 Fair Deadwood Yes No  --  4431 Norway maple Acer platanoides 9 Fair Deadwood Yes No  --  4432 Norway maple Acer platanoides 5 Fair Deadwood Yes No  --  4433 Norway maple Acer platanoides 8 Fair Deadwood Yes No  --  4434 Norway maple Acer platanoides 4 Fair Overtopped Yes No  --  4435 Norway maple Acer platanoides 8 Fair Overtopped Yes No  --  4436 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Grading  4437 Black cherry Prunus serotina 25 Poor Large deadwood. Decay No Yes  Grading  4441 Norway maple Acer platanoides 14 Good None Yes No  Grading  4442 Norway maple Acer platanoides 7 Fair Overtopped Yes No  Grading  4443 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Grading  4444 Red maple Acer rubrum 13 Fair Deadwood No No  Grading  4445 Black locust Robinia pseudoacacia 13 Fair Deadwood Yes No  Grading  4446 Black locust Robinia pseudoacacia 22 Fair Deadwood Yes No  Grading  4447 Sugar maple Acer saccharum 11 Fair Small deadwood No No  Grading  4448 Black locust Robinia pseudoacacia 19 Fair Deadwood Yes No  Grading  4449 American elm Ulmus americana 18 Fair Deadwood No No  Grading  4450 Sugar maple Acer saccharum 8 Good Small deadwood No No  Grading  4451 Norway maple Acer platanoides 6 Fair Overtopped Yes No  Parking Lot  4452 Norway maple Acer platanoides 22 Fair Codominant at 5 feet Yes No  Parking Lot  4453 Sugar maple Acer saccharum 5 Fair Overtopped No No  Parking Lot  4454 Sugar maple Acer saccharum 12 Fair Deadwood No No  Parking Lot  4455 Black cherry Prunus serotina 16 Fair Leans. Deadwood No No  Parking Lot  4456 Sugar maple Acer saccharum 14 Fair Deadwood No No  Parking Lot  4457 Norway maple Acer platanoides 10 Good None Yes No  Parking Lot  4458 Norway maple Acer platanoides 8 Good None Yes No  Building  4459 Norway maple Acer platanoides 7 Fair None Yes No  Parking Lot  4460 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No  Parking Lot  Page 110 Parcel 3 Tree Inventory 2003 Crompond Road 2026 Tree Inventory Data 3 of 5 Based on SavATree Assessment Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Removal Reason for Removal Protected Steep Slope on Condition? 4461 Norway maple Acer platanoides 11 Good None Yes No  Parking Lot  4462 Red maple Acer rubrum 18 Fair Self correcting lean No No  Grading  4463 Sycamore maple Acer pseudoplatanus 17 Fair Deadwood Yes No  Grading  4464 Black locust Robinia pseudoacacia 13 Fair Leans Yes No  Grading  4465 Norway maple Acer platanoides 5 Fair Overtopped. Yes No  Grading  4467 Norway maple Acer platanoides 5 Fair Overtopped. Yes No  Grading  4470 Norway maple Acer platanoides 5 Fair Overtopped. Yes No  Grading  4471 Black cherry Prunus serotina 12 Fair Deadwood. Leans No No  Grading  4472 Norway maple Acer platanoides 5 Fair Overtopped. Yes No  Grading  4473 Norway maple Acer platanoides 7 Fair Overtopped. Yes No  Grading  4474 Black cherry Prunus serotina 10 Poor Significant dieback No Yes  Grading  4475 Norway maple Acer platanoides 6 Fair Overtopped. Yes No  Grading  4483 Black locust Robinia pseudoacacia 24 Fair Large deadwood Yes No  --  4484 Norway maple Acer platanoides 4 Poor Overtopped. Dieback Yes No  Grading  4485 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No  Grading  4486 Norway maple Acer platanoides 8 Fair Overtopped Yes No  Grading  4487 Norway maple Acer platanoides 7 Fair Overtopped Yes No  Grading  4488 Norway maple Acer platanoides 14 Good Small deadwood Yes No  Grading  4489 Red maple Acer rubrum 17 Fair Deadwood No No  Grading  4490 Black locust Robinia pseudoacacia 19 Poor Decay. Large deadwood Yes Yes  Grading  4491 Norway maple Acer platanoides 8 Fair Overtopped Yes No  Parking Lot  4492 Norway maple Acer platanoides 11 Good Small deadwood Yes No  Parking Lot  4493 Black locust Robinia pseudoacacia 14 Poor Decay. Large deadwood Yes Yes  Parking Lot  4494 Sugar maple Acer saccharum 10 Fair Deadwood No No  Parking Lot  4495 Sugar maple Acer saccharum 9 Fair Overtopped No No  Parking Lot  4496 Black locust Robinia pseudoacacia 18 Poor Large deadwood. Dieback Yes No  Parking Lot  4497 Sugar maple Acer saccharum 9 Fair Overtopped No No  Parking Lot  4498 Black cherry Prunus serotina 11 Fair Deadwood No No  Parking Lot  4499 Sugar maple Acer saccharum 8 Fair Overtopped No No  Parking Lot  4500 Sugar maple Acer saccharum 6 Fair Overtopped No No  Parking Lot  4501 Norway maple Acer platanoides 18 Fair Deadwood Yes No  Parking Lot  4502 Red maple Acer rubrum 16 Fair Deadwood No No  Parking Lot  4503 Black locust Robinia pseudoacacia 17 Poor Decay. Dieback Yes Yes  Grading  4504 Sugar maple Acer saccharum 18 Fair Deadwood No No  Grading  4505 Norway maple Acer platanoides 7 Fair Overtopped Yes No  Grading  4506 Black locust Robinia pseudoacacia 14 Poor Decay. Dieback Yes Yes  Grading  4507 Sugar maple Acer saccharum 18 Good Small deadwood No No  Grading  4508 Sugar maple Acer saccharum 5 Fair Overtopped No No  Grading  4509 Red maple Acer rubrum 18 Dead Standing dead tree No Yes  Parking Lot  4510 Red maple Acer rubrum 23 Poor Broken limbs. Basal decay No Yes  Parking Lot  4511 Norway maple Acer platanoides 6 Fair None Yes No  Parking Lot  4512 Norway maple Acer platanoides 6 Fair None Yes No  Parking Lot  4513 Sugar maple Acer saccharum 4 Fair Overtopped No No  Parking Lot  4514 Sugar maple Acer saccharum 19 Poor Column of decay along trunk No Yes  Parking Lot  4515 Norway maple Acer platanoides 7 Good None Yes No  Parking Lot  Page 111 Parcel 3 Tree Inventory 2003 Crompond Road 2026 Tree Inventory Data 4 of 5 Based on SavATree Assessment Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Removal Reason for Removal Protected Steep Slope on Condition? 4516 Norway maple Acer platanoides 9 Good None Yes No  Grading  4517 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Grading  4518 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Grading  4519 Sugar maple Acer saccharum 5 Fair Overtopped No No  Grading  4520 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Grading  4521 Red maple Acer rubrum 16 Fair Deadwood No No  Grading  4522 Red maple Acer rubrum 11 Fair Deadwood No No  Grading  4523 Norway maple Acer platanoides 9 Good None Yes No  Grading  4524 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Parking Lot  4525 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No  Parking Lot  4526 Norway maple Acer platanoides 8 Fair Overtopped Yes No  Parking Lot  4527 Red maple Acer rubrum 19 Poor Significant basal decay No Yes  Parking Lot  4528 Norway maple Acer platanoides 8 Fair Overtopped Yes No  Parking Lot  4529 Sugar maple Acer saccharum 17 Dead Standing dead tree No Yes  Building  4530 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Building  4531 Norway maple Acer platanoides 13 Good Small deadwood Yes No  Building  4532 Sugar maple Acer saccharum 5 Fair None No No  Building  4533 Norway maple Acer platanoides 8 Fair Overtopped. Yes No  Parking Lot  4534 Sycamore maple Acer pseudoplatanus 4 Fair Overtopped. Yes No  Parking Lot  4535 Black locust Robinia pseudoacacia 24 Poor Decay. Large deadwood Yes Yes  Parking Lot  4536 Black locust Robinia pseudoacacia 27 Poor Decay. Large deadwood Yes Yes  Parking Lot  4537 Norway maple Acer platanoides 6 Fair Overtopped. Yes No  Parking Lot  4538 Red maple Acer rubrum 27 Fair Deadwood No No  Building  4539 Sycamore maple Acer pseudoplatanus 4 Poor Overtopped. Dead top Yes Yes  Building  4540 Sugar maple Acer saccharum 5 Fair None No No  Building  4541 Sugar maple Acer saccharum 5 Fair None No No  Building  4542 Sugar maple Acer saccharum 11 Fair None No No  Building  4543 Sugar maple Acer saccharum 7 Good None No No  Building  4544 Sugar maple Acer saccharum 8 Fair Overtopped No No  Building  4545 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Parking Lot  4546 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Parking Lot  4547 Sugar maple Acer saccharum 24 Fair Deadwood No No  Parking Lot  4548 Sugar maple Acer saccharum 39 Fair Deadwood No No  Parking Lot  4549 Sugar maple Acer saccharum 10 Fair Overtopped No No  Parking Lot  4550 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Parking Lot  4551 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Parking Lot  4552 Norway maple Acer platanoides 9 Fair Overtopped Yes No  Parking Lot  4553 Sugar maple Acer saccharum 4 Fair Overtopped No No  Parking Lot  4554 Sugar maple Acer saccharum 10 Fair Small deadwood No No  Parking Lot  4555 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Parking Lot  4556 Sugar maple Acer saccharum 10 Fair Overtopped No No  Parking Lot  4557 Sugar maple Acer saccharum 19 Fair Deadwood No No  Grading  4558 Sugar maple Acer saccharum 11 Fair Overtopped No No  Parking Lot  4559 Norway maple Acer platanoides 6 Fair Overtopped Yes No  Grading  4560 Norway maple Acer platanoides 5 Fair Overtopped Yes No  Grading  Page 112 Parcel 3 Tree Inventory 2003 Crompond Road 2026 Tree Inventory Data 5 of 5 Based on SavATree Assessment Remove Based Tag Common Name Latin Name DBH Cond. Observations Invasive? Removal Reason for Removal Protected Steep Slope on Condition? 4561 Norway maple Acer platanoides 4 Fair Overtopped Yes No  Grading  4562 Sugar maple Acer saccharum 23 Fair Deadwood No No  Grading  4563 Sugar maple Acer saccharum 21 Fair Deadwood No No  Grading  4564 Sugar maple Acer saccharum 19 Good Deadwood No No  Grading  4565 Sugar maple Acer saccharum 8 Fair Overtopped No No  Grading  4566 Sugar maple Acer saccharum 8 Fair Overtopped No No  Grading  4567 Norway maple Acer platanoides 8 Good None Yes No  Grading  4568 Norway maple Acer platanoides 7 Fair Overtopped Yes No  Grading  4569 Red maple Acer rubrum 21 Poor Column of decay. Broken limbs No Yes  Grading  4570 Sugar maple Acer saccharum 7 Fair Overtopped No No  --  4571 Sugar maple Acer saccharum 12 Fair Deadwood No No  --  4572 Sugar maple Acer saccharum 9 Fair Small deadwood No No  --  4573 Sugar maple Acer saccharum 10 Fair Small deadwood No No  --  4574 Black locust Robinia pseudoacacia 20 Dead Standing dead tree Yes Yes  --  4575 Sugar maple Acer saccharum 18 Fair Deadwood No No  --  4576 Sugar maple Acer saccharum 18 Fair Leans. Deadwood No No  --  4577 Sugar maple Acer saccharum 38 Fair Large deadwood No No  --  4578 Sugar maple Acer saccharum 22 Fair Vines. Deadwood No No  --  4579 American elm Ulmus americana 13 Poor Covered in vines No Yes  Grading  4582 Sugar maple Acer saccharum 5 Fair Overtopped No No  Grading  4583 Ailanthus Ailanthus altissima 14 Fair Vines. Deadwood Yes No  Parking Lot  4584 Norway maple Acer platanoides 5 Fair Overtopped. Yes No  Parking Lot  Page 113 BIO RET AR ENTIO 1755 1792 4059 4150 4138 4130 EA N 17891791 1793 1794 4144 1796 4060 4152 4137 1795 1797 4134 4031 4030 4131 4026 4025 4072 4136 4133 TREE LOCATIONS AND TAGS BASED ON 2026 INVENTORY BY SAVATREE 1798 4153 4132 1799 4027 4071 4154 4135 40704069 4158 4028 4157 1219 1218 1800 4155 4163 BIO 4156 4166 4178 1216 1217 RET 4001 4029 4165 4168 4164 4177 1209 E ARE NTION 4175 4179 4169 4174 4176 4180 EVERGREEN MANOR 1208 1210 A 4061 4066 4065 4167 4170 1211 4197 4181 1212 12131214 4003 4064 4068 4063 4062 4067 4171 4196 4172 4182 4184 4183 Town of Cortlandt, New York 4195 1220 1215 4162 4194 4185 4186 42004201 4191 4187 4193 1221 4002 4198 4192 4188 4202 4203 4190 4204 4189 4199 4206 BIO RE EA PROPOSED 25 FT. WIDE 4159 4205 WATER EASEMENT 42084207 4160 AR 4649 4301 4161 TENTIO 1223 4209 4210 OWNER / APPLICANT 4211 N 1224 4648 4257 42134212 4261 4258 V.S. CONSTRUCTION CORPORATION 4654 4259 37 CROTON DAM ROAD 4256 4215 4653 4214 OSSINING, NY 10562 4260 1225 4219 4216 4652 4217 4651 4262 PLANNER, CIVIL ENGINEER, LANDSCAPE 4650 4263 4218 4279 ARCHITECT 4278 4255 4220 4277 4280 4271 DTS PROVIDENT  4647 PROPOSED SNOW 4254 Intelligent Land Use 4643 46454646 STORAGE AREA 4223 4264 4642 4644 EASEMENT (TYP.) 4274 4272 4265 4224 DTS Provident Design Engineering, LLP CA #: 0017846 4276 One North Broadway 4273 4251 PROPOSED MONUMENT White Plains, NY 10601 4275 4269 4266 4253 4250 4246 4221 4225 4636 4635 4634 4633 4270 4252 1089 4632 4268 4245 4226 4267 1090 4631 4283 4294 4299 4295 4249 4247 ARCHITECT - PARCEL 3 4629 4630 BIO RETENTION AREA 4282 4284 4296 4300 4248 42434244 4240 4293 BEATTY HARVEY COCO ARCHITECTS (BOTTOM EL. 386) 4242 4239 4222 4227 1300 WALT WHITMAN ROAD 4285 4297 4241 4238 1088 4298 MELVILLE, NY 11747 4281 4286 4292 4237 4305 WV WV 4304 4306 4302 4315 4228 4287 4229 LAND USE ATTORNEY (BOTTO ION AREA 4641 4230 WV 2) 4640 4626 4627 4303 4310 4307 4231 M EL. 39 428842904291 4316 ZARIN & STEINMETZ 4289 4311 81 MAIN STREET 4628 43084309 4313 4317 ENT 4625 4232 WHITE PLAINS, NY 10601 4655 4638 4623 4624 4345 43474349 4353 4314 4639 4637 4346 4348 4351 4355 4360 4312 BIO RET 4318 4233 4352 4357 4361 4364 4354 4235 4234 SURVEYOR 4350 43564359 4362 4363 4365 4236 4344 4367 4368 4366 DANIEL T. MERRITTS, PLS 4613 4369 394 BEDFORD ROAD 4370 4614 PLEASANTVILLE, NY 10570 4371 4615 4619 4612 4622 WETLAND CONSULTANT 4620 4621 4617 4618 4372 TIM MILLER ASSOCIATES, INC. 4373 PROPERTY LINE, 4616 4342 TYP. 10 NORTH STREET 4343 COLD SPRING, NY 10516 4341 4358 4374 4610 4376 4375 4340 4382 4656 4339 4611 4337 4378 MONUMENT 4338 4377 4383 H PROPOSED 4384 Y D W 4609 PROPOSED 20 FT. WIDE 4334 30' SIDE YARD SETBACK/ WV V WV DRAINAGE EASEMENT WV 4335 NONDISTURBANCE AREA 4336 WV 4333 4379 V PROPERTY LINE, (TYP.) 4380 W Λ LIMIT OF Λ Λ W Λ Λ Λ Λ Λ Λ V Λ Λ Λ Λ 4381 Λ Λ DISTURBANCE, 4401 Λ AREA TION Λ Λ Λ Λ 4403 Λ Λ 4385 Λ Λ Λ TYP. 4386 Λ Λ Λ 4400 Λ Λ Λ 4402 Λ Λ Λ Λ ETEN Λ Λ Λ Λ 4327 Λ Λ 4332 Λ 4320 Λ Λ Λ Λ 4331 4328 4404 Λ Λ M 4405 BIO R Λ 4319 4406 Λ 4330 4329 4387 O PRO Λ Λ NUM SED Λ Λ 4388 Λ Λ Λ Λ Λ Λ 4408 Λ Λ Λ PO Λ Λ 4389 Λ Λ Λ Λ Λ Λ Λ 4399 Λ ENT Λ Λ Λ ALL TREES WITHIN LIMIT OF Λ Λ 4409 4407 Λ Λ Λ Λ Λ Λ 4398 Λ Λ 7 Λ 4410 Λ DISTURBANCE TO BE REMOVED Λ Λ Λ Λ Λ 4397 4395 Λ 4390 Λ Λ 4412 Λ Λ Λ N2 Λ Λ 4321 7 4413 Λ 4542 Λ Λ Λ 4411 Λ 4396 9° 0 Λ Λ Λ Λ Λ 4541 4414 4419 Λ Λ 4322 6' 1 Λ Λ 4394 Λ E Λ 9" 4424 Λ ENU Λ 4391 4392 4393 4418 Λ Λ Λ 4540 Λ 4430 E3 Λ Λ Λ Λ Λ E AV 4. Λ Λ 4428 4427 Λ Λ 4416 65' 4429 44314433 Λ LIMIT OF DISTURBANCE, Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT 4417 Λ Λ Λ 4324 4323 TYP. 4543 4426 4432 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ 4544 4415 4422 Λ 4425 1-800-962-7962 OR 811 Λ Λ 4532 4531 44214423 Λ 4545 4538 4434 Λ 4325 LAFA Λ 4420 4449 Λ Λ Λ 4546 4539 4530 Λ 4326 4435 Λ Λ 4450 Λ 4547 4529 Λ 4436 4437 Λ 4548 Λ 4549 4536 4448 Λ 4551 4447 Λ WV 4535 4533 4550 4454 Λ Λ Λ 45534552 4534 4453 4446 4438 4583 4444 4445 WV Λ 9017 4537 Λ 4 4456 455 W 4584 Λ Λ V 4582 4554 4555 4451 4441 Λ 4527 44584457 4443 4439 X 4558 Λ Λ 4579 4528 5 LIMIT OF DISTURBANCE Λ 4512 4442 4440 Λ Λ 4559 4557 4459 4461 4452 X Λ 4581 4526 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 4560 4556 Λ 9018 (TYP.) 4460 Λ 4525 4513 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT X Λ 4561 4514 4464 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 4562 4564 4462 Λ 9016 4565 4515 4463 4465 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 4580 4563 4566 4567 4524 4466 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ 4510 4511 4497 4495 4467 4496 Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 9015 9002 4578 4498 4493 4468 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 9004 9000 Λ 4521 4516 4509 44994494 4490 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 9003 4523 4519 4471 4469 Λ 450245014500 4491 4470 SHOWN BY THESE DRAWINGS. 9014 9006 9005 9007 9001 4572 4520 4517 4492 4473 4472 Λ 4575 4573 4568 4522 4518 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 9008 4576 4569 4489 4474 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ 9009 4577 4574 4476 4475 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 9010 4507 4477 9011 Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 4508 4478 P-4 4570 4479 Λ SW 9013 4506 4487 4480 9012 30' FRONT YARD SETBACK 4571 4503 4486 Copyright DTS Provident Design Engineering, LLP 2025 4605 4607 4505 4488 44854483 4481 4604 4606 All rights reserved. 4602 4603 4504 4484 4593 4601 4600 4482 NOT FOR CONSTRUCTION 4592 4598 323.99' 30' FRONT YARD SETBACK PROPOSED 10 FT. WIDE 4596 4599 4608 4595 S 76° 13' 31" E DRAINAGE EASEMENT 4591 4597 4594 SLOPES OVER 25% -3 4590 01/21/2026 SITE PLAN APPLICATION SWP 1 4588 (TYP.) S 77 ' 4585 4589 9 7'x6 2 02/18/2026 ISSUE TO PLANNING BOARD E '43" 1 3 03/25/2026 ISSUE TO PLANNING BOARD ° 37 4587 8° 42 N7 4 06/24/2026 ISSUE TO PLANNING BOARD 4586 ' 03 7' 64 30' FRONT YARD SETBACK "W .7 MO SW ' PRO UMME 3.67 P-5 25 N PPORONUMNT SWP OSPE EN OD T -6 SED D R OA ND 2 M PO 35/20 CRO OUTE R LEGEND PARCEL 3 - TREES TO REMAIN 3905 TREE REMOVALS PLAN TREES TO BE REMOVED (185 TREES) 3665 WV REQUIRED TREES TO BE PLANTED TREE REQUIRED PER LIMIT OF DISTURBANCE: 65 TREE REQUIRED PER STEEP SLOPES: 26 SP-11.0 CONKLIN AVENUE PROPERTY LINE (TYP.) TREE REQUIRED PER PROTECTED TREES: 0 TOTAL NUMBER OF TREE REQUIRED 91 Page 114 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\PDE\SKETCHES\PARCEL 3 CROSS SECTION 1-7-26.DWG Y 388 ETT PROPERTY LINE, E TYP. R-40 A EVERGREEN MANOR VEN 38 Town of Cortlandt, New York 6 UE 384 437 437 8 7 438 4 438 3 30' SIDE YARD SETBACK/ TW 384.0 NONDISTURBANCE AREA BW 371.8 OWNER / APPLICANT 37 Λ 3766..275 TC Λ Λ Λ Λ Λ Λ 5 V.S. CONSTRUCTION CORPORATION Λ + BC Λ Λ Λ Λ Λ 37 CROTON DAM ROAD Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ OSSINING, NY 10562 Λ Λ Λ Λ Λ Λ 440 Λ Λ Λ Λ Λ Λ Λ 1 440 Λ Λ Λ Λ 376.75 TC Λ Λ 3 Λ Λ Λ Λ Λ 376.25 BC Λ Λ Λ 440 Λ Λ Λ + PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 2 6 Λ Λ Λ Λ 440 4TW 390.0 ARCHITECT Λ Λ 376 Λ Λ Λ 376 Λ BW44374.0 DTS PIntelligent Λ Λ Λ 375.5 C Λ Λ Λ 05 ROVIDENT  375.0 BTC Λ Λ 378 Λ Λ Land Λ Λ Λ Λ Λ + Use Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ Λ One North Broadway 378 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ White Plains, NY 10601 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TW 376.0 Λ UPo 6 E Λ Λ Λ ARCHITECT - PARCEL 1 ENU Λ 37 Λ Λ Λ Λ BW 363.0 Λ Λ Λ 432 le Λ Λ + STEIN TROOST ARCHITECTURE, LLC Λ Λ 4 Λ Λ E AV TW 379.0 + Λ 374.9 Λ ONE MORGAN AVENUE Λ Λ Λ 376.0 374.4 0 TC Λ Λ 443 0 Λ + 0 2 BW 369.0 0 BC 442 NORWALK, CONNECTICUT 06851 Λ 37 Λ Λ 374.9 Λ YETT Λ Λ 442 8 + 374.4 0 TC 442375.0 4431 TW Λ Λ 7 Λ 0 BC Λ 374.9 LAND USE ATTORNEY Λ TW 377.5 Λ 374.4 0 TC Λ 9 BW 373.0 44 Λ Λ LAFA 0 BC Λ Λ BW 369.4 ZARIN & STEINMETZ Λ 32 Sto Λ Λ FLA TW 377.0 Λ 81 MAIN STREET Λ Λ WE Λ ne BW 368.5 WHITE PLAINS, NY 10601 Λ Λ G Λ W 37 443 T + 3.25 FC SURVEYOR Λ G 5 L al 376 Λ A 37 l 3744..490 TC Λ DANIEL T. MERRITTS, PLS E N Λ D LAB LAGGE + 0 BC 394 BEDFORD ROAD Λ 0 D Λ 37 PLEASANTVILLE, NY 10570 Λ J 3 + 37745.0 TC Λ S 0' U X Λ E .5 B Λ 20. F L WETLAND CONSULTANT Λ C L X Λ Y 37 8 Λ L 3745..833 TC 36 Λ TIM MILLER ASSOCIATES, INC. A Λ X 1 Λ 3 BC 6 Λ 37 36 10 NORTH STREET 4 3745..725 TC 364 + X 6 , 5 BC COLD SPRING, NY 10516 37 TW 375.0 2 100' WETLAND + 02 WETLANDS FL BW 374.0 37 + D FLAGGE BUFFER, TYP. 3767..0 TC Ston 5 5 BC BY 37 eW 37 3745..500 TC 3755..050 TC 0 BC Stone all 0 BC + 37 + + UPo 3756..0 TC HORIZ 1"=10' Wire 5 BC Wall le Guy C 376 oncr 37 + 3745..0 TC 4 Pad 37 ete 5 BC 30' FRONT YARD SETBACK OSED S IDE VERT. 1"=10' PROP UPo 30' FRONT YARD SETBACK le UPole UPole +(355.9) TC (355.4) TC + Post UPole Ligh UPole THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. +(354. 'R' INLET STR. S-18 1-800-962-7962 OR 811 UPo t UPo UPo ) TC 9 GR: 350.94 S UPo i g INV.(IN): 346.83 le le n le al Bo c Traff le INV.(OUT): 346.83 x i Pole l Sign ic 18" RCP Traf 18" RCP UPo a f 'F' INLET STR. S-20 le STR. S-19 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED GR: 354.87 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 18" RCP DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Wire UPole SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER UPole WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Traf l Lid Guy Met CCoonn WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Tra l Lid Wire MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Asphal Met fic c a UPole DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF cr Guy f ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS e r S f e tetePPa i i a SHOWN BY THESE DRAWINGS. c g Sign nal B Sign t Dri LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS add UPole DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION a o K YAR 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 100 FT. WETLAND D Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION REVISIONS/ISSUANCES 30' NON DISTURBANCE AREA PROPERTY LINE NO. DATE ISSUE 420 R PROPOSED 1-STORY COMMERCIAL BUILDING EL DORME ND LEV (SEE ARCHITECTURAL PLANS) SECO 410 M L IN E - FRO SIG HT 204 LAFAYETTE AVENUE SCHEMATIC BUILDING SHOWN 6 FT. HIGH SOLID VINYL FENCE 400 SIGHT LINE - FROM GROUND ADJACENT TO HOUS E 5'-6" PROPERTY LINE RIGHT-OF-WAY TOP OF HIGH PARAPET ELEV. = 394.0 390 DRAWING TITLE: EDGE OF PROPOSED TOP OF ROOF ELEV. = 388.5 EXISTING GRADE EVERGREEN CROSS SECTION NOTE:MANOR 20.5' PARCEL 3 -SHOWN HOUSE ELEVATION CURRENT ON THIS C PAVEMENT SURFACE DRIVEWAY AREA 380 SECTION CROSS IS FORSECTION THRUPURPOSE SCHEMATIC EXISTING GRADE ADJACENT PROPERTIES GROUND FLOOR ELEV. = 373.5 Seal 370 DRAWN BY: CHECKED BY: KM PG/MG CROMPOND ROAD PROPOSED CUT SECTION PROPOSED RETAINING WALL (SHOWN PROJECT NO. 812 DATE: 01/07/26 FOR SCHEMATIC PURPOSES) ROUTE 35/202 Walk PROPOSED PROPOSED PAVEMENT (DESIGNED BY OTHERS) DRAWING NO. GRADE SURFACE PARKING AREA CROSS SECTION C-C 360 SCALE: HORIZ 1"=10' VERT. 1"=10' SK-1 Page 115 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP SAMUEL THOMPSON 5/22/2025 8:50 AM C:\USERS\SAMUELTHOMPSON\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\PDE\SKETCHES\PARCEL 3 CROSS SECTION 1-7-26.DWG 30' SIDE YARD SETBACK/ NONDISTURBANCE AREA PROPERTY LINE, TYP. EVERGREEN MANOR Town of Cortlandt, New York 4378 4377 4383 4384 30' REAR YARD SETBACK/ Λ NONDISTURBANCE AREA OWNER / APPLICANT Λ Λ Λ CONCRETE CURB Λ Λ Λ V.S. CONSTRUCTION CORPORATION Λ Λ Λ Λ 37 CROTON DAM ROAD Λ Λ Λ Λ 4401 OSSINING, NY 10562 4403 PROPOSED Λ Λ ASPHALT PAVEMENT (TYP.) Λ ΛΛ ' Λ RETAINING WALL, Λ 18.0 Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ TYP. Λ Λ Λ Λ ΛΛ Λ Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ 9.0 ' Λ ARCHITECT Λ ΛΛ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ DTS PIntelligent Λ TYP. Λ Λ Λ Λ ' Λ ROVIDENT ΛΛ Λ R1 Λ 25.0 Λ Λ Λ Λ Λ ΛΛ Λ Λ  Λ Λ Λ Land 0.0 Λ Λ Use Λ ' Λ DTS Provident Design Engineering, LLP CA #: 0017846 ' Λ 25.0 Λ One North Broadway 25.0 Λ White Plains, NY 10601 ' Λ Λ Λ 40 SPACES Λ Λ Λ Λ E Λ Λ .5 ' ENU Λ Λ Λ Λ 4324 ' Λ PARKING LOT ' R287 .1 Λ Λ R8.0 ARCHITECT - PARCEL 1 18.0 Λ Λ 4430 E AV R359 Λ 9.0 DOWN LIGHT, Λ Λ ' Λ Λ STEIN TROOST ARCHITECTURE, LLC TYP. 4428 Λ Λ ' TYP 4431 YETT Λ Λ ONE MORGAN AVENUE . 7.5 ' 4429 Λ Λ Λ 4427 4432 NORWALK, CONNECTICUT 06851 Λ Λ 25.0 ' Λ LAFA Λ 25.0 ' Λ Λ LAND USE ATTORNEY Λ Λ 9.0 ' Λ ' 9.0 ' 4435 ZARIN & STEINMETZ EMERGENCY 25.0 PAVEMENT STRIPING (TYP.) ' 81 MAIN STREET 7.5 ACCESS DRIVEWAY WHITE PLAINS, NY 10601 R10.0 ' ' SURVEYOR 18.0 EV R15 DANIEL T. MERRITTS, PLS PROPOSED 1-STORY 394 BEDFORD ROAD EV ' .0 ' COMMERCIAL 20.0 PLEASANTVILLE, NY 10570 6.0 ' BUILDING 10,000 SF 5 ELECTRIC VEHICLE X 6.0 ' WETLAND CONSULTANT PARKING (TYP. OF 2) 7 X 5 TIM MILLER ASSOCIATES, INC. 7 .0 ' 10 NORTH STREET 100' WETLAND R10 DROP CURB COLD SPRING, NY 10516 15.0 MOD ' 65.0 BUFFER, TYP. 154. ' CONCRETE 0 ' EMERGENCY ACCESS GATE WALK WITH NO PARKING SIGN BOTH SIDES CONCRETE WALK 30' FRONT YARD SETBACK HORIZ 1"=10' 30' SIDE YARD SETBACK LOADING AND SERVICE AREA VERT. 1"=10' 1 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 MOD NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 30' NON DISTURBANCE AREA PROPERTY LINE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 420 Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION ER L DORM ECOND LEVE REVISIONS/ISSUANCES 410 SIGHT L INE - F ROM S NO. DATE ISSUE 204 LAFAYETTE AVENUE 1 02/11/25 PARCEL 1 REVISIONS 6 FT. HIGH SOLID 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 400 VINYL FENCE E 3 10/23/25 PLANNING BOARD SUBMISSION SCHEMATIC BUILDING SHOWN GROUND ADJACENT TO HOUS 4 11/20/25 PLANNING BOARD REVISION SIGHT LINE - FROM 5'-6" PROPERTY LINE EXISTING GRADE H PARAPET ELEV. = 394.0 RIGHT-OF-WAY 5 12/19/25 PLANNING BOARD REVISION TOP OF HIGH PARAPET ELEV. = 391.1 390 EDGE OF PROPOSED OF ELEV. = 388.5 TOP OF ROOF ELEV. = 385.6 CROSS SECTION NOTE: HOUSE ELEVATION SHOWN ON THIS C PAVEMENT 20.5' SURFACE DRIVEWAY AREA SECTION IS FOR SCHEMATIC PURPOS 380 EXISTING GRADE DRAWING TITLE: EVERGREEN MANOR 370 GROUND FLOOR ELEV. = 371.1 PARCEL 3 - PREVIOUS CROMPOND ROAD PROPOSED RETAINING WALL CROSS SECTION THRU (SHOWN FOR SCHEMATIC REASONS) ROUTE 35/202 Walk PROPOSED PROPOSED PAVEMENT (DESIGNED BY OTHERS) ADJACENT PROPERTIES 360 GRADE SURFACE PARKING AREA Seal DRAWN BY: CHECKED BY: KM PG/MG PROJECT NO. DATE: 812 01/07/26 DRAWING NO. CROSS SECTION B-B' C-C CURRENT PLAN SCALE: HORIZ 1"=10' SK-2 VERT. 1"=10' Page 116 • BIO RET • AR ENTIO • EA N • • • • • • • • • • • • • • EVERGREEN MANOR • BIO • RET • • E ARE NTION • • A Town of Cortlandt, New York • • • • • 408 WET • • LAN DB UFF ER 406 MATCHLINE (SEE SHEET SP-2.1) BIO RE EA PROPOSED 25 FT. WIDE WATER EASEMENT AR OWNER / APPLICANT TENTIO V.S. CONSTRUCTION CORPORATION 40 N 37 CROTON DAM ROAD 2 OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 PROPOSED SNOW One North Broadway 100' WETLAN White Plains, NY 10601 STORAGE AREA EASEMENT (TYP.) 400 ARCHITECT - PARCEL 3 Dir t Drive BEATTY HARVEY COCO ARCHITECTS D 1300 WALT WHITMAN ROAD BUFFER BIO RETENTION AREA MELVILLE, NY 11747 (BOTTOM EL. 386) LAND USE ATTORNEY ZARIN & STEINMETZ WV WV 39 8 (BOTTO ION AREA WV 396 81 MAIN STREET 2) WHITE PLAINS, NY 10601 M EL. 39 SURVEYOR ENT BIO RET 39 DANIEL T. MERRITTS, PLS 2 394 394 BEDFORD ROAD LAFA PLEASANTVILLE, NY 10570 WETLAND CONSULTANT Y 388 TIM MILLER ASSOCIATES, INC. E 10 NORTH STREET T COLD SPRING, NY 10516 T PROPERTY LINE, E TYP. R-40 A VE 38 6 N UE 384 H Y D W PROPOSED 20 FT. WIDE 30' SIDE YARD SETBACK/ WV V TW 384.0 WV DRAINAGE EASEMENT NONDISTURBANCE AREA WV BW 371.8 WV V 37 PROPERTY LINE, (TYP.) 3766..275 TC W Λ Λ W Λ Λ Λ Λ Λ Λ Λ V Λ 5 Λ Λ + BC Λ Λ Λ RW-BEND Λ Λ AREA TION Λ Λ Λ TW 380.7 Λ Λ Λ Λ Λ TW 382.5 Λ Λ Λ Λ Λ Λ BW 366.0 Λ Λ Λ RW-BEND Λ Λ BW 368.5 Λ ETEN Λ Λ Λ Λ Λ 376.75 TC Λ Λ TW 382.5 382 Λ 378 Λ Λ 376.25 BC Λ Λ Λ 380 Λ + Λ BW 370.0 376 402 BIO R Λ Λ TW 390.0 Λ 376 Λ Λ Λ Λ Λ 376 Λ Λ Λ BW 374.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 375.5 TC Λ Λ Λ Λ Λ 378 Λ 375.0 BC Λ Λ Λ Λ Λ Λ Λ Λ Λ + Λ Λ Λ Λ Λ Λ 400 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 378 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 384.67 TC Λ Λ Λ TW 380.5 Λ Λ Λ Λ 383.97 BC Λ TW 376.0 UPo 6 E Λ BW 376.0 Λ ENU Λ 37 Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY BW 363.0 Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. le Λ + Λ Λ 1-800-962-7962 OR 811 Λ E AV TW 379.0 + Λ Λ 37 3744..490 TC Λ Λ 376.0 Λ Λ Λ BW 369.0 Λ 0 0 BC + Λ 37 YETT Λ Λ 3744..490 TC Λ + TW 375.0 Λ Λ 0 BC Λ 37 Λ TW 377.5 Λ 3744..490 TC Λ BW 373.0 Λ LAFA Λ 0 BC BW 369.4 Λ Λ Λ Ston F Λ TW 377.0 38 Λ Λ L Λ 0 W Λ A BW 368.5 Λ eW Λ E GG ABELLA GED BY 37 T Λ + 3.25 FC 37 Λ WV LAN all 2 0 376 Λ Λ 37 37 37 4.90 T E Λ 4 + 4.40 BCC WV 0 D Λ L 37 Λ 37 W 36 D Λ V Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED J 0 3 + 37745.0 TC Λ S 8 0' ULY BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT X 35 Λ Λ 36 .5 B 20. DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE F 8 Λ C LAG ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ Λ 37 3745..833 TC X Λ 35 6 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 1 3 BC Λ 36 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 6 Λ 37 4 3745..725 TC + 35 X 6 Λ , 5 BC 4 37 TW 375.0 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 202 Λ 100' WETLAND + MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL TW 370.0 TW 373.0 BW 374.0 37 + DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 3767..0 TC Λ BW 366.0 BW 366.0 BUFFER, TYP. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Ston 5 5 BC SHOWN BY THESE DRAWINGS. Λ 37 eW 37 3755..050 TC 364 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ 3745..500 TC 0 BC YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Stone all 0 BC Λ + DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 37 + + UPo 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 3756..0 TC Λ Wire 5 BC Wall le Guy Λ Con Copyright DTS Provident Design Engineering, LLP 2025 376 Λ 37 + All rights reserved. c 3745..0 TC Pad rete Λ TW 367.0 5 BC NOT FOR CONSTRUCTION BW 366.0 30' FRONT YARD SETBACK 30' FRONT YARD SETBACK PROPOSED 10 FT. WIDE UPo le 1 01/21/2026 SITE PLAN APPLICATION DRAINAGE EASEMENT UPole UPole 2 02/18/2026 ISSUE TO PLANNING BOARD +(355.9) TC (355.4) TC + 3 03/25/2026 ISSUE TO PLANNING BOARD Post UPole Ligh UPole +(354.9 'R' INLET STR. S-18 4 06/24/2026 ISSUE TO PLANNING BOARD UPo t UPo UPo U ) TC GR: 350.94 Sign raffic UPo Pole Wire INV.(IN): 346.83 le le le al Bo T le Guy INV.(OUT): 346.83 x +(35 Pole l W 4.4) Sign ic 18" RCP Traf at TC 30' FRONT er 18" RCP UPo a f 'F' INLET STR. S-20 UPo YARD SETBACK le STR. S-19 le GR: 354.87 +(35 3.7) 18" RCP PPRR U MO FES STR. S-32 TC FES STR. S-26A Wire Cou INV.(IN): 348.80 ON UPole OOP MEN UPole INV.(OUT): 348.70 Guy Tra l Lid Met CCoonnc Stone NU rse POOS T f Traf l Lid Wire Asphalt Met f i a FES STR. S-32 UPole c creretet FES STR. S-26A Guy Sign fic S a INV.(IN): 348.80 SEEDD Wall INV.(OUT): 348.70 Sign ePPaa al Bo (35 igna Drive .7) 2 dd C+ T UPole FES STR. S-99 Ston l x Box e Signal Box 1188"" RRCCPP Mas 349.05 FES STR. S-99 UPo onry MOD Traffic AD le Ret 349.05 RO 15TW aini PARCEL 3 - 15" RCP D ng W ON 02 T " RIN Wire Con MP E 35/2 raffi all c. UPole 'O' INLET STR. S-34 CP Guy Cu O Wire CR O UT Guy rb SITE GRADING AND 18 352 UPole c Sig GR: 352.66 18""RC 'K' INLET S-26B Traff .5+ R HOSPITA INV.(IN): 349.14 GR: 352.15 RCP nal B EXIT INV.(OUT): 349.14 ic Sig DRAINAGE PLAN CP INV.(IN): 348.53 P 15" R RIM=348.04 5"INRCP T1W ox INV.(OUT): 348.53 MANHOLE (CON-ED) UPo al Po n L RIM=347.41 le Wire Guy MANHOLE (CON-ED) le P C RIM "R DRA =352 15P Traffic Signal Pole 'F' INLET STR. S-35 INRC IN I .11 N LE NU GR: 355.70 T1W5" 'O' INLET STR. S-34 RC T DEE MBER MH ST. S-26 INV.(IN): 351.03 GR: 352.66 WV STA D CON 49132 RIM: 352.66 INV.(OUT): 351.03 INV.(IN): 349.14 THE TE OF TROL 0394 INV.(OUT): 349.14 INV.(IN): 348.50MH ST. S-26 LAN PEOP NEW RIM: 352.66 'K' INLET S-26B 'F' INLET STR. S-33INV.(IN): 348.50 DS L Y ACQ E OF T ORK GR: 352.15 GR:'F' 352.41 INV.(IN): 348.53 UIR HE INLET STR. S-33 30.0 ED BY INV.(IN): 348.89 GR: 352.41 INV.(OUT): 348.53 SP-2.0 INV.(OUT): 348.89 ' INV.(IN): 348.89 INV.(OUT): 348.89 -35 RIM=353.08 R . S . 70 Sto CONKLIN AVENUE MANHOLE S T T 355 3 PROPERTYNLE GR:LINE UPo ne 'F' I 1.0 le (TYP.) .(IN): 3551.03 Wall INV UT): 3 .(O INV Page 117 Page 118 Page 119 Page 120 Page 121 Page 122 Page 123 Page 124 Page 125 Page 126 Page 127 Page 128 Page 129 Page 130 Page 131 Page 132 Page 133 Page 134 SUBDIVISION & SITE DEVELOPMENT PLAN Tax Lot 44.17-2-18 N/F Catherine Gonzalez 77 MONTROSE STATION, LLC Cortlandt TR A VI d) SITE S ee y) RD LN '(D urve N TOWN OF CORTLANDT 5 I O 3 S AT 7. 3'( ST 67 5.7 SE N 50 68 RO WESTCHESTER COUNTY, NEW YORK NT O M ° 49 ' 50" Tax Lot 44.17-2-1 N/F Michael Simmon W & Jennifer Budner Wire Fence 138 OA KR D .29' L RD GE HIL COLLE Frame Shed riv e LOCATION MAP SCALE: 1" = 600' D el GENERAL NOTES G ra v 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). ong e Al riv ly D 3. SURVEY INFORMATION SHOWN HEREON IS BASED ON A SURVEY PREPARED BY TC MERRITTS LAND SURVEYORS ENTITLED al er lt "PRELIMINARY MAP PREPARED FOR STEVE GIORDANO BUILDERS, INC." DATED JULY 12, 2024, LAST REVISED AUGUST 28, 2024. en 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 n RE 5-BD TIN e 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 Int E - HENDRICK HUDSON SCHOOL DISTRICT - CORTLANDT CONSOLIDATED WATER DISTRICT l al 88 - MONTROSE FIRE DISTRICT W EX ' ne GA IST 19.87' W to " 6. PARCEL IS LOCATED IN THE HUDSON RIVER WATERSHED. 00 RA ING 43 ' S GE ° ENGINEER'S NOTES S 20 50 0 25 50 375.00' e Stone Wall 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 SCALE: 1" = 50 FT. 50' 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 N/F Thomas H. Hintze e ELECTRIC & CABLE PRIOR TO START OF WORK. riv Irrevocable Trust tD ll e al SPECIAL NOTES a riv 77 MONTROSE STATION, LLC ph W tD e al 1340 BAPTIST CHURCH ROAD As on ph 1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE Edge of Drive St As YORKTOWN HEIGHTS, NY 10598 CONSTRUCTION/EXCAVATION, ET AL, OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR West 3.00'+/- 54 ' 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). · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS sphalt Drive 24 1. S 25° 44' 00" E (Survey) 67 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ' S 26° 00' 00" E (Deed) ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 97.87' ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 68 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE .2 6' PROPOSED LOT 1 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Remains of A 245,821 SF · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN SITE CAPACITY ANALYSIS PROPOSED LOT LINES (TYP.) ENGINEERING". ALL RIGHTS RESERVED. · AUTHORIZATION No. 130827 ZONING DISTRICT R-80 N 51° 26' 00" E 36.28' REVISIONS N 35° 22' 00" W 5 60.40' LOT # SEC: 44.17, BLOCK: 1, LOT: 6 + 11 PROPOSED LOT LINES (TYP.) 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 R=293.51' ' 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 .15 TOTAL APPROXIMATE GPA IN ZONE 423,713 SF 9.73 AC L=112.50' 2 90 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 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) 126.47' (Survey) PROPOSED LOT 3 # REASON DATE SLOPES > 20% (SS) 140,085 SF 3.22 AC 97,001 SF 135.26 (Deed) MUNICIPAL TAX IDENTIFICATION: NYSDEC WETLAND (FW) e Tax Lot 44.17-1-16 0 SF 0 AC d PROPOSED 4-BEDROOM osed riv N/F Reid Gearhart SECTION: 44.17 171.00' 0' x p e D RESIDENCE 50.0 E & Tiziana Mohorovic lly gat t PROPOSED al 100 YEAR FLOODPLAIN (FD) 0 SF 0 AC GARAGE 171.0 rtia rru ASPHALT Pa " Co Pipe h 1ST FL 172.5 Deed Liber #12229, BLOCK: 1 sp 336.83' TOTAL CONSTRAINED AREA 0 SF 0 AC 10 etal BASEMENT 162.5 DRIVEWAY Page #339 M ll A a LOT: 6 & 11 W one WALKWAY SUBLOT: ----- 283,628 SF St e PARCEL AREA AFTER CONSTRAINTS 6.51 AC lt Driv RO DRAWN BY: AD 10% OF PARCEL AREA AFTER CONSTRAINTS N.A. N.A. CHECKED: KS/PMB Aspha NET PARCEL AREA (NPA) 283,628 SF 6.51 AC RO SM PROJECT: 77 MONTROSE STATION RD R-80 RESIDENTIAL DENSITY PERMITTED N 35° 42' 00" W 50' Wide Right of Way 243.86' (D vey) PROPOSED LOT LINES eed) 3.55 LOTS = 3 LOTS MAX Per Deed Liber 2120, Page 12 EXPIRATION DATE: 03-31-2027 (TYP.) DATE: JANUARY 22, 2025 ur (80,000 SF. / LOT MIN. REQUIRED) PATRICK M. BELL, P.E. 243.23' (S PROPOSED 4-BEDROOM PROPOSED LOT 2 RESIDENCE WO 80,891 SF PROPOSED GARAGE 162.0 JOB #: 240601 LICENSE #087679 SM ASPHALT WO 1ST FL 163.5 PROPOSED ACCESS & UTILITY DRIVEWAY BASEMENT 153.5 RO Tax Lot 44.17-1-6 EASEMENT FOR THE BENEFIT 199.48' C N N OF LOT 3 OVER LOT 2 Tax Lot 44.17-2-3 SM SM WALKWAY N/F Anne Sumers 108.96' Deed Control # SM Stone Wall WO 6' 442250322 136 .9 SM SM N N N rive SM SM alt D Frame 70.54' N 50° 37' 00" E 45" W RO NAL N N N C N L N Shed 52' WO 40" E N 36° 57' 00" W 41.26' h 6° S3 Asp SM S 28° 14' S 34° 17' 00" E RO RO 25.39' 59.05' 72.32' Stone Wall 153.35' Stone Wall 127.92' Guy N 55° 43' 00" E N 56° 26' 00" E Wire SITE LOCATION 182.80' 39 Arlo Lane N 31° 21' 00" E N 60° 15' 00 "E Properties Not Contiguous N 53° 26' 00" E 91.39' - Overlap Exists 36.37' N 42° 45' 00" E lt N 53° 38' 00" E Stone Wall Cortlandt Manor, New York 10567 23.03' l l A s phaStone 60.82' MONTROSE STATION ROAD Wa f Masonry N 37° 28' 00" E eo Edge of Asphalt Edg 33.36' ne Pier Edge of Asphalt Stone Sto alt Retaining of A sph COVERSHEET Wall e Edg ENTRANCE SHALL BE LIST OF DRAWINGS LOCATED AT HIGH POINT SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED SUBDIVISION & CS-1.1 1 OF 8 COVERSHEET 1/22/2025 6/17/2026 SITE DEVELOPMENT PLAN PROPOSED SUBDIVISION LAYOUT EX-2.1 2 OF 8 EXISTING CONDITIONS / TREE REMOVAL PLAN 1/22/2025 6/17/2026 FOR SCALE: 1" = 50' TP-2.2 3 OF 8 TREE REMOVAL OVERLAY 8/20/2025 6/17/2026 77 MONTROSE STATION, LLC SP-3.1 4 OF 8 PRELIMINARY SUBDIVISION PLAT 1/22/2025 6/17/2026 TOWN OF CORTLANDT ZONING MAP NTS UTILITY + GRADING PLAN / UG-4.1 5 OF 8 1/22/2025 6/17/2026 INTEGRATED PLOT PLAN LOCATION: UTILITY + GRADING PLAN / 77 MONTROSE STATION ROAD UG-4.2 6 OF 8 1/22/2025 6/17/2026 DRIVEWAY PROFILES TOWN OF CORTLANDT, NEW YORK EROSION CONTROL + TREE PLAN / ESC-4.1 7 OF 8 1/22/2025 6/17/2026 CONSTRUCTION DETAILS CD-5.1 8 OF 8 CONSTRUCTION DETAILS 1/22/2025 6/17/2026 SHEET 1 OF 8 CS-1.1 Page 135 SLOPE ANALYSIS TREE REMOVAL AND PROTECTION NOTES TREE TABLE ) ed ) SLOPE RANGE AREA (SF) '( De rvey 1. ALL REMOVAL OF TREES ON PROPERTY ARE TO BE MINIMIZED AND SHOULD BE TAGGED BY THE APPLICANT AND 35 Su INSPECTED BY THE TOWN OF CORTLANDT PRIOR TO CUTTING. TREE WELLS SHOULD BE CONSTRUCTED AROUND ALL PROPOSED LOT 2 PROPOSED LOT 3 TOTAL 7 7. 73'( 0 - 15% 242,000 6 5. TREES THAT COULD BE IMPACTED AS A RESULT OF CUTTING AND FILLING. N 50 68 EXISTING TREES 248 254 502 2. ALL TREES DESIGNATED FOR PRESERVATION SHALL BE CLEARLY MARKED WITH A BRIGHT COLORED RIBBON OR 15% - 30% 131,063 ° 49 OTHER EASILY DISCERNIBLE METHOD. TREES TO BE REMOVED 150 67 217 ' 50" > 30% 50,650 Tax Lot 44.17-2-1 3. TREES TO BE PROTECTED SHALL BE PROVIDED WITH FENCING OR TRUNK ARMOR AS DETAILED ON THIS PLAN. ALL TREES TO REMAIN 98 187 285 N/F Michael Simmon Cortlandt W TREE PROTECTION METHODS SHALL CONFORM TO CHAPTER 5.190 OF THE WESTCHESTER COUNTY " BEST & Jennifer Budner MANAGEMENT PRACTICES MANUAL SERIES FOR EROSION AND SEDIMENT CONTROL", 1991. THESE GUIDELINES SHALL TREES TO BE PLANTED: 12 BE IMPLEMENTED FOR ALL TREES DESIGNATED FOR PROTECTION. SOILS TABLE TR ' .35 A VI SITE S TREE NOTE RD 84 LN 4. ALL TREES WITHIN SEPTIC AREA SHALL BE REMOVED AS REQUIRED BY THE W.C.D.H. I O N AT Wire Fence 138 ST REFERENCE IS MADE TO THE TREE REPORT PREPARED BY SE Stone Wall 5. ALL TREE STUMPS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR GRINDED ON SITE AND USED FOR SOIL PERCENT RO SOIL NAME .29' SYMBOL OF LOT SAVATREE DATED OCTOBER 3, 2024. NT LANDSCAPING PURPOSES ONLY. M O 6. WOOD CHIPS SHALL BE STOCKPILED ONLY FOR USE IN LANDSCAPING AND DECORATIVE PURPOSES. WOOD CHIPS CHARLTON-CHATFIELD COMPLEX, NOT FOR THESE PURPOSES SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER. CrC 58% 5' 34.0 0 TO 15% SLOPES, VERY ROCKY 7. WOOD CHIPS AND STUMP CHIPS SHALL NOT BE USED FOR ANY FILLING OR BACKFILLING OPERATION. Frame CHATFIELD-HOLLIS-ROCK Shed CuD OUTCROP COMPLEX, 15 TO 35 25% e CuD 8. ALL CUT LOGS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR USED FOR DECORATIVE PURPOSES PERCENT SLOPES riv ONLY. CUT LOGS SHALL NOT BE STOCKPILED FOR MORE THAN 30 DAYS NOR USED FOR FILLING OR OR BACKFILLING lD OA KR PURPOSES. ve D CHATFIELD-HOLLIS-ROCK ra 0' L RD 3.0 CtC OUTCROP COMPLEX, 0 TO 15 9% G COLLE GE HIL 11 PERCENT SLOPES SUBDIVISION CONSTRUCTION SCHEDULE Sh SUN LOAM 8% LOCATION MAP SCALE: 1" = 600' e NOTES: g Lin e CtC 1. FILE ANY PERTINENT DOCUMENTS WITH THE TOWN BUILDING DEPARTMENT, TOWN HIGHWAY DEPARTMENT AND on 1. PERMITTEE IS TO MAINTAIN WORK ZONE TRAFFIC CONTROL PLAN IN Al riv CrC ANY OTHER INVOLVED AGENCY. OBTAIN A SEWAGE DISPOSAL SYSTEM PERMIT FROM THE WCDH. ACCORDANCE WITH SECTION 104 OF HIGHWAY LAW, WHILE ly D WORKING WITHIN THE TOWN RIGHT-OF-WAY. ral 2. OBTAIN REQUIRED BUILDING PERMIT, ROAD OPENING PERMIT, EXCAVATION PERMIT OR ANY OTHER PERMIT 2. ROAD CLOSURES ARE NOT PERMITTED. e ne lt Tax Lot 44.17-1-12 3. OVERNIGHT EXCAVATION WILL NOT BE PERMITTED. Tax Lot 44.17-1-9 & 10 G ha es N/F Eugine M. Cesar-Fabian REQUIRED FOR THE CONSTRUCTION OF THE RESIDENCE. N/F Thomas H. Hintze n sp & Marie Fabian Irrevocable Trust to A EX tS IS 3. CONTACT THE UNDERGROUND LINE LOCATION SERVICE (CODE 53) AT 800-245-2828. INSTALL THE LIMITS OF RE 5-BD TIN en SI R G DISTURBANCE FENCING (ORANGE CONSTRUCTION FENCING). itt DE M NC m er 62.02' E 4. THE HOUSE AND DRIVEWAY LOCATIONS SHALL BE STAKED OUT, WITH OFFSETS, BY A LICENSED LAND SURVEYOR. In t ' l .12 5. TREES TO BE PRESERVED ARE TO BE CLEARLY MARKED AND PROTECTED FROM CONSTRUCTION. al 88 88 W ' e EX 19.87' on W GA IST ' 6. INSTALL ALL REQUIRED EROSION CONTROL STRUCTURES PER THE PLANS. " .32 St ' 00 RA ING GE 96 ° 43 7. CLEAR AND GRUB AREAS PROPOSED FOR CONSTRUCTION, INCLUDING THE HOMESITE, DRIVEWAY, AND SEPTIC 20 S AREA. CHIP BRANCHES AND LOGS AS PRACTICABLE AND REMOVE STUMPS AND UNUSED LOGS AND OTHER DEBRIS FROM THE SITE IN A LAWFUL MANNER. CtC 375.00' e Stone Wall m e 8. BEGIN SITE EXCAVATIONS AND FILLING OPERATIONS FOR THE ROUGH GRADING OF THE LOTS. r a rag 351 40 0 20 40 F a G 50' Wide Right of Way 9. CONSTRUCT FOOTING FORMS AND HAVE SAME APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCT Per Deed Liber 2120, Page 12 352 FOUNDATION WALLS AND HAVE SAME INSPECTED AND APPROVED. PROCEED WITH CONSTRUCTION OF HOUSE IN 50' 353 SCALE: 1" = 40 FT. ACCORDANCE WITH ALL BUILDING DEPARTMENT REQUIREMENTS. 356 354 10. INSTALL SEWAGE DISPOSAL SYSTEMS PER SEWAGE DISPOSAL PLAN APPROVED BY THE WCDH. SAME SHALL BE 357 N 36° 13' 00" W INSPECTED AND APPROVED BY THE WCDH PRIOR TO BACKFILL. ALL SEWAGE DISPOSAL SYSTEMS SHALL BE OWNER/APPLICANT CuD Tax Lot 44.17-1-9 & 10 358 INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND ALL WCDH REQUIREMENTS. N/F Thomas H. Hintze Edge of Drive CrC e 355 riv Irrevocable Trust West 3.00'+/- tD 11. INSTALL ROOF LEADER LINES AND FOOTING DRAIN LINES PER THE APPROVED PLANS. 359 77 MONTROSE STATION, LLC ll ive 458 al a 442 457 Dr 1340 BAPTIST CHURCH ROAD CrC ph W 441 363 360 t al 12. COORDINATE WITH UTILITY COMPANIES FOR THE INSTALLATION OF THE UNDERGROUND UTILITIES. UPON 455 ne YORKTOWN HEIGHTS, NY 10598 362 As COMPLETION OF THE SEWAGE DISPOSAL SYSTEM AND HOUSE, LOT TO BE FINAL GRADED. TOPSOIL TO BE PLACED Sh o ph WHERE NECESSARY AND SEEDED AND MULCHED. St As 443 456 452 361 454 367 439 365 13. CONTINUAL INSPECTION AND MAINTENANCE OF THE EROSION CONTROL DEVICES IS REQUIRED. DISTURBANCE 445 453 438 440 444 451 OUTSIDE OF THE LIMITS OF DISTURBANCE FENCE IS NOT PERMITTED. Tax Lot 44.17-1-11 364 368 370 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 0 437 366 16 446 450 372 SOIL BOUNDARY TYP. UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 14. COMPLETE THE DRIVEWAY PER THE PLAN SPECIFICATIONS. 436 369 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 422 433 434 435 373 449 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 432 447 374 375 halt Drive SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 0 15. PROVIDE THE NECESSARY PLANTINGS AND GENERAL CLEAN UP OF THE LOT OBTAIN A CERTIFICATE OF 423 16 448 377 371 430 431 S 25° 44' 00" E (Survey) DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. OCCUPANCY. 420 459 S 26° 00' 00" E (Deed) 421 426 379 · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN 424 425 376 398 ENGINEERING". ALL RIGHTS RESERVED. 97.87' 486 378 396 490 489 487 427 461 · AUTHORIZATION No. 130827 469 460 395 397 sp 485 409 488 491 428 470 462 380 REVISIONS Remains of A 468 410 399 CuD 492 541 543 542 540 539 538 484 429 466 463 464 407 381 382 394 400 5 493 544 476 471 412 408 383 392 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 CtC 551 405 401 CrC 390 180 465 FEBRUARY 6, 2026 546 545 411 N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION 550 483 CrC 482 481 472 467 404 403 393 384 36.28' 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 495 549 528 406 388 548 547 478 N 35° 22' 00" W DRIP LINE 389391 Sh 527 385 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 480 473 474 419 60.40' 494 529 413 349 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: R=293.51' 497 415 CLEARING AND 533 521 156 347 GRADING L=112.50' 566 498 510 536 209 416 333 SECTION: 44.17 532 Stone Wall 567 535 523 332 346 15 562 499 512 524 414 BLOCK: 1 0 502 509 158 155 0 S 31° 51' 50" W (Survey) 531 159 154 210 17 344 513 208 337 338 LOT: 6 & 11 S 31° 35' 50" W (Deed) 564 500 508 345 PROPOSED TREES TO BE CrC 561 516 517 519 160 343 341 REMOVED TYP. PROPOSED 126.47' (Survey) 501 514 207 475 SUBLOT: ----- GRADING 563 150 151 331 505 206 135.26 (Deed) 560 518 152 402 DRAWN BY: AD 342 503 515 147 144 153 213 336 339 327 Tax Lot 44.17-1-16 5' d e 507 149 212 330 riv 328 osed 558 506 161 334 N/F Reid Gearhart CHECKED: KS/PMB MIN. 137 204 203 171.00' ' p 559 145 520 tD 0.00 x e 163 & Tiziana Mohorovic 5 ly E at l 504 139 146 205 340 rt 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, sp 320 556 EXPIRATION DATE: 03-31-2027 10 etal 197 201 211 217 325 319 Page #339 DATE: JANUARY 22, 2025 M ll A 140 141142 143 165 221 PATRICK M. BELL, P.E. a 135 134 214 216 324 317 318 JOB #: 240601 LICENSE #087679 W 555 166 202 220 ne 52 168 199 200 321 10'' CMP o 51 167 196 198 St e 552 133 193 160 316 315 Inv=137.28 lt Driv C N N 100 222 Sh 194 215 322 314 DRIP LINE 554 103 99 171 186 323 SNOW FENCE 102 101 192 53 54 50 129 132104 98 313 Aspha 172 195 189 191 223 187 312 224 553 128 131 94 93 173 188 190 242 226 231 N N N N 35° 42' 00" W 50' Wide Right of Way 49 105 97 174 244 243.86' (D vey) 41 42 96 183 230 eed) Per Deed Liber 2120, Page 12 47 55 95 181 243 240 184 NAL N N N C N L N ur 40 109 245 225 243.23' (S 110 92 229 48 56 43 182 241 227 228 106 107 CrC 126 185 233 170 CuD 57 111 91 180 239 232 127 246 CrC 234 CORD FENCE Tax Lot 44.17-1-6 58 59 44 46 45 108 89 90 CrC 176178 179 256 238 235 300 311 39 Arlo Lane 125 255 248 247 298 BOARD FENCE Tax Lot 44.17-2-3 249 Cortlandt Manor, New York 10567 N/F Anne Sumers 60 120 122 124 175 301 309 310 307306 88 299 CrC 61 121 112 177 257 237 CORRECT METHODS OF TREE FENCING 130 250 108.96' Deed Control # 39 62 115 87 Stone Wall 442250322 38 123 86 254 295 294 236 308 EXISTING CONDITIONS / TREE AND ROOT PROTECTION 118 258 293 302 e 116 114 253 251 259 305 TREE REMOVAL PLAN 37 117 292 Driv 1. CONSTRUCTION EQUIPMENT, TRUCKS OR OTHER VEHICLES SHOULD 113 150 260 303 Sh NOT BE PARKED OR OPERATED UNDER THE CANOPY OF TREES 13 252 270 TO BE SAVED. Frame 12 N 50° 37' 00" E 66 70 71 82 297 269 304 t 85 l 2. PETROLEUM PRODUCTS AND CHEMICALS SHOULD NOT BE STORED, 119 290 a Shed 65 16 84 296 291 287 40" E N 36° 57' 00" W SPILLED, OR DUMPED UNDER PROTECTED TREE CANOPIES. 41.26' 0 sph 3. EXCAVATION OR STOCKPILING BENEATH PROTECTED TREES IS NOT 1 6 14 67 68 69 26 36 72 83 81 289 288 284 SUBDIVISION & ACCEPTABLE. 267 A 11 5 19 30 1 4 0 283 SITE DEVELOPMENT PLAN S 28° 14' 4. IN NO CASE SHALL BOARDS OR FENCES BE NAILED TO PROTECTED 64 25 266 CrC 15 80 282 TREES. 2 100 9 15 63 21 23 24 28 261 268 271 275 286 N.T.S. 3 7 8 16 Wall 17 Stone 18 20153.35' 22 27 35 29 34Stone Wall 127.92' 73 74 75 79 Guy 273 274 285 FOR N 55° 43' 00" E 262 263 264 265 276 TREE PROTECTION FENCING INSTALLATION N 31° 21' 00" E N 56° 26' 00" E Wire 182.80' 272 281 280 77 MONTROSE STATION, LLC 4 33 76 78 N 60° 15' 00 Properties Not Contiguous N 53° 26' 00" E 91.39' 32 31 77 "E 277 - Overlap Exists N 42° 45' 00" E Drain Inlet 279 Stone Wall altStone 36.37' N 53° 38' 00" E Rim=145.17 23.03' s p h 60.82' ll fA MONTROSE STATION ROAD Wa UPo278 N 37° 28' 00" E Masonry le LOCATION: eo Pier Edge of Asphalt Edg 33.36' Typ. one 77 MONTROSE STATION ROAD Stone St UPole WATER Edge of Asphalt alt Typ. VALVE TYP TOWN OF CORTLANDT, NEW YORK Retaining Wall fA sph EXISTING CONDITIONS / HYDRANT eo Edg TREE REMOVAL PLAN SHEET 2 OF 8 EX-2.1 SCALE: 1" = 40' Page 136 ) ed ) ' ( De rvey TREE TABLE 7 35 Su 7. 73'( 6 5. N 50 68 PROPOSED LOT 2 PROPOSED LOT 3 TOTAL ° 49 EXISTING TREES 248 254 502 ' 50" TREES TO BE REMOVED 150 67 217 W Cortlandt TREES TO REMAIN 98 187 285 ' .35 TR A 84 VI SITE S RD LN Wire Fence 138 N I O AT Stone Wall = EXISTING TREE TO REMAIN ST .29' SE RO NT O M 5' = EXISTING TREE TO BE REMOVED 34.0 Frame Shed e = TREE RECOMMENDED FOR REMOVAL BY SAV-A-TREE riv lD PER OCT. 3, 2024 REPORT (TOTAL # = 107) ve OA KR ra ' .00 D G 3 L RD 11 GE HIL COLLE e LOCATION MAP SCALE: 1" = 600' Lin g e on Al riv ly D ral e ne lt sG ha ne sp to A EX tS IS RE 5-BD TIN en SI R G itt DE M S APPROXIMATE NC N rm 62.02' E e LOCATION OF Int UNDERGROUND PROPANE TANK ' l .12 al 88 88 S W C ' e EX 19.87' on W GA IST ' " .32 St ' 00 RA ING GE 96 ° 43 20 S S N APPROXIMATE LOCATION e Stone Wall m e OF WATER SERVICE r a rag 351 SHUT OFF VALVE F a 40 0 20 40 G S C APPROXIMATE LOCATION OF EXISTING 1" TYPE K 352 50' COPPER WATER SERVICE 353 SCALE: 1" = 40 FT. 356 354 STONE WALLS TYP. 357 N 36° 13' 00" W 358 OWNER/APPLICANT EXPANSION Edge of Drive e 355 AREA 100% riv West 3.00'+/- tD 359 ll 1 ive 6.7 458 al a 77 MONTROSE STATION, LLC 17 4 442 457 Dr 6.4 1 17 ph 363 6.0 W lt 441 360 7 17 455 1340 BAPTIST CHURCH ROAD 5.6 ne a 362 17 2 As 5.5 ph 17 9 YORKTOWN HEIGHTS, NY 10598 5.1 o s St 0 17 443 456 361 5.0 A 452 17 ' 40 367 EXISTING 100% EXPANSION ' 454 40 4' 365 ' 40 439 5 AREA FOR EXISTING HOUSE 2. 445 ' 40 453 ' 0 444 40 438 1440 451 370 ' 40 37 LF 364 368 ' 41 0 437 37 LF 366 LF 16 450 ' 41 446 372 37 LF EXISTING SEPTIC AREA FOR · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 436 369 37 LF 422 433 434 435 373 PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF 432 447 449 374 375 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF FILE No. C2025-12 sphalt Drive 24 0 423 37 LF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 16 448 1. 377 371 430 431 37 S 25° 44' 00" E (Survey) 67 459 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 37 S 26° 00' 00" E (Deed) 420 421 426 ' 37 379 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LF 424 425 376 398 LF 97.87' · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. 378 396 68 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 .2 469 395 397 6 485 409 ' PROPOSED LOT 1 491 488 428 470 462 380 Remains of A 468 410 399 245,821 SF 541 463 381 382 REVISIONS 492 543 542 540 539 538 484 429 464 394 400 493 466 407 5 544 476 471 412 408 383 392 551 405 390 401 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 0 465 4 1 8 546 550 545 483 411 N 51° 26' 00" E 482 481 472 467 404 403 393 36.28' 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 384 495 549 528 406 388 548 547 478 N 35° 22' 00" W 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 527 385 389391 LIMIT OF DISTURBANCE FOR 480 473 474 419 60.40' 494 529 413 PROPOSED 349 LOTS 2 AND 3 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 37 LF ROOF LEADER DISCHARGE 530 526 417 PROPOSED LOT LINES (TYP.) 387 (±77,100 SF / 1.7 AC) 386 37 LF LF PIPE 4" PVC SDR 35 565 496 522 477 37 LF 511 534 479 350 # REASON DATE 525 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 37 LF 7' 5 INTO CULTECS 160.5 .1 156 347 MUNICIPAL TAX IDENTIFICATION: 37 L3F 7' 533 521 209 416 0 29 566 498 536 L=112.50' 510 37 L3F 7' PROPOSED (4) CULTEC 532 333 37 SECTION: Stone Wall 535 523 332 346 44.17 567 37 330XLHD RECHARGER 512 15 562 499 524 414 37 LF 37' 0 INFILTRATORS 502 509 158 155 0 3 531 154 210 17 344 BLOCK: 1 LF 37' S 31° 51' 50" W (Survey) 159 338 564 17 513 208 337 PROPOSED TREES TO BE S 31° 35' 50" W (Deed) 500 508 0 345 LOT: 6 & 11 FOOTING DRAIN DISCHARGE 561 516 517 519 160 343 341 REMOVED TYP. 126.47' (Survey) 501 514 207 PROPOSED LOT 3 331 PIPE 4" PVC SDR35 563 505 DECK 150151 475 97,001 SF SUBLOT: ----- 135.26 (Deed) INV. 160.0 560 518 152 206 402 147 336 339 342 503 515 144 153 213 327 DRAWN BY: AD se d ve PROPOSED 507 4-BEDROOM 149 161 212 330 328 o r i 558 137 506 +170.8 204 203 334 Exp ed 145 520 0' 559 RESIDENCE CHECKED: KS/PMB 50.0 lly ugat t D 504 146 163 205 340 r t ia rr a l 136 138 GARAGE 171.0 139 PROPOSED 148 329 326 Pa " Co Pipe h 557 1ST FL 172.5 ASPHALT 170 169 164 218219 PROJECT: 77 MONTROSE STATION RD 335 sp 162 320 336.83' 10 etal 556 BASEMENT 162.5 DRIVEWAY 197 201 211 217 325 319 M l l A 140 141142 143 165 221 DATE: AUGUST 20, 2025 EXPIRATION DATE: 03-31-2027 a 135 172.0+ 214 216 324 317 318 PATRICK M. BELL, P.E. 168 W 134 166 202 220 JOB #: 240601 LICENSE #087679 555 ne 199 200 52 WALKWAY 168 321 10'' CMP o 51 167 196 198 164 PROPOSED (4) CULTEC t Drive 552 133 193 60 316 315 Inv=137.28 S 100 1 222 17 330XLHD RECHARGER 194 215 0 314 C N N 322 INFILTRATORS 554 99 186 54 103 102 101 171 192 323 lt 53 1 50 7 0 129 132104 98 313 Aspha 172 195 189 191 223 187 312 ROOF LEADER DISCHARGE 128 190 224 553 173 PIPE 4" PVC SDR35 156 94 226 231 131 93 188 242 DECK INV OUT 160.0 N N N N 35° 42' 00" W 49 105 97 174 244 243.86' (D vey) 41 42 96 183 230 eed) 47180 55 181 243 240 INTO CULTECS 154.5 95 184 ur 158 40 109 245 PROPOSED 4-BEDROOM225 NAL N N N C N L N 243.23' (S 110 PROPOSED 92LOT 2 229 48 56 43 182 PROPOSED 241RESIDENCE 227 228 PROPOSED LOT LINES 126 106 107 80,891 SF GARAGE 162.0 160 ASPHALT 233 185 170 (TYP.) 91 180 DRIVEWAY 1ST FL 163.5 57 127 160 111 PROPOSED ACCESS & UTILITY 246 239 234 232 58 59 44 45 108 BASEMENT 153.5 311 90 EASEMENT FOR THE BENEFIT 0 256 161.8+ 238 FOOTING DRAIN 89 OF LOT 3 OVER LOT 2 176178 1 179 46 7 235 300 199.48' 125 255 160 248 247 298 163.0+ DISCHARGE PIPE 39 Arlo Lane 249 4" PVC SDR35 EXISTING PROPERTY LINE TO 60 120 122 124 175 168 WALKWAY 301 309 310 307306 INV. 151.0 Cortlandt Manor, New York 10567 BE REMOVED. TAX LOTS 6 AND 61 112 88 257 299 121 177166 250 237 11 TO MERGE. LINE TO COVERT 130 108.96' 39 62 115 87 6 4 Stone Wall TO 50' RIGHT OF WAY LINE 38 1 ' 254 0 123 86 1326.96 295 294 236 308 14 118 1 6 258 293 302 e 116 114 253 251 259 305 TREE REMOVAL OVERLAY 37 117 292 Driv 113 160 150 13 158 252 260 270 303 15 0 Frame 70 71 82 297 269 304 70.54' 12 N 50° 37' 00" E 66 alt W 119 16 ' 45 " 85 84 290 287 Shed 65 296 291 40" E 2 N 36° 57' 00" W 41.26' 0 5 sph 6° 289 1 67 68 69 26 S3 81 288 6 14 36 72 83 267 284 SUBDIVISION & A 5 11 19 30 140 283 S 28° 14' 64 S 34° 17' 00" 25 150 266 282 2 7 15 10 0 9 15 63 21 22 23 25.39' 24 E 27 28 35 59.05' 72.32' 79 80 261 268 271 275 286 SITE DEVELOPMENT PLAN 3 8 29 34Stone 74 75 16 Wall 17 Stone 18 20153.35' N 55° 43' 00" E Wall 127.92' 73 N 56° 26' 00" E Guy Wire 262 263 264 265 182.80' 272 273 274 276 285 281 FOR N 53° 26' 00" E N 31° 21' 00" E 4 32 31 33 76 78 N 60° 15' 00 "E 280 77 MONTROSE STATION, LLC 91.39' Drain Inlet 77 277 279 36.37' N 42° 45' 00" E lt N 53° 38' 00" E Rim=145.17 Stone Wall 5 0 a h Stone Asp Masonry 23.03' 1 60.82' N 37° 28' 00" E a ll f MONTROSE STATION ROAD UPo278le W e o Pier Edge of Asphalt 33.36' g Ed Typ. LOCATION: ne Edge of Asphalt S to Stone UPole WATER 77 MONTROSE STATION ROAD lt pha Retaining Wall Typ. VALVE TYP A s APPROXIMATE LOCATION OF TOWN OF CORTLANDT, NEW YORK e of HYDRANT EXISTING WATER METER PIT Edg 140 FOR 77 MONTROSE STATION RD (LOT 1) ENTRANCE SHALL BE LOCATED AT HIGH POINT SHEET 3 OF 8 TP-2.2 Page 137 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 DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL ° 49 (%) 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 ' .35 TR A TOPSOIL VI D5 0" TO 8" 84 SITE S FINE SANDS W/ STONE, MOD. TO NONE RD LN D6 8" TO 84" SOILS TESTING WAS CONDUCTED BY N Wire Fence 138 HIGHLY COMPACTED CRONIN ENGINEERING AND WITNESSED BY I O AT ST Stone Wall 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 D12 8" TO 84" HIGHLY COMPACTED SOILS TESTING WAS CONDUCTED BY Shed CRONIN ENGINEERING AND WITNESSED BY e riv LOT 3 2.23 10% 1 TO 5 184 LF 125 LF 1 FT 110 N/A N/A THE WCDH. DEEP TESTING WAS lD TOPSOIL CONDUCTED ON NOVEMBER 4, 2024 FOR ve 0" TO 8" THE PRIMARY AND EXPANSION AREAS. OA KR D11 FINE SANDS W/ STONE, MOD. TO NONE ra D 0' 8" TO 72" HIGHLY COMPACTED 3.0 G GE HIL L RD COLLE 11 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, P.E., P.C. AND WITNESS BY THE WCDH. DEEP TESTING WAS CONDUCTED ON NOVEMBER 8, 2024. PERCOLATION TESTING WAS CONDUCTED ON NOVEMBER 11 & 12, 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. e LOCATION MAP SCALE: 1" = 600' Lin g 30 R RE RD ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) on e YA ' l riv A l yA D MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM r al ne lt LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD BUILDING COVERAGE MINIMUM BUILDING FLOOR AREA LOT DESCRIPTION e Tax Lot 44.17-1-12 ha (FT) LANDSCAPE COVERAGE (SF) (FT) (FT) (FT) (FT) (SF) (SF) Tax Lot 44.17-1-9 & 10 G N/F Thomas H. Hintze n es sp N/F Eugine M. Cesar-Fabian & Marie Fabian REQUIRED 80,000 200 2 12 STORIES 50 30 30 65% FAR 70% OF 50% OF FLOOR AREA OF Irrevocable Trust to A EX tS or 35 FT. LOT AREA PRINCIPAL BUILDING IS RE 5-BD TIN en SI R G itt DE M S APPROXIMATE NC N 42,058 rm EXISTING LOT 44.17-1-6 174 N/A N/A N/A N/A N/A ±92 N/A 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 ' l .12 al 88 88 S W C PROPOSED SUBDIVISION LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - ' e EX 19.87' "W n GA IST 2' 0 to RA ING .3 PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 86 32 <65% FAR ±91 - '0 S GE 96 3 °4 20 30' S PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - S N SIDE YARD ' 1 70 375.00' APPROXIMATE LOCATION e Stone Wall m e OF WATER SERVICE r a rag SHUT OFF VALVE F a 40 0 20 40 OWNERS CERTIFICATION G S 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 N/F Thomas H. Hintze Edge of Drive e D ________________________________________________ riv Irrevocable Trust West 3.00'+/- AR PROPOSED OWTS ON 50' MARK GIORDANO tD TY PRIMARY AREA ll ive 77 MONTROSE STATION, LLC l a ha r lt D FR TOWN OF CORTLANDT APPROVAL W 1340 BAPTIST CHURCH ROAD p ne ha As PROPOSED OWTS p YORKTOWN HEIGHTS, NY 10598 t o As THE DEPARTMENT HEAD SIGNATURES INDICATE THAT THIS DRAWING OR SET OF S EXPANSION AREA EXISTING 100% EXPANSION 4' AREA FOR EXISTING HOUSE DRAWINGS IS CONSISTENT WITH THE PLANNING BOARD RESOLUTION OF APPROVAL AND 2. 5 WITH THE GENERAL REQUIREMENTS AND POLICIES OF THE TOWN OF CORTLANDT FOR 10 Tax Lot 44.17-1-11 37 LF WHICH THE DEPARTMENT HEAD IS RESPONSIBLE. THE PROJECT DESIGN INCLUDING ALL · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 37 LF LF 37 LF PUBLIC HEALTH AND SAFETY CONSIDERATIONS ARE SOLELY THE RESPONSIBILITY OF EXISTING SEPTIC AREA FOR UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF THE DESIGN PROFESSIONAL WHO HAS SIGNED AND SEALED THE DRAWINGS. PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 37 LF sphalt Drive 24 FILE No. C2025-12 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF REVIEWED BY THE DEPARTMENT OF ENVIRONMENTAL SERVICES 1. SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 37 S 25° 44' 00" E (Survey) 67 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 ' S 26° 00' 00" E (Deed) 37 LF · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN LF 97.87' ENGINEERING". ALL RIGHTS RESERVED. 68 __________________________________________________________________________ · AUTHORIZATION No. 130827 .2 DIRECTOR DATE 6' PROPOSED LOT 1 PROPOSED OWTS REVISIONS Remains of A PRIMARY AREA RE 0' YA AR 245,821 SF REVIEWED BY THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT RD 3 5 __________________________________________________________________________ PROPOSED OWTS 4 REVISE PER WCDH 5-21-26 REVIEW COMMENTS JUNE 17, 2026 DIRECTOR DATE EXPANSION AREA N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 30' 36.28' REVIEWED BY THE PLANNING BOARD ENGINEER SIDE 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 N 35° 22' 00" W PROPOSED SEPTIC TANK YARD AND PUMP CHAMBER 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 60.40' 37 L F __________________________________________________________________________ PROPOSED LOT LINES (TYP.) 37 LF 30 AR LF RE ARD # REASON DATE 37 LF ' Y ENGINEER DATE 37 LF R=293.51' ' 37 LF 7' 15 MUNICIPAL TAX IDENTIFICATION: 37 L3F 7' . L=112.50' 90 37 L3F 7' APPROVED BY RESOLUTION No.________ OF THE PLANNING BOARD OF THE TOWN OF 2 SECTION: 44.17 37 Stone Wall 37 CORTLANDT, NEW YORK ON THE ________ DAY OF ________________, 20____ SUBJECT 37 BLOCK: LF 37' 1 3 TO ALL REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. LF 37' S 31° 51' 50" W (Survey) 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. 126.47' (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 CHECKED: KS/PMB 171.00' 0' xp e D RESIDENCE 50.0 ly E at & Tiziana Mohorovic _________________________________________________________ r tial rrug alt GARAGE 171.0 PROPOSED PROJECT: 77 MONTROSE STATION RD CHAIRPERSON OF THE PLANNING BOARD Pa " Co Pip e 1ST FL 172.5 ph ASPHALT 30' Deed Liber #12229, 336.83' 10 etal s BASEMENT 162.5 DRIVEWAY SIDE Page #339 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 M ll A PROPOSED SEPTIC TANK WCDH APPROVAL REARD PATRICK M. BELL, P.E. 30' R YARD a YA AND PUMP CHAMBER W JOB #: 240601 LICENSE #087679 e WALKWAY on EXISTING PUBLIC WATER / PROPOSED SEPARATE SEWAGE TREATMENT SYSTEM 10'' CMP St Drive APPROVED PURSUANT TO CHAPTER 873, ARTICLE X, SECTIONS 873.951 AND 873.1011 Inv=137.28 AND ARTICLES VII AND VIII OF THE WESTCHESTER COUNTY SANITARY CODE SUBJECT TO THE PROVISION OF PUBLIC WATER SUPPLY AND SEPARATE SEWAGE TREATMENT C N N lt FACILITIES TO SERVE EACH HABITABLE BUILDING HEREAFTER CONSTRUCTED. THESE 30' 30' Aspha 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 DECK N N N N 35° 42' 00" W 50' Wide Right of Way CONSTRUCTION OF SUCH BUILDING. 243.86' (D vey) eed) Per Deed Liber 2120, Page 12 EACH PURCHASER OF PROPERTY SHOWN HEREON SHALL BE FURNISHED A TRUE COPY ur NAL N N N C N L N OF THIS PLAT SHOWING THIS ENDORSEMENT. ANY ERASURES, CHANGES, ADDITIONS, 243.23' (S PROPOSED 4-BEDROOM PROPOSED LOT 2 OR ALTERATIONS OF ANY KIND, EXCEPT THE ADDITION OF SIGNATURES OF ANOTHER PROPOSED RESIDENCE PROPOSED LOT LINES 80,891 SF APPROVING AUTHORITY AND THE DATE THEREOF MADE ON THIS PLAT AFTER THIS 30' ASPHALT GARAGE 162.0 30' SIDE (TYP.) DRIVEWAY 1ST FL 163.5 APPROVAL, SHALL INVALIDATE THE APPROVAL. PROPOSED ACCESS & UTILITY SIDE YARD 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 __________________________________________________________________________ Tax Lot 44.17-2-3 APPROVED BY THE ASSISTANT COMMISSIONER OF HEALTH DATE N/F Anne Sumers EXISTING PROPERTY LINE TO WALKWAY Cortlandt Manor, New York 10567 BE REMOVED. TAX LOTS 6 AND ON BEHALF OF THE DEPARTMENT OF HEALTH 11 TO MERGE. LINE TO COVERT 108.96' Deed Control # PROPOSED 1" Stone Wall TO 50' RIGHT OF WAY LINE TYPE K COPPER ' 442250322 .96 190' 136 WATER SERVICE PRELIMINARY SUBDIVISION PLAT rive lt D Frame 70.54' N 50° 37' 00" E W 45" pha 99' Shed 52' 40" E N 36° 57' 00" W 41.26' 6° FRONT S3 SUBDIVISION & YARD 50' As S 28° 14' PROPOSED 1" SITE DEVELOPMENT PLAN FRONT S 34° 17' 00" E YARD TYPE K COPPER 50' 25.39' 59.05' FOR 72.32' WATER SERVICE Stone Wall 153.35' Stone Wall 127.92' Guy N 55° 43' 00" E N 56° 26' 00" E Wire 77 MONTROSE STATION, LLC FRO RD 182.80' 50' T N N 31° 21' 00" E Properties Not Contiguous A N 60° 15' 00 Y N 53° 26' 00" E 91.39' "E Drain Inlet - Overlap Exists N 42° 45' 00" E t Stone Wall hal Stone 36.37' N 53° 38' 00" E Rim=145.17 23.03' ll Asp 60.82' MONTROSE STATION ROAD Wa Masonry of UPole N 37° 28' 00" E 33.36' e Ed ge Pier Edge of Asphalt Typ. LOCATION: Stone S ton t UPole WATER Edge of Asphalt 77 MONTROSE STATION ROAD Retaining Wall sp hal Typ. VALVE TYP PROPOSED WATER TOWN OF CORTLANDT, NEW YORK of A APPROXIMATE LOCATION OF SHUTOFF VALVE & PROPOSED WATER HYDRANT APPROX. LOCATION OF EXISTING 16"Ø CAST IRON e EXISTING WATER METER PIT WATER METER PIT Edg SHUTOFF VALVE & WATER MAIN (NWJWW TRANSMISSION MAIN) SP-3.1 FOR 77 MONTROSE STATION WATER METER PIT MONTROSE IMPROVEMENT DISTRICT SERVICE RD (LOT 1) ENTRANCE SHALL BE LOCATED AT HIGH POINT AREA SHEET 4 OF 8 Page 138 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART PIPE CHART IMPERVIOUS AREA ) ed ) PROPOSED IMPERVIOUS ' ( De rvey LENGTH OF FIELDS REQUIRED PIPE LOCATION TYPE EXISTING IMPERVIOUS (LOT1) 35 Su SLOPE DEEP TEST DESCRIPTION (LF) BANK RUN FILL 4"Ø SOLID PVC SDR35 (LOT 2 + LOT 3) 7. 3'( LOT OF PERCOLATION WATER IMPERVIOUS ROOF LEADERS 67 5.7 DRIVEWAY 20,520 SF. 8,360 SF N 50 LOT # AREA OWTS RATE ELEVATION CURTAIN LAYER REMARKS @ 1% MIN SLOPE 68 (IN. BELOW PER EACH DRAIN (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL FOOTING DRAINS 4"Ø PERFORATED HDPE FRAME SHED 295 SF 0 ° 49 (%) NUMBER RESIDENCE (IN) (CY) BEDROOM 4"Ø SOLID HDPE DETACHED GARAGE 671 SF 0 ' 50" FOOTING DRAIN DISCHARGE Tax Lot 44.17-2-1 EXISTING HOUSE. @ 1% MIN SLOPE SEE WCDH PERMIT HOUSE AND GARAGE 1,797 SF 5,600 SF N/F Michael Simmon W LOT 1 5.64 2% N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A APPLICATION FOR OWTS & Jennifer Budner Cortlandt WATER SERVICE 1"Ø TYPE "K" COPPER PATIO 720 SF 384 SF (WCDH FILE#C2025-12) WALKWAY 0 668 SF ' .35 TR WATER METER NEPTUNE T-10 WATER METER A D5 TOPSOIL VI 0" TO 8" SOILS TESTING WAS CONDUCTED BY 84 TOTAL 24,003 SF 15,012 SITE S D6 FINE SANDS W/ STONE, MOD. TO NONE RD LN 8" TO 84" CRONIN ENGINEERING AND WITNESSED BY BY UTILITY COMPANY, TO BE N Wire Fence 138 D9 HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS UTILITIES AT I O UNDERGROUND ST Stone Wall LOT 2 1.86 2% 1 TO 5 184 LF 45 LF N/A N/A N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR SE .29' THE PRIMARY AND EXPANSION AREAS. RAW SEWER LINE 4"Ø SOLID PVC SDR35 RO TOPSOIL NT D7 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED TO SEPTIC SYSTEM @ 2% MIN SLOPE M O FINE SANDS W/ STONE, MOD. TO NONE D8 8" TO 96" FOR LOT 2. HIGHLY COMPACTED SOIL DATA NOTES 34.0 5' D10 0" TO 8" TOPSOIL SOILS TESTING WAS CONDUCTED BY Frame FINE SANDS W/ STONE, MOD. TO NONE D12 8" TO 84" CRONIN ENGINEERING AND WITNESSED BY Shed HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, AND WITNESS BY THE WCDH. DEEP e LOT 3 2.23 10% 1 TO 5 184 LF 45 LF 1 FT 110 N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR TESTING WAS CONDUCTED ON NOVEMBER 4, 2024. PERCOLATION TESTING WAS CONDUCTED ON riv TOPSOIL THE PRIMARY AND EXPANSION AREAS. NOVEMBER 6 AND 7, 2024. lD ve OA 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY KR D11 FINE SANDS W/ STONE, MOD. TO NONE ra D ' 0 8" TO 72" FOR LOT 3. CRONIN ENGINEERING, THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. 3.0 HIGHLY COMPACTED 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO FILE ON RECORD SHOWING NUMBER OF BEDROOMS. G GE HIL L RD COLLE 11 ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) e LOCATION MAP SCALE: 1" = 600' PROPOSED DISTURBANCE Lin MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM REAR YARD MINIMUM LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD BUILDING COVERAGE BUILDING FLOOR AREA LANDSCAPE COVERAGE g e lon (SF) (FT) (FT) (FT) (FT) (FT) (SF) (SF) PROPOSED DISTURBANCE 77,100 SF y A riv 1 2 2 STORIES 70% OF 50% OF FLOOR AREA OF ll D REQUIRED 80,000 200 or 35 FT. 50 30 30 65% FAR LOT AREA PRINCIPAL BUILDING PROP. WETLAND DISTURBANCE 0 SF e ra PROPOSED WETLAND BUFFER e n lt Tax Lot 44.17-1-12 0 SF Tax Lot 44.17-1-9 & 10 G ha es DISTURBANCE N/F Eugine M. Cesar-Fabian sp EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A N/F Thomas H. Hintze n & Marie Fabian Irrevocable Trust to A EX tS IS RE 5-BD TIN en EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - SI R G itt APPROXIMATE DE M NC rm E 62.02' 245,821 e LOCATION OF Int PROPOSED SUBDIVISION LOT 1 332 <35 170 62 113 <65% FAR ±91 - UNDERGROUND PROPANE TANK ' PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 86 32 <65% FAR ±91 - l .12 al 88 88 W ' ne PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - EX 19.87' W GA IST ' 0" to .32 RA ING '0 S GE 96 3 °4 TOWN OF CORTLANDT SITE PLAN NOTES S 20 375.00' 1. AS PART OF THE BUILDING PERMIT PROCESS FOR THE INITIAL DEVELOPMENT OF ALL SINGLE FAMILY LOTS AN INDIVIDUAL SITE APPROXIMATE LOCATION e Stone Wall DEVELOPMENT PLAN SHALL BE SUBMITTED TO DIVISION OF CODE ADMINISTRATION AND ENFORCEMENT FOR APPROVAL BY THE m e OF WATER SERVICE r a rag 351 DIRECTOR OF TECHNICAL SERVICES IN COMPLIANCE WITH ALL LOCAL ORDINANCES, INCLUDING AMONG OTHERS, THE TOWN'S SHUT OFF VALVE F a 40 0 20 40 WETLAND ORDINANCE AND STEEP SLOPE ORDINANCE AND INCLUDING SOIL EROSION AND DUST CONTROLS AND STORMWATER G 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 50' 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 STONE WALLS TYP. 357 N 36° 13' 00" W AN "AS BUILT" SURVEY HAS BEEN SUBMITTED TO AND APPROVED BY THE DIRECTOR OF TECHNICAL SERVICES. THE "AS BUILT" 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 Edge of Drive e 355 riv WCDH NOTES Irrevocable Trust West 3.00'+/- PROPOSED OWTS tD PRIMARY AREA DT2 359 ll ive 77 MONTROSE STATION, LLC 458 al 1. THERE ARE NO EXISTING OR PROPOSED WELLS LOCATED WITHIN 200 FEET AT A LOWER ELEVATION AND IN A DIRECT LINE WITH THE a r 442 457 ph lt D GROUNDWATER FLOW OR WITHIN 100 FEET IN ANY DIRECTION TO THE PROPOSED OWTS AREA UNLESS OTHERWISE SHOWN HEREON. W 441 DT3 363 360 1340 BAPTIST CHURCH ROAD 455 ne ha 362 As 2. ALL COMPONENTS OF THE OWTS AND CONSTRUCTION TECHNIQUES OF SAME ARE TO BE IN ACCORDANCE WITH THE LATEST PROPOSED OWTS p YORKTOWN HEIGHTS, NY 10598 WESTCHESTER COUNTY DEPARTMENT OF HEALTH "RULES AND REGULATIONS FOR THE DESIGN AND CONSTRUCTION OF t o As 443 456 361 RESIDENTIAL SUBSURFACE TREATMENT SYSTEMS AND DRILLED WELLS IN WESTCHESTER COUNTY, NY" AND ANY OTHER RULES AND S EXPANSION AREA 452 EXISTING 100% EXPANSION REGULATIONS THAT MAY APPLY. 4' 454 367 3. THE OWTS AREAS MUST BE ISOLATED AND EFFECTIVELY PROTECTED AGAINST DAMAGE BY EROSION, 439 2 .5 365 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 Tax Lot 44.17-1-11 370 37 LF AREA SHALL BE REPAIRED BEFORE APPROVAL IS GRANTED. 364 368 0 437 37 LF 366 LF 16 4. EXPANSION AREAS FOR ALL LOTS SHALL REMAIN UNDISTURBED AS MUCH AS IS PRACTICABLE. 450 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 372 37 LF 5. THE EXISTING ON-SITE WASTEWATER TREATMENT SYSTEM FOR LOT 1 WAS INSPECTED BY THIS OFFICE AND APPEARED TO BE EXISTING SEPTIC AREA FOR 369 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF DT5 373 OPERATING SATISFACTORILY AT THE TIME OF INSPECTION. NO IMPROVEMENTS OR CHANGES PROPOSED. 422 PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH 37 LF 449 374 375 FILE No. C2025-12 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 6. THE PROPERTY IS SUBJECT TO LOCAL WETLAND REGULATIONS, IF ANY. halt Drive 24 0 423 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF 16 448 1. 377 371 37 NOTES SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE S 25° 44' 00" E (Survey) DT9 DT8 67 459 37 S 26° 00' 00" E (Deed) 420 421 426 ' DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 379 LF 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 · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. LF 97.87' 378 396 68 CERTIFICATE OF OCCUPANCY 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 DT6 .2 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT FOUNDATION SURVEY TO THE TOWN OF CORTLANDT PRIOR TO FRAMING. 469 395 397 sp 6' 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT CENTERLINE DRIVEWAY PROFILE WITH SLOPES/GRADES TO THE TOWN OF CORTLANDT PROPOSED OWTS 485 409 PROPOSED LOT 1 491 488 428 470 462 380 REVISIONS Remains of A PRIOR TO PAVING. 245,821 SF PRIMARY AREA 468 410 399 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 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 PROPOSED OWTS 471 392 401 551 0 465 405 390 4 REVISE PER WCDH 5-21-26 REVIEW COMMENTS JUNE 17, 2026 TO TOWN'S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE FORWARDED TO THE TOWN'S PLANNING BOARD EXPANSION AREA 546 545 18 ENGINEER FOR REVIEW AND APPROVAL. 550 483 411 N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 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 36.28' ENGINEER THAT THE COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING 495 549 406 388 NOVEMBER 20, 2025 548 547 478 2 LABELLA COMMENTS DATED 10-07-2025 N 35° 22' 00" W PROPOSED SEPTIC TANK 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 480 473474 419 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 60.40' 494 413 349 37 LF BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND ROOF LEADER DISCHARGE 417 PROPOSED LOT LINES (TYP.) 386 387 37 LF LF BUILDING CODE. PIPE 4" PVC SDR 35 565 496 477 # REASON DATE 37 LF 8. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN 479 350 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 37 LF OF CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. INTO CULTECS 160.5 15 MUNICIPAL TAX IDENTIFICATION: 156 347 37 LF 9. THERE SHALL BE NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK CRUSHER OR SIMILAR EQUIPMENT ON SITE. 0. DT11 416 L=112.50' 566 498 209 37 LF 9 DT12 10. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES (DOES). PROPOSED (4) CULTEC 2 333 SECTION: 44.17 37 Stone Wall 332 346 37 11. PROVIDE 10-FOOT SEPARATION BETWEEN WATER AND OTHER SERVICES. 330XLHD RECHARGER 15 562 414 37 BLOCK: LF 12. ROOF AND FOOTING DRAINS SHALL BE 2 SEPARATE PIPES. ROOF LEADERS SHALL BE DIRECTED TO PROPOSED STORMWATER BEST 0 INFILTRATORS 158 155 0 1 154 210 17 344 LF MANAGEMENT PRACTICES. FOOTINGS SHALL DAYLIGHT TO ENERGY DISSIPATORS (LEVEL SPREADERS) AWAY FROM STEEP SLOPES. S 31° 51' 50" W (Survey) 338 17 208 337 S 31° 35' 50" W (Deed) 0 345 LOT: 6 & 11 343 341 STEEP SLOPE NOTES 126.47' (Survey) FOOTING DRAIN DISCHARGE PIPE 4" PVC SDR35 561 DECK 160 207 475 PROPOSED LOT 3 97,001 SF 331 SUBLOT: ----- 135.26 (Deed) INV. 160.0 560 152 206 402 DISTURBANCE OR ALTERATION OF AREAS WITH STEEP SLOPES SHALL ADDITIONALLY BE IN CONFORMANCE WITH THE 336 339 342 DRAWN BY: AD 153 Tax Lot 44.17-1-16 212 213 FOLLOWING PROVISIONS: 327 osed d ri ve 558 PROPOSED 4-BEDROOM +170.8 161 204 203 334 330 328 N/F Reid Gearhart CHECKED: KS/PMB 171.00' 0' p RESIDENCE tD 1. THE PLANNING, DESIGN AND DEVELOPMENT OF BUILDINGS SHALL PROVIDE THE MAXIMUM IN STRUCTURAL SAFETY, x e 163 & Tiziana Mohorovic 50.0 ly E at 205 340 ial rrug al SLOPE STABILITY AND HUMAN ENJOYMENT WHILE ADAPTING THE AFFECTED SITE TO, AND TAKING ADVANTAGE OF, GARAGE 171.0 PROPOSED r t 329 326 PROJECT: 77 MONTROSE STATION RD THE BEST USE OF THE NATURAL TERRAIN AND AESTHETIC CHARACTER. Pa " Co Pip e h 557 1ST FL 172.5 ASPHALT 169 162 164 p 335 320 Deed Liber #12229, 336.83' 2. THE TERRACING OF BUILDING SITES, INCLUDING THE MOUNDING OF SEPTIC TILE FIELDS, SHALL BE KEPT TO AN 10 etal s 556 BASEMENT 162.5 DRIVEWAY 201 211 325 197 217 319 Page #339 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 ABSOLUTE MINIMUM. M ll A 165 PROPOSED SEPTIC TANK PATRICK M. BELL, P.E. 3. ROADS AND DRIVEWAYS SHALL FOLLOW THE NATURAL TOPOGRAPHY TO THE GREATEST EXTENT POSSIBLE IN a 172.0+ 216 AND PUMP CHAMBER 214 324 317 318 168 ORDER TO MINIMIZE THE POTENTIAL FOR EROSION AND SHALL BE CONSISTENT WITH ALL OTHER APPLICABLE W 166 202 JOB #: 240601 LICENSE #087679 e 555 WALKWAY 168 200 ORDINANCES AND REGULATIONS OF THE TOWN OF CORTLANDT AND CURRENT ENGINEERING PRACTICES. 321 10'' CMP on 167 164 4. REPLANTING SHALL CONSIST OF INDIGENOUS VEGETATION AND SHALL REPLICATE THE ORIGINAL VEGETATION ON PROPOSED (4) CULTEC St e 552 160 316 315 Inv=137.28 lt Driv THE SITE AS MUCH AS POSSIBLE. 17 330XLHD RECHARGER C N N 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 POSITIONING BUILDINGS AND AREAS OF DISTURBANCE BELOW A RIDGELINE OR BY POSITIONING BUILDINGS AND 170 313 Aspha AREAS OF DISTURBANCE AT A RIDGELINE SO THAT THE ELEVATION OF THE ROOFLINE OF THE BUILDING IS NO 172 ROOF LEADER DISCHARGE GREATER THAN THE ELEVATION OF THE NATURAL TREE LINE. HOWEVER, UNDER NO CIRCUMSTANCES SHALL MORE 312 PIPE 4" PVC SDR35 156 THAN 100 FEET ALONG THE RIDGELINE, TO A WIDTH OF 100 FEET GENERALLY CENTERED ON THE RIDGELINE, BE 94 93 DECK 231 INV OUT 160.0 N N N N 35° 42' 00" W DISTURBED. 50' Wide Right of Way 243.86' (D vey) 96 230 eed) 6. ANY REGRADING SHALL BLEND IN WITH THE NATURAL CONTOURS AND UNDULATIONS OF THE LAND. Per Deed Liber 2120, Page 12 180 INTO CULTECS 154.5 95 ur NAL N N N C N L N 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 PROPOSED LOT LINES GARAGE 162.0 160 EXCEPT WHERE RETAINING WALLS, STRUCTURAL STABILIZATION OR OTHER METHODS ACCEPTABLE TO THE ASPHALT 233 185 170 DIRECTOR OF TECHNICAL SERVICES ARE USED. (TYP.) 91 DRIVEWAY 1ST FL 163.5 160 PROPOSED ACCESS & UTILITY 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 ENSURE THE SAFETY OF THE STRUCTURE IN THE EVENT OF THE COLLAPSE OF THE CUT OR FILL SLOPES. Tax Lot 44.17-1-6 90 EASEMENT FOR THE BENEFIT 17 0 161.8+ 311 FOOTING DRAIN 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 OF LOT 3 OVER LOT 2 163.0+ DISCHARGE PIPE NEVERTHELESS, A STRUCTURE BUILT ON A SLOPE OR AT THE TOE OF A SLOPE IS PERMITTED IF IT IS PROPERLY Tax Lot 44.17-2-3 160 4" PVC SDR35 EXISTING PROPERTY LINE TO 120 168 WALKWAY 310 307 Cortlandt Manor, New York 10567 DESIGNED TO RETAIN THE SLOPE AND WITHSTAND THE FORCES EXERTED ON IT BY THE RETAINED SLOPE. N/F Anne Sumers 60 309 306 INV. 151.0 10. DISTURBANCE OF ROCK OUTCROPS SHALL BE BY MEANS OF EXPLOSIVE ONLY IF LABOR AND MACHINES ARE NOT BE REMOVED. TAX LOTS 6 AND 61 121 166 EFFECTIVE AND ONLY IF ROCK BLASTING IS CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND 11 TO MERGE. LINE TO COVERT 1" 130 108.96' Deed Control # PROPOSED REGULATIONS OF THE TOWN OF CORTLANDT, COUNTY OF WESTCHESTER, AND THE STATE OF NEW YORK. 3962 K COPPER 646' Stone Wall TO 50' RIGHT OF WAY LINE 38 TYPE 19 11. DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN IN WORKABLE UNITS IN WHICH THE DISTURBANCE CAN 442250322 14 0 36 . 295 294 308 WATER SERVICE 118 1162 293 UTILITY + GRADING PLAN / INTEGRATED PLOT PLAN e BE COMPLETED AND STABILIZED IN ONE CONSTRUCTION SEASON SO THAT AREAS ARE NOT LEFT BARE AND 116 305 37 117 292 Driv EXPOSED DURING THE WINTER AND SPRING THAW PERIODS (DECEMBER 15 THROUGH APRIL 15). AREA OF CROSS HATCH 160 150 12. DISTURBANCE OF EXISTING VEGETATIVE GROUND COVER SHALL NOT TAKE PLACE MORE THAN 15 DAYS PRIOR TO 13 158 260 270 303 0 INDICATES LIMITS OF COMMON 269 15 Frame 12 70 2 & 3 297 304 70.54' 66 t GRADING AND CONSTRUCTION. N 50° 37' 00" EDRIVEWAY "W l 119 BETWEEN LOTS 290 a 13. TEMPORARY SOIL STABILIZATION, INCLUDING, IF APPROPRIATE, TEMPORARY STABILIZATION MEASURES SUCH AS Shed 65 16 ' 45 296 287 291 40" E EXISTING DRIVEWAY 2 N 36° 57' 00" W 41.26' 0 6° 5 h NETTING OR MULCHING TO SECURE SOIL DURING THE GROW-IN PERIOD, MUST BE APPLIED TO AN AREA OF 67 S3 289 69 SUBDIVISION & Asp DISTURBANCE WITHIN TWO DAYS OF ESTABLISHING THE FINAL GRADE, AND PERMANENT STABILIZATION MUST BE SITE DISTANCE 1 6 14 68 288 284 11 267 140 283 5 19 S 28° 14' APPLIED WITHIN 15 DAYS OF ESTABLISHING THE FINAL GRADE. 64 PROPOSED 1" 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 15 63 S 34° 17' 00" E 21 23 25.39' 150 59.05' 80 261 TYPE K COPPER 266 268 271 275 286 282 PROPOSED HIDDEN SITE DEVELOPMENT PLAN 22 FOR 72.32' WATER SERVICE DRIVEWAYS SIGN SD LR = 195' 3 8 16 Wall Guy 15. MEASURES FOR THE CONTROL OF EROSION AND SEDIMENTATION SHALL BE UNDERTAKEN CONSISTENT WITH THE 17 Stone 18 20153.35' N 55° 43' 00" E Stone Wall 127.92' 262 263 264 273 274 276 285 WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT'S BEST MANAGEMENT PRACTICES MANUAL N 56° 26' 00" E Wire 265 272 281 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. N 31° 21' 00" E 4 182.80' N 60° 15' 00 280 Properties Not Contiguous 77 MONTROSE STATION, LLC N 53° 26' 00" E 91.39' 76 77 78 "E 277 - Overlap Exists 16. ALL PROPOSED DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN WITH CONSIDERATION OF THE SOILS N 42° 45' 00" E Drain Inlet SIGHT DISTAN Stone Wall 279 t CE >350 FT hal Stone 36.37' N 53° 38' 00" E LIMITATIONS CHARACTERISTICS CONTAINED IN THE IDENTIFICATION LEGEND, WESTCHESTER COUNTY SOILS PROPOSED HIDDEN 0 Rim=145.17 ISTANC E ±260' 15 SURVEY, 1989, AS PREPARED BY THE WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT, IN DRIVEWAYS SIGN 23.03' l l As p 60.82' SIGHT D MONTROSE STATION ROAD Wa f N 37° 28' 00" E Masonry UPo278 le TERMS OF RECOGNITION OF LIMITATION OF SOILS ON STEEP SLOPES FOR DEVELOPMENT AND APPLICATION OF ALL o MITIGATING MEASURES AND AS DEEMED NECESSARY BY THE APPROVAL AUTHORITY. 33.36' Ed ge Pier Edge of Asphalt Typ. LOCATION: ne Edge of Asphalt Sto 77 MONTROSE STATION ROAD 17. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS OF DISTURBANCE, STOCKPILED AND STABILIZED IN A MANNER TO Stone UPole WATER t MINIMIZE EROSION AND SEDIMENTATION AND REPLACED ELSEWHERE ON THE SITE AT THE TIME OF FINAL GRADING. Retaining Wall sp hal Typ. VALVE TYP PROPOSED WATER TOWN OF CORTLANDT, NEW YORK of A STOCKPILING SHALL NOT BE PERMITTED ON SLOPES OF GREATER THAN 10%. APPROXIMATE LOCATION OF SHUTOFF VALVE & HYDRANT PROPOSED WATER APPROX. LOCATION OF EXISTING 16"Ø CAST IRON 18. NO ORGANIC MATERIAL OR ROCK WITH A SIZE THAT WILL NOT ALLOW APPROPRIATE COMPACTION OR COVER BY e EXISTING WATER METER PIT WATER METER PIT Edg 140 SHUTOFF VALVE & WATER MAIN (NWJWW TRANSMISSION MAIN) TOPSOIL SHALL BE USED AS FILL MATERIAL. FILL MATERIAL SHALL BE NO LESS GRANULAR THAN THE SOIL UPON SHEET 5 OF 8 UG-4.1 FOR 77 MONTROSE STATION WATER METER PIT WHICH IT IS PLACED AND SHALL DRAIN READILY. ENTRANCE SHALL BE MONTROSE IMPROVEMENT DISTRICT SERVICE RD (LOT 1) 19. COMPACTION OF FILL MATERIALS IN FILL AREAS SHALL BE SUCH TO ENSURE SUPPORT OF PROPOSED STRUCTURES AND STABILIZATION FOR INTENDED USES. LOCATED AT HIGH POINT AREA WCDH SHEET 1 OF 1 Page 139 PROPOSED 4-BDRM EXISTING RESIDENCE GRADE 1.5% GARAGE = 171.0 170 170 Cortlandt PROPOSED ASPHALT TR DRIVEWAY 160 160 A VI SITE S RD LN N O 13.3% I AT ST SE RO NT O M 150 MONTROSE 4.0% 0 150 18 STATION ROAD PROFILE THRU PROPOSED LOT 2 DRIVEWAY & RESIDENCE OA KR D HORIZONTAL SCALE: 1" = 20' L RD VERTICAL SCALE: 1" = 10' GE HIL COLLE LOCATION MAP SCALE: 1" = 600' PROPOSED LOT LINES (TYP.) PROPOSED 170 4-BDRM 170 RESIDENCE EXISTING GRADE ' 15 PROPOSED . 90 ASPHALT 2.0% GARAGE = 162.0 2 DRIVEWAY 160 160 6% 0 17 15 7% 0 ROOF LEADER DISCHARGE PIPE 4" PVC SDR 35 17 0 150 MONTROSE 4.0% 150 INV OUT 165.0 STATION ROAD INTO CULTECS 160.5 DECK PROFILE THRU PROPOSED LOT 3 DRIVEWAY & RESIDENCE HORIZONTAL SCALE: 1" = 20' PROPOSED (4) CULTEC 330XLHD RECHARGER VERTICAL SCALE: 1" = 10' INFILTRATORS 40 0 20 40 PROPOSED 4-BEDROOM +170.8 FOOTING DRAIN DISCHARGE PIPE 4" PVC SDR35 INV. 160.0 RESIDENCE 171.00' PROPOSED SCALE: 1" = 40 FT. GARAGE 171.0 ASPHALT DRIVEWAY 1ST FL 172.5 PROPOSED (4) CULTEC 330XLHD RECHARGER BASEMENT 162.5 INFILTRATORS OWNER/APPLICANT 336.83' 172.0+ 77 MONTROSE STATION, LLC 1340 BAPTIST CHURCH ROAD 168 WALKWAY YORKTOWN HEIGHTS, NY 10598 160 164 17 0 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS PROPOSED LOT 3 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 97,001 SF ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ROOF LEADER DISCHARGE PIPE 4" PVC SDR35 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS INV OUT 160.0 170 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE INTO CULTECS 154.5 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN ENGINEERING". ALL RIGHTS RESERVED. · AUTHORIZATION No. 130827 156 DECK REVISIONS 5 180 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 PROPOSED LOT 2 PROPOSED 4-BEDROOM 158 80,891 SF 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 PROPOSED ASPHALT RESIDENCE 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 DRIVEWAY GARAGE 162.0 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 160 1ST FL 163.5 # REASON DATE MUNICIPAL TAX IDENTIFICATION: 160 BASEMENT 153.5 161.8+ FOOTING DRAIN DISCHARGE PIPE 4" SECTION: 44.17 PROPOSED INFILTRATION TRENCH (TYP) 1 70 PVC SDR35 BLOCK: 1 163.0+ INV. 151.0 170 199.48' 160 LOT: 6 & 11 168 WALKWAY SUBLOT: ----- PROPOSED 2'x2' DRAWN BY: AD 166 DRAIN INLET CHECKED: KS/PMB PROPOSED 1" TYPE K COPPER RIM: 152.00' 108.96' WATER SERVICE INV OUT: 150.00' 164 PROJECT: 77 MONTROSE STATION RD DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 162 PATRICK M. BELL, P.E. JOB #: 240601 LICENSE #087679 160 150 C N N 158 PROPOSED 16 8" HDPE 0 PIPE N N N NAL N N N C N L N 140 150 PROPOSED 1" 15 TYPE K COPPER 0 WATER SERVICE 39 Arlo Lane Cortlandt Manor, New York 10567 Properties Not ContiguousUTILITY + GRADING PLAN / DRIVEWAY PROFILES - Overlap Exists Drain Inlet Rim=145.17 PROPOSED 2'x2' PROPOSED WATER SHUTOFF VALVE & WATER METER PIT DRAIN INLET RIM :152.00' SUBDIVISION & INV OUT: 150.00' UPole Typ. SITE DEVELOPMENT PLAN PROPOSED 2'x2' FOR PROPOSED WATER SHUTOFF VALVE & UPole WATER VALVE TYP DRAIN INLET WATER METER PIT 77 MONTROSE STATION, LLC Typ. PROPOSED 2'x2' RIM: 149.00' DRAIN INLET INV OUT: 147.00' PROPOSED 8" HDPE PIPE UNDER DRIVEWAY FROM RIM: 149.00' APPROXIMATE LOCATION OF EXISTING WATER METER PIT CATCH BASIN TO EXISTING INV OUT: 146.50' APPROX. LOCATION OF EXISTING 16"Ø CAST IRON WATER MAIN LOCATION: FOR 77 MONTROSE STATION RD (LOT 1) (NWJWW TRANSMISSION MAIN) 140 TOWN DRAIN INLET 77 MONTROSE STATION ROAD MONTROSE IMPROVEMENT DISTRICT SERVICE AREA TOWN OF CORTLANDT, NEW YORK ENTRANCE SHALL BE LOCATED AT HIGH POINT PROPOSED 8" HDPE PIPE UNDER DRIVEWAY PROPOSED 8" HDPE PIPE UNDER DRIVEWAY FROM CATCH BASIN TO EXISTING TOWN DRAIN INLET SHEET 6 OF 8 UG-4.2 Page 140 EROSION AND SEDIMENT CONTROL NOTES EROSION CONTROL + TREE PLAN LANDSCAPE PLANTING CHART 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION SCALE: 1" = 50' ' ( ) ed ) De rvey CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS 35 Su SIZE 7. 3'( ESTABLISHED. 67 5.7 QUANTITY SYMBOL BOTANICAL NAME COMMON NAME COMMENTS 68 CALIPER HEIGHT VOLUME 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL STRUCTURES SHALL BE (IN.) (FT.) (GAL.) MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL SEDIMENT CONTROL 10 SM ACER SACCHARUM SUGAR MAPLE 3" ----- ----- SEE PLAN STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION Tax Lot 44.17-2-1 AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. N/F Michael Simmon Cortlandt 4 WO QUERCUS ALBA WHTE OAK 3" ----- ----- SEE PLAN & Jennifer Budner 3. THE LIMIT OF DISTURBANCES SHALL BE CLEARLY STAKED AND FLAGGED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. NO ' TR LAND DISTURBANCE, EQUIPMENT ACCESS, OR MATERIAL STAGING SHALL OCCUR OUTSIDE THE PROPOSED LIMITS OF DISTURBANCES. THE .35 AV 6 RO QUERCUS RUBRA RED OAK 3" ----- ----- SEE PLAN CONTRACTOR SHALL MAINTAIN THE LIMIT OF DISTURBANCE MAKERS FOR THE DURATION OF THE CONSTRUCTION. SITE IS 84 RD LN N IO NOTE: ALL PROPOSED TREES SHALL HAVE A MINIMUM DIAMETER OF 3" AT 4-1/2' ABOVE GROUND. AT 5. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE ENGINEER, AND IN ST Stone Wall SE ACCORDANCE WITH ACCEPTED STANDARDS. RO NT O M 6. CATCH BASIN INLET PROTECTION MUST BE INSTALLED AND OPERATING AT ALL TIMES UNTIL TRIBUTARY AREAS HAVE BEEN STABILIZED. WHEN POSSIBLE FLOWS SHOULD BE STABILIZED BEFORE REACHING INLET PROTECTION STRUCTURE. MAINTENANCE OF SEDIMENT CONTROL . 5' 34.0 7. 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 LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. 8. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL OA KR D IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. 0' 3.0 DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. GE HIL L RD COLLE 11 9. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 10. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT AREA CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. LOCATION MAP SCALE: 1" = 600' 11. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 12. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". Tax Lot 44.17-1-12 WHITE OAK TREE SUGAR MAPLE RED OAK Tax Lot 44.17-1-9 & 10 N/F Eugine M. Cesar-Fabian 13. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK N/F Thomas H. Hintze EX & Marie Fabian GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". Irrevocable Trust IS RE 5-BD TIN SI R G DE M LANDSCAPING NOTES NC E 62.02' 1. ALL LANDSCAPING (PLANTING OF TREES, SHRUBS, SOD, ETC.) SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PERSON WHO MEETS AT LEAST ONE OF THE FOLLOWING CRITERIA: CERTIFIED NURSERY 2' .1 PROFESSIONAL, ISA CERTIFIED ARBORIST, CERTIFIED LANDSCAPE TECHNICIAN PROGRAM OR GRADUATE 88 FROM A 2 YEAR COLLEGE IN THE FIELD OF HORTICULTURE, ENVIRONMENTAL SCIENCE, LANDSCAPE ARCHITECTURE OR FORESTRY. EX 19.87' GA IST ' .32 RA ING 2. ALL PLANTS MUST BE HEALTHY AND REPRESENTATIVE OF THE FORM OF THE SPECIES. GE 96 3. TREES TO BE PLANTED IMMEDIATELY AFTER DELIVERY FROM THE NURSERY. 4. CONTRACTOR TO ASSURE SUITABLE SOIL CONDITION, IF NECESSARY PROVIDE ORGANIC MATTER-COMPOST, 375.00' NUTRIFIED BARK, IN THE PROPORTION OF 2 PARTS OF SOIL TO 1 PART OF ORGANIC MATTER. 5. WATERING BASIN FOR TREES TO BE AT LEAST 30" IN DIAMETER OR THREE TIMES THE SIZE OF THE ROOTBALL. 351 50 0 25 50 6. BACKFILLING OF PLANT BASIN TO BE WITH THE ORIGINAL SOIL TO THE LEVEL OF 2 TO 4 INCHES ABOVE THE 50' Wide Right of Way ORIGINAL LEVEL. Per Deed Liber 2120, Page 12 352 353 7. PROVIDE APPROPRIATE WATERING AND IF NECESSARY WRAP THE TRUNK TO LIMIT DAMAGE FROM INSECTS. SCALE: 1" = 50 FT. 8. ALL STAKING AND PIT DETAILS SHALL BE IN ACCORDANCE WITH THE NYS STANDARD SHEETS SECTION 611-1R1 356 354 STONE WALLS TYP. 357 9. CONTRACTOR TAKES ALL RESPONSIBILITY FOR MAINTAINING A SAFE CONSTRUCTION AND POST-CONSTRUCTION CONDITION. Tax Lot 44.17-1-9 & 10 358 OWNER/APPLICANT N/F Thomas H. Hintze 355 10. A GRASS SEEDING MIXTURE FOR THE PROPOSED LAWN AREAS WILL BE 50% KENTUCKY BLUE, 25% PERENNIAL RYE AND 25% FINE OR RED FESCUE. Irrevocable Trust PROPOSED OWTS PRIMARY AREA 359 442 458 77 MONTROSE STATION, LLC 11. TOPSOIL REMOVED SHALL BE REPLACED TO A DEPTH OF AT LEAST 4-INCHES OVER ALL EXPOSED GROUND 457 SURFACES EXCEPT ROCK, AND SHALL BE PLANTED OR SEEDED AND MULCHED REPEATEDLY UNTIL THE AREA 441 363 360 1340 BAPTIST CHURCH ROAD IS STABILIZED. 455 362 PROPOSED OWTS YORKTOWN HEIGHTS, NY 10598 12. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT EXPANSION AREA 443 456 452 361 HOLDER AT NO EXPENSE TO TOWN OF OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE 4' 454 367 PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS FOLLOWING WRITTEN DEMAND FOR SUCH 439 2.5 365 REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS 0 453 MAY BE SPECIFIED. 438 1440 451 Tax Lot 44.17-1-11 370 37 LF 364 368 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 0 437 37 LF 366 LF 16 450 372 37 LF UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 369 37 LF 422 373 PROPOSED LOT LINES (TYP.) ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 449 374 375 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF 24 0 423 37 LF SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 16 448 1. 377 371 37 S 25° 44' 00" E (Survey) 67 459 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 EROSION AND SEDIMENT CONTROL - INSPECTION AND MAINTENANCE SCHEDULE S 26° 00' 00" E (Deed) 420 421 426 ' 37 379 · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN LF 424 425 376 398 LF 97.87' ENGINEERING". ALL RIGHTS RESERVED. 378 396 68 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 .2 469 395 397 6' PROPOSED OWTS 485 409 PROPOSED LOT 1 491 428 470 462 380 DAILY WEEKLY MONTHLY AFTER RAINFALL MAINTAINANCE 245,821 SF PRIMARY AREA 541 488 468 463 410 381 382 399 REVISIONS 543 542 540 539 538 429 464 394 5 492 484 466 407 400 REPLACE AS 493 544 476 412 408 383 CONSTRUCTION --- INSP. --- INSP. PROPOSED OWTS 471 392 401 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 ENTRANCE NECESSARY 551 0 465 405 390 EXPANSION AREA 546 545 18 CLEAN / REPLACE PROPOSED SILT FENCE TYP. 550 483 411 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 --- INSP. --- INSP. 472 467 404 403 393 SILT FENCE AS NECESSARY 481 384 495 549 406 388 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 PROPOSED SEPTIC TANK 548 547 478 SOIL STOCKPILE --- INSP. --- INSP. --- AND PUMP CHAMBER 385 389391 LIMIT OF DISTURBANCE FOR 473474 419 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 494 480 413 PROPOSED 349 LOTS 2 AND 3 37 LF ROOF LEADER DISCHARGE 417 PROPOSED LOT LINES (TYP.) 387 (±77,100 SF / 1.7 AC) CLEAN / REPLACE 386 37 LF LF EROSION BLANKET --- --- INSP. INSP. PIPE 4" PVC SDR 35 565 496 477 # REASON DATE 37 LF AS NECESSARY 479 350 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 MUNICIPAL TAX IDENTIFICATION: 37 LF CLEAN / REPLACE 5 INTO CULTECS 160.5 1 156 --- INSP. --- INSP. 0. 347 37 LF INLET PROTECTION 416 AS NECESSARY L=112.50' 566 498 209 37 LF 9 PROPOSED (4) CULTEC 2 333 SECTION: 44.17 37 332 346 37 330XLHD RECHARGER 15 562 414 BLOCK: 37 1 LF 0 INFILTRATORS 158 155 0 154 210 17 344 LF S 31° 51' 50" W (Survey) REFORESTATION AND LANDSCAPING NOTE S 31° 35' 50" W (Deed) 17 0 208 337 338 343 345 LOT: 6 & 11 FOOTING DRAIN DISCHARGE 561 160 PROPOSED LOT 3 341 126.47' (Survey) 207 331 SUBLOT: ----- AS DETERMINED DURING THE SUBDIVISION PROCESS FOR THE DEVELOPMENT OF PROPOSED LOTS 2 AND 3 THERE WAS A TREE PIPE 4" PVC SDR35 475 97,001 SF PLANTING SHORTFALL OF 281 TREES WHICH REQUIRES PAYMENT TO THE TOWN’S ENVIRONMENTAL RESTORATION FUND. AS PART 135.26 (Deed) INV. 160.0 560 EQUIPMENT 152 206 402 336 339 342 DRAWN BY: AD STORAGE 153 Tax Lot 44.17-1-16 212 213 OF THE BUILDING PERMIT PROCESS FOR THE DEVELOPMENT OF LOTS 2 AND 3, THE PAYMENT TO THE TOWN’S ENVIRONMENTAL PROPOSED 4-BEDROOM 330 327 RESTORATION FUND WILL BE REQUIRED. THE PAYMENT TO THE RESTORATION FUND CAN BE REDUCED BY A COMBINATION OF THE 558 +170.8 161 204 203 334 328 PROPOSED SILT FENCEN/F TYP.Reid Gearhart CHECKED: KS/PMB 171.00' PLANTING OF ADDITIONAL TREES, SHRUBS, PERENNIALS AND THE PRESERVATION OF EXISTING STONE WALLS AND THE PROVISION RESIDENCE 163 205 340 & Tiziana Mohorovic OF THE ADDITIONAL BUFFERING TO MONTROSE STATION ROAD TO PROTECT THE EXISTING CHARACTER OF THE NEIGHBORHOOD. AT GARAGE 171.0 PROPOSED 329 326 PROJECT: 77 MONTROSE STATION RD THE TIME OF THE BUILDING PERMIT APPLICATIONS FOR BOTH LOTS 2 AND 3, REFORESTATION PLANS AND LANDSCAPING SECURITIES 557 1ST FL 172.5 ASPHALT 164 169 162 335 320 Deed Liber #12229, 336.83' WILL NEED TO BE SUBMITTED. THE REFORESTATION PLANS MUST BE TO THE SATISFACTION OF THE DIRECTOR OF PLANNING & 556 BASEMENT 162.5 DRIVEWAY 201 211 325 EXPIRATION DATE: 03-31-2027 COMMUNITY DEVELOPMENT AND THE DIRECTOR OF TECHNICAL SERVICES AND SUBJECT TO THE REVIEW AND COMMENTS OF THE 197 217 PROPOSED SEPTIC TANK 319 Page #339 DATE: JANUARY 22, 2025 TOWN CONSERVATION ADVISORY COUNCIL. THE LANDSCAPING SECURITY SHALL BE FOR TWO TIMES (2X) THE COST OF THE PLANT 165 216 AND PUMP CHAMBER 318 PATRICK M. BELL, P.E. 172.0+ 214 324 317 JOB #: 240601 168 MATERIAL PLUS LABOR AND SHALL BE IN PLACE FOR TWO (2) GROWING SEASONS. INSPECTIONS BY THE DEPARTMENT OF 166 202 LICENSE #087679 TECHNICAL SERVICES SHALL BE DONE ANNUALLY FOR THE TWO-YEAR PERIOD AND ANY PLANTS THAT DIE MUST BE REPLACED ON A 555 WALKWAY 168 200 321 167 164 RATIO OF 1:1. 552 PROPOSED (4) CULTEC SOIL 160 316 315 17 RO 330XLHD RECHARGER C N N 0 SOIL STOCKPILING 322 314 INFILTRATORS 171 186 / STAGING 170 STOCKPILING EQUIPMENT / STAGING RO 172 313 STORAGE 312 ROOF LEADER DISCHARGE SM PIPE 4" PVC SDR35 N N N 156 94 231 50' Wide Right of Way 93 INV OUT 160.0 243.86' (D vey) 96 230 eed) Per Deed Liber 2120, Page 12 180 INTO CULTECS 154.5 95 ur NAL N N N C N L N 158 243.23' (S PROPOSED 4-BEDROOM 229 PROPOSED 92LOT 2 WO 80,891 SF PROPOSED RESIDENCE 227 228 PROPOSED LOT LINES GARAGE 162.0 160 ASPHALT 233 SM 185 170 PROPOSED EROSION (TYP.) WO 91 DRIVEWAY 1ST FL 163.5 232 CONTROL MATTING (TYP) 58 160 PROPOSED ACCESS & UTILITY RO BASEMENT 153.5 234 Tax Lot 44.17-1-6 59 90 EASEMENT FOR THE BENEFIT 17 0 161.8+ 311 FOOTING DRAIN 39 Arlo Lane 199.48' 89 OF LOT 3 OVER LOT 2 SM 163.0+ DISCHARGE PIPE Tax Lot 44.17-2-3 160 4" PVC SDR35 120 SM 168 WALKWAY 310 307 Cortlandt Manor, New York 10567 N/F Anne Sumers 60 309 306 INV. 151.0 61 121 166 130 108.96' Deed Control # 3962 164 SM 38 442250322 14 0 118 WO 162 SM SM 295 294 293 308 EROSION CONTROL + TREE PLAN / 116 SM 305 37 117 SM 160 292 150 CONSTRUCTION DETAILS 13 158 260 270 303 15 0 12 66 70 297 269 304 119 RO 290 65 16 0 WO 296 291 287 289 1 6 11 14 67 68 69 SM 267 288 140 284 SUBDIVISION & 5 19 283 2 15 100 9 15 63 64 21 23 150 RO RO 80 261 266 268 275 286 282 SITE DEVELOPMENT PLAN 7 271 3 8 17 16 18 20 22 262 263 264 265 273 274 276 285 FOR 272 281 4 280 Properties Not Contiguous 77 MONTROSE STATION, LLC N 53° 26' 00" E 76 77 78 277 - Overlap Exists Drain Inlet 279 36.37' 0 Rim=145.17 15 278 LOCATION: 77 MONTROSE STATION ROAD PROPOSED STABILIZED TOWN OF CORTLANDT, NEW YORK CONSTRUCTION ENTRANCE 140 ENTRANCE SHALL BE LOCATED AT HIGH POINT SHEET 7 OF 8 ESC-5.1 Page 141 THE FOLLOWING ARE THE MOST RECENT WATER SERVICE PRODUCTS APPROVED BY DES (SUBJECT TO CHANGE): 2" ASPHALT TOP COURSE, NYSDOT SAWCUT TRENCH TO PROPERTY LINE ITEM 403.178302 TYPE 6 F3 OR EASEMENT · MUELLER 1" H-15000N CORPORATION VALVE THE BOTTOM OF THE 4"-6" TOPSOIL OVERFILL ROAD COURSE 4"-6" TOPSOIL OVERFILL · MUELLER 15214 CURB STOP AND DRAIN FOR SETTLING PURPOSES · MUELLER 15204N ADJUSTABLE CURB BOX MATERIAL (ITEM 4) WITH FOR SETTLING PURPOSES SAW CUT CURB STOP & BOX AT A STRAIGHT AND SAW CUT EXISTING / FINAL GRADE PROPERTY LINE OR EDGE VERTICAL EDGE, TACK OF EASEMENT COVER TO 1'-6" COAT ALL EXPOSED BE MARKED "WATER" MIN EDGES WITH RC-250 CURBING (WHERE APPLICABLE) 1' 1' MIN MIN EXISTING ROAD SURFACE Ø + 24" ROAD SURFACE (WHERE APPLICABLE) MIN CLEAN GRANULAR FILL ONLY Cortlandt 4' SWALE VARIES NO STONES GREATER THAN 3" 4" ASPHALT BINDER COURSE, AND NO ORGANIC MATERIAL NYSDOT ITEM 403.138902 TYPE 3 CURB BOX W/ ROD (MUELLER) PERMITTED. CLEAN FILL TO RUN 8" (COMPACTED) ITEM 4, NYSDOT TR FULL LENGTH OF TRENCH CLEAN GRANULAR FILL ONLY AV ITEM 304.12 TYPE 2 SITE IS NO STONES GREATER THAN 3" MIN RD 3'-9" LN MIN 1' CLEAN GRANULAR FILL ONLY AND NO ORGANIC MATERIAL 1' 1' 6" - 9" RIP RAP N MIN 1'-6" IO 4' CLEAN GRANULAR FILL ONLY NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN MIN Ø MIN AT MIN PROPOSED 1" TYPE "K" MIN ST 4' W MIN COPPER PIPE PROPOSED 1" TYPE NO STONES GREATER THAN 3" PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH SE 6" AND NO ORGANIC MATERIAL RO "K" COPPER PIPE FULL LENGTH OF TRENCH (OR K-CRETE 3' NT 45° PERMITTED. CLEAN FILL TO RUN OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) D M O Ø FULL LENGTH OF TRENCH POUROUS BEDDING MATERIAL TO TOP OF MIN WATER SERVICE PIPING 6" TO RESIDENCE (THIS SECTION TO BE COMPACTED (SEE PLAN FOR SIZE & PIPE (OR AS SPECIFIED BY MUNIPALITY) W IN 6" LIFTS) MATERIAL) SAND PIPE BEDDING MIN FULL LENGTH OF TRENCH DRAINAGE PIPE SHALL REST ON 6" (THIS SECTION TO BE COMPACTED VIRGIN (UNDISTURBED) DRAINAGE PIPING UNDISTURBED OR COMPACTED EARTH SOLID GROUND OR (SEE PLAN FOR SIZE) IN 6" LIFTS) WATER SERVICE PIPING 6" OF SAND WHERE WATER MAIN BEDROCK IS ENCOUNTERED (SEE PLAN FOR SIZE & UNDISTURBED OR COMPACTED EARTH 2' BRICK BENEATH CURB MATERIAL) WATERMAIN INSTALLATION NOTES: 6" - 9" RIP RAP OA KR STOP AND DRAIN D 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" UNDISTURBED OR COMPACTED EARTH DRAIN PIPE INSTALLATION NOTES: L RD CRUSHED STONE GE HIL FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE COLLE WATERMAIN INSTALLATION NOTES: 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE SAND TO 6" ABOVE WATER SERVICE EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE + 6" AND REPLACED WITH 6" OF SAND. CURB STOP (MUELLER) TO RUN FULL LENGTH OF TRENCH FLARE NUT FOR HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 12" (SEE PLAN FOR SIZE) 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" (THIS SECTION TO BE COMPACTED COPPER SERVICE 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. INVERT AS SPECIFIED ON SITE DEVELOPMENT PLANS + 6" AND REPLACED WITH 6" OF SAND. FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE UNDISTURBED OR IN 6" LIFTS) 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE + 6" AND BEDDING AND TRENCH BACKFILL MATERIAL SHALL BE No. 57 CRUSHED STONE. 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. EXISTING GEOTEXTILE LOCATION MAP SCALE: 1" = 600' COMPACTED EARTH DEPTHS EXCEED 5' IN HEIGHT. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL GROUND FABRIC 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. VARIES CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR N.T.S. INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY DEPTHS EXCEED 5' IN HEIGHT. SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. RIP RAP DISPERION PAD INSTALLATION WATER SERVICE CONNECTION N.T.S. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE WATER SERVICE INSTALLATION REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. DRAIN PIPE INSTALLATION CEMENTED SAND & GRAVEL N.T.S. WATER SERVICE INSTALLATION COMPACTED SHARP SAND N.T.S. W/O PAVEMENT RESTORATION W/O PAVEMENT RESTORATION WELL ROUNDED LOOSE COMPACTED ANGULAR N.T.S. W/ PAVEMENT RESTORATION SOLID ROCK, SHALE, AVERAGE SOILS GRAVELS 2' SAND STABILIZE ENTIRE SOIL PILE WITH FAST SILT FENCE * GRADE GROWING VEGETATION OR COVER (SEE DETAIL) DENSE COVER OF REED STRAW BALE DIKE* 2 CANARY GRASS VERTICAL SLOPE 1 1 113 2 FILTER X, MIRAFI 100X, OR 10' (SEE DETAIL) MAX. 1 1 1 3 2 1 STABILINKA T140N FILTER 1 CLOTH OR APPROVED EQUAL MAX. 6" 6" WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING MAX. AS DEEMED NECESSARY BY OWNER/APPLICANT MAX QUALIFIED INSPECTOR.) 5' TRENCH WIDTH 2" X 2" WOOD POST, NO. 2 6" RE-BAR OR STEEL PICKETS MAX. TILL SURFACE TO RESTORE EXISTING/PROPOSED INFILTRATION GRADE MIN. EXISTING SUBSURFACE SOIL 30" INSTALLATION NOTES: FLO W FILTER X, MIRAFI 100X, OR 77 MONTROSE STATION, LLC TRENCH EXCAVATION & SLOPING NOTES: STABILINKA T140N FILTER 1. AREA CHOSEN FOR STOCK PILING OPERATIONS TO BE DRY AND STABLE. 1340 BAPTIST CHURCH ROAD GRASS SWALE CONSTRUCTION N.T.S. 1. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 CLOTH OR APPROVED EQUAL 2. MAXIMUM SLOPE OF PILE TO BE 1 VERTICAL ON 2 HORIZONTAL. WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ 3. REFER TO STRAW BALE DIKE AND SILT FENCE INSTALLATION DETAILS IN THIS PLAN SET FOR INSTALLATION GUIDELINES. YORKTOWN HEIGHTS, NY 10598 MIN. MAX 6" MESH (AS DEEMED NECESSARY BY 18" 2. CLAY, SILT, LOAM OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT 6" QUALIFIED INSPECTOR.) * EITHER A STRAW BALE DIKE OR SILT FENCE MAY BE USED FOR INLET PROTECTION AS SPECIFIED BY QUALIFIED INSPECTOR. MIN. 3. SOURCE- U.S. DEPARTMENT OF LABOR (OSHA) 2" X 2" WOOD POST, NO. 2 SOIL STOCKPILING CONSTRUCTION N.T.S. 1" RE-BAR OR STEEL PICKETS TRENCH EXCAVATION & SLOPING TOE-IN FILTER FABRIC, N.T.S. BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE FRONT VIEW SET TOP OF BLANKET SECTION VIEW IN A 6"x6" TRENCH OUTLET BACKFILL W/ SOIL 1" FILTER X, MIRAFI 100X, OR 15' LONG STABILINKA T140N FILTER · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS MIN. CLOTH OR APPROVED EQUAL UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF WOVEN WIRE FENCE (MIN. 14 12 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS GAUGE W/ MAX 6" MESH SPACING PLAN VIEW SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1" ENTRANCE TO STREET it h it h · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN EXISTING / FINAL GRADE ENGINEERING". ALL RIGHTS RESERVED. 10' MIN. AT SITE W MOUNT FRAME ON · AUTHORIZATION No. 130827 O FL MAX 2 BRICKS OR 1 BLOCK LEVELING PROVIDE 3" CLEAN CRUSHED COURSE (ADJUSTMENTS GREATER THAN 12" SHALL BE MADE WITH PRECAST RING) 1" BED OF MORTAR REVISIONS 0" STONE OR GRAVEL OUTLET OVERLAP BLANKETS 4" MIN. JOINING SECTIONS 5 1" STAPLE ALONG SEAMS AT 12" O.C. 1" TOP VIEW AND WITHIN BLANKET @ 3' O.C. 1" JUNE 17, 2026 WITH 8" WIRE STAPLES 4 UPDATE FOR FINAL SUBD APPROVAL 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 0" TOE-IN FILTER FABRIC, EARTH BACKFILL AND TAMP SOIL TO SLOPE 6" CRUSHED STONE SECURE FABRIC IN PLACE OR GRAVEL 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 PLAN ISOMETRIC VIEW. FL OW VIRGIN GROUND (UNDISTURBED SOLID SOIL) 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 PROVIDE 3" CLEAN CRUSHED 6" X 6" X 6" TRENCH EXAMPLE SECTION VIEW # REASON DATE STONE OR GRAVEL TO DEPTH OF 1' INSTALLATION NOTES: INSTALLATION NOTES: SLOPE STABILIZATION DETAIL MUNICIPAL TAX IDENTIFICATION: NOTES: 1. PIPES SHALL BE CUT FLUSH WITH INSIDE WALL OF BASIN. PROVIDE GEOTEXTILE FILTER 1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN. 1. STABILIZE PREPARED EARTHEN SLOPE WITH A BIODEGRADABLE NATURAL FIBER NETTING 2. BASINS MUST BE DESIGNED FOR H-20 LOADING AND SHALL BE AS MANUFACTURED SECTION: 44.17 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE FABRIC ON SIDES AND BOTTOM TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW). APPROVED TYPES ARE AS FOLLOWS: BY WOODARD'S CONCRETE PRODUCTS, INC. AND BE OF MODEL CB-2X2 OR BLOCK: 1 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH -C350 -NORTH AMERICAN GREEN #1-800-772-2040 APPROVED EQUAL. BOTTOM. COMPACT SUBGRADE 4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP -ECOCOIR 9000- EASTERN PRODUCTS, INC. #1-201-234-5050 3. CATCH BASIN SPECIFICATION SHALL HAVE CAMPBELL FOUNDRY FRAME AND LOT: 6 & 11 -ERO-MAT V125C- EROSION CONTROL TECH. #1-800-245-0551 THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN GRATE PATTERN #2815 OR APPROVED EQUAL (DROP INLET). INTERCEPT TRENCH. -ALL SLOPE RESTORATION TO GET 4" TOPSOIL 4. ALL BACKFILL AROUND STRUCTURES (I.E. MANHOLES, CATCH BASINS, ETC) MUST SUBLOT: ----- SECTION 5. 6. JOIN SECTIONS AS SHOWN ABOVE PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 2. SEED SLOPE PRIOR TO INSTALLING EROSION CONTROL NETTING. BE COMPACTED TO 95% PROCTOR DENSITY TO AVOID SETTLEMENT OF MATERIAL AROUND THE STRUCTURE. DRAWN BY: AD SILT FENCE INSTALLATION N.T.S. SLOPE STABILIZATION BLANKET INSTALLATION N.T.S. 5. SIZE, MATERIAL, PITCH AND INVERT ELEVATIONS OF ALL PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. CHECKED: KS/PMB 6. GRATE INVERTS SHALL BE SET AS SHOWN ON THE SITE DEVELOPMENT PLANS. PROJECT: 77 MONTROSE STATION RD INSTALLATION NOTES: 7. BASINS TO BE CHECKED PERIODICALLY DURING CONSTRUCTION BY A QUALIFIED INSPECTOR AND CLEANED OUT AS NECESSARY DURING CONSTRUCTION. DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 1. STONE SIZE SHALL BE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT ONLY. PATRICK M. BELL, P.E. NOTE: JOB #: 240601 LICENSE #087679 YARD DRAIN INSTALLATION STANDARD STEEL OR WOOD FENCE POSTS 2. LENGTH SHALL BE AS SHOWN BUT NOT LESS THAN 15' (SEE NOTES 1 & 2) FOR USE DURING INDIVIDUAL LOT CONSTRUCTION N.T.S. AND ANYWHERE THE ENGINEER DEEMS NECESSARY OR AS SHOWN ON THE PLANS 3. THE THICKNESS SHALL BE NO LESS THAN 12" AT THE CONSTRUCTION ENTRANCE. 6'-8" TO BE PROVIDED ON THE LIMIT OF DISTURBANCE LINE 4. 5. THE WIDTH SHALL BE 10' AT A MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF THE TRAVELED WAY. FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF ANY STONE. FILTER FABRIC WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE CONSTRUCTION. 6'-8" 1 - 2 INCH DIA. WASHED, CULTEC RECHARGER 330XL HD HEAVY DUTY CHAMBER CRUSHED STONE TOPSOIL 95% COMPACTED FILL 4 OZ. NON-WOVEN FILTER FABRIC AROUND STONE C N N 6. IF SURFACE WATER IS FLOWING TOWARD THE CONSTRUCTION ENTRANCE, IT SHALL BE PIPED 12" MIN. N N N UNDERNEATH THE STABILIZED ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SIDE SLOPES NAL N N N C N L N SHALL BE PERMITTED. 6" MIN. 18" MIN. - 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR 12' [3658 mm] FLOWING OF SEDIMENT FROM CONSTRUCTION INTO THE PUBLIC RIGHT OF WAY. THIS MAY REQUIRE 4'-0" 2' MAX. 30.5" PERIODIC DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO CAPTURE SEDIMENT. ANY SEDIMENT TRACKED, DROPPED OR 39 Arlo Lane WASHED INTO PUBLIC RIGHT OF WAY SHALL BE REMOVED IMMEDIATELY. 6" MIN DRIVEWAY LAWN ROOF LEADER PIPE PER Cortlandt Manor, New York 10567 8. WHEELS OF CONSTRUCTION VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO PERSPECTIVE VIEW ENGINEER DESIGN 3'-6" (MAX. INLET = ENTERING ONTO THE PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN CULTEC NO. 20L POLYETHYLENE SIDE PORTAL TO BE CUT 24 INCHES) 16.8" [427 mm] AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROPRIATE SEDIMENT TRAPPING LINER TO SPAN THE ENTIRE WIDTH IN FIELD TO ALLOW HVLV (TYP.) CONSTRUCTION DETAILS DEVICE. ROOF DRAINAGE CALCULATIONS (LOT 2 + LOT 3) OF THE SYSTEM BELOW THE HVLV FC-24 FEED CONNECTOR CONSTRUCT ON LIMIT AS NEEDED NOTES OF DISTURBANCE LINE FC-24 FEED CONNECTORS AND ALL INSTALLATION SHALL BE IN ACCORDANCE 9. PERIODIC INPECTION AND MAINTENANCE SHALL BE PROVIDED FOR THE DURATION OF PURPOSE - CAPTURE AND TREAT ROOF RUNOFF SIDE PORTALS STANDARD STEEL OR WITH THE MANUFACTURERS SPECIFICATIONS DESIGN - NYSDEC WATER QUALITY VOLUME CONSTRUCTION OR UNTIL FINAL GRADE IS ACHIEVED. WOOD FENCE POST N.T.S. AREA = ROOF AREA = 2,800 SF WQv - WATER QUALITY VOLUME 2' CULTEC® RECHARGER 330XLHD STORMWATER SYSTEM DETAIL CONSTRUCTION NOTES FOR PLASTIC FENCE N.T.S. SUBDIVISION & STABILIZED CONSTRUCTION ENTRANCE 1. SPACE SUPPORT FENCE POSTS AT 6'-8" INTERVALS. WQv = P x Rv x A 12 FILTER SITE DEVELOPMENT PLAN 2. DRIVE SUPPORT POSTS 3'-6" INTO GROUND. 1 2 2" ASPHALT TOP COURSE 3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY WIRING TO FENCE POST WHILE MAINTAINING TENSION ACROSS P = 90TH PERCENTILE RAINFALL = 1.5" Rv = 100% IMPERVIOUS, 0.05 + 0.009(I) = 0.95 FABRIC FINISHED GRADE EL: 163.0 FINISHED GRADE EL: 157.0 FOR (NYSDOT item no. 403.178302) 77 MONTROSE STATION, LLC FULL HEIGHT OF FENCE. WIRING SHALL BE DONE IN A A = 2,800 SF MANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL. CULTEC TOP EL: 161.5 CULTEC TOP EL: 155.5 4. PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF WQv = (1.5) x (0.95) x (2,800) = 332.5 CU FT FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED. 12 5. PLASTIC FENCE MATERIAL SHALL BE MORNING BARRIER OVERFLOW OUTLET EL: 160.5 OVERFLOW OUTLET EL: 154.5 6" (COMPACTED) ITEM 4 FENCE, COLOR-INTERNATIONAL ORANGE, AS (NYSDOT item no. 304.14) MANUFACTURED BY ADPI ENTERPRISES, INC. OR APPROVED CULTEC 330 XLHD VOLUME = 79.26 CU FT EQUAL. SEE NOTE 3 NO. OF UNITS REQUIRED = 332.5 = 4 UNITS 1-12" WASHED CULTEC BOTTOM EL: 159.0 CULTEC BOTTOM EL: 153.0 LOCATION: 79.26 STONE GRAVEL BOTTOM EL: 158.5 GRAVEL BOTTOM EL: 152.5 77 MONTROSE STATION ROAD 40% VOID TOWN OF CORTLANDT, NEW YORK NO. OF UNITS PROVIDED = 4 UNITS N.T.S. COMPACTED SUBGRADE N.T.S. INFILTRATION BED INFILTRATION BED CD-6.1 *THIS CALCULATION DID NOT TAKE INTO ACCOUNT ORANGE CONSTRUCTION FENCE INFILTRATION TRENCH SHEET 8 OF 8 DRIVEWAY PAVING SECTION N.T.S. ANY PERCOLATION INTO THE SOILS AND IS A CONSERVATIVE DESIGN LOT 2 INFILTRATION BASIN OUTLET PIPING DIAGRAM N.T.S. LOT 3 INFILTRATION BASIN OUTLET PIPING DIAGRAM N.T.S. Page 142 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART LENGTH OF FIELDS REQUIRED DEEP TEST DESCRIPTION BANK RUN FILL SLOPE (LF) WATER LOT OF PERCOLATION IMPERVIOUS ELEVATION CURTAIN LOT # AREA OWTS RATE LAYER REMARKS (IN. BELOW PER EACH (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME DRAIN ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL (%) NUMBER RESIDENCE (IN) (CY) BEDROOM Tax Lot 44.17-2-18 N/F Catherine Gonzalez EXISTING HOUSE. SEE WCDH PERMIT LOT 1 5.64 2% N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A APPLICATION FOR OWTS (WCDH FILE#C2025-12) D5 D6 D9 0" TO 8" 8" TO 84" TOPSOIL FINE SANDS W/ STONE, MOD. TO HIGHLY COMPACTED NONE SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING AND WITNESSED BY THE WCDH. DEEP TESTING WAS '( D d) ee vey) r Iron Pipes in Conc. Found SITE Stone Wall CONDUCTED ON NOVEMBER 4, 2024 FOR 35 '(Su LOT 2 1.86 2% 1 TO 5 184 LF 45 LF N/A N/A N/A N/A TOPSOIL THE PRIMARY AND EXPANSION AREAS. 7 . 3 D7 D8 0" TO 8" 8" TO 96" FINE SANDS W/ STONE, MOD. TO NONE PUMPING TO THE OWTS AREA IS REQUIRED FOR LOT 2. 67 5.7 HIGHLY COMPACTED 68 TOPSOIL D10 0" TO 8" SOILS TESTING WAS CONDUCTED BY D12 8" TO 84" FINE SANDS W/ STONE, MOD. TO NONE CRONIN ENGINEERING AND WITNESSED BY Tax Lot 44.17-2-1 HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS N/F Michael Simmon N 50° 49' 50" W LOT 3 2.23 10% 1 TO 5 184 LF 45 LF 1 FT 110 N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR & Jennifer Budner 138.29' Stone Wall TOPSOIL THE PRIMARY AND EXPANSION AREAS. 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED D11 FINE SANDS W/ STONE, MOD. TO NONE 8" TO 72" FOR LOT 3. HIGHLY COMPACTED 84 .35 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING AND WITNESS BY THE WCDH. DEEP TESTING WAS CONDUCTED ON NOVEMBER 8, 2024. PERCOLATION TESTING WAS CONDUCTED ON NOVEMBER 11 & 12, 2024. Wire Fence ' 0' 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. 30.0 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO RECORD ON FILE SHOWING THE NUMBER OF BEDROOMS. Frame Chain Link Fence Garage 5' ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) pe 34.0 Iron Pipe Found 30 elo Vicinity Map .00 v South 0.30' En East 0.64' ' MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD BUILDING COVERAGE MINIMUM BUILDING FLOOR AREA ing LANDSCAPE COVERAGE ild (SF) (FT) (FT) (FT) (FT) (FT) (SF) (SF) Iron Pin Bu Total Area = 423.714.89 Sq.Ft. Found r ive Building Envelope 1 2 2 STORIES 70% OF 50% OF FLOOR AREA OF tD REQUIRED 80,000 200 or 35 FT. 50 30 30 65% FAR LOT AREA PRINCIPAL BUILDING rya ll al = 9.72 Acres AC Units on o nW ph Stone Masonry Gate Concrete Pad as As Ret. Wall EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A eM n Stone Masonry Sto Stone EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - Retaining Wall Retaining Wall Stepping Stone Walks Roof Over Flag. Patio Unauthorized alteration or addition to a survey map bearing a licensed Stone Mas. Pier Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the S ive HOUSE LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - rs r Sto ton tD e Line de l ne M Chain Link Fence New York State Education Law. PROPOSED HOUSE LOT 2 80,891 267 <35 190 83 32 <65% FAR ±91 - ng ul ha Pa M as as .R lo Bo sp vin .R et Tax Lot 44.17-1-9 & 10 ly A of A Concrete 1.5 Pa g S et .W Possession only where indicated. PROPOSED HOUSE LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - N/F Thomas H. Hintze r al w Utility Riser Sty 2S t tio on . W all Irrevocable Trust Gen e Approximate Location Ro Re to e all s Bay sid ry Adjacent property lines and easements not surveyed or certified. ne of Existing 1'' Type K Copper e F Window Co (Un nc ram t Sto Water Service as Per ns de e # e Access to adjacent rights of way, easements and public or private lands tru r 62.02' en Engineering Plans ll Flag. 77 Flag itt a Walk ct ion Step 4'' Septic Irrigation not guaranteed or certified. m er W ) Control Int ng Cleanout 375.00' Westchester County Department of Health i Rim=190.47 Valves 50.00' in Boulder Underground utilities shown hereon are approximate and should be New Rochelle, New York ta Trench Stone Mas. 88 l Underground Re Drain Ret. Wall Co Ret. Wall verified before excavating. .12 al Propane Tank ne on Conc. 2nd Story Flagstone Fo Blo nc. 19.87' Additional underground utilities are not shown or certified. ' "W W S to Overhang Walk & Steps un ck Approved pursuant to Chapter 873, Article X, Sections 873.951 and 873.1011 and 00 ne da Encroachments and structures below grade, if any, not shown or certified. 96 o Articles VII and VIII of the Westchester County Sanitary Code subject to the provision of 3' St Roof Over Stone Mas. Flag. tio .3 4 Flag. n Flagstone Ret. Wall 2' public water supply and separate sewage treatment facilities to serve each habitable 2 0° Boulder Ret. Wall Porch Steps Walk Top Fndtn. at Subject to covenants, easements, restrictions, conditions and agreements S Asphalt Drive Garage Cutout building hereafter constructed. These facilities are to be installed in accordance with land Stone Masonry EL = 186.71' of record. improvement plans and specifications approved by and filed in this office prior to the Retaining Wall 4'' Septic Cleanout ge 12 Frame Trench Drain Asphalt Drive construction of such building. Gravel Pad Garage Rim=185.83 for Generator on Concrete AS BUILT 2120, Pa y Stone Retaining Wall 4'' Septic a CONCRETE Cleanout Surveyed in accordance with Deed Liber 11186, Page 287. 30 Per Dee ide Right of W e Each purchaser of property shown hereon shall be furnished a true copy of this plat showing riv SEPTIC TANK Rim=187.81 .00 t D Trench Chain Link Fence al Stone Wall this endorsement. Any erasures, changes, additions or alterations of any kind, except the Conc. Lid Boulder ' Elec. Drain Premises shown hereon designated on the Town of Cortlandt Tax addition of signatures of other approving authority and the date thereof made on this plan s ph Concrete Rim=180.46 Wall 30.00' Meter Drain Inlet Maps as: Section 44.17, Block 1, Lot 6 & 11. fA 4'' Septic d Liber UPole Apron e after this approval, shall invalidate this approval. o N 36° 13' 00" W Cleanout ns riv Proposed ai 100% tD m Property Line Conc. Lid Proposed Property Address: 77 Montrose Station l al al Re 50' W Rim=180.48 ph Expansion W pe Apprx. Montrose, NY 10548 d elo Area g As Date . Conc. Lid l Fie in nv Underground Rim=180.46 Conc. Lid ive in Approved by the Assistant Commissioner of Health on Behalf of the Department of Health E Electric Line Rim=180.44 ic Dr ta ng MONUMENT pt i Junction Re ild lt IRON ROD Se Bu ha Box (.typ) Building Envelope 4' e Tax Lot 44.17-1-12 NOTE: on l p Junction of al As 2. 5 S W St Box (.typ) N/F Eugine M. Cesar-Fabian ge 88 ld 0 e The undersigned owner(s) do hereby consent to the filings of this map °1 & Marie Fabian Ed Fie "W 1 on As part of the Building Permit process for the initial development of all 30 LOT 1 9' St 39 .0 Edge of Drive ic 58 single family lots an individual Site Development Plan shall be submitted 0 0' pt ' West 3.00'+/- s "W er Se 3 End Plastic Pipe to the Division of Code Administration and Enforcement for approval by Area = 245,818.38 Sq. Ft. uld 4° 30 of o 1 Inv.=175.13 = 5.64 Acres fB the Director of Technical Services that is in compliant with current local .0 Field Marking e o S 0 Proposed g End Plastic Pipe ' w to Show End of Pipe ordinances, including among others, the Town's Tree Ordinance and Steep Ed Owner: 77 Montrose Station, LLC Date Ro Septic Fields as Inv.=176.66 Per Field Marking Slope Ordinance in place at the time of filing. No Building Permit shall be UPole T Engineering to Show Tax Lot 44.17-1-9 & 10 EN D Plans End of issues for any lots shown hereon until the Director of Technical Services ' M O .00 N/F Thomas H. Hintze S 25° 44' 00" E (Survey) NU N R Pipe approves the Site Development Plan for same, and no Certificate of Proposed 30 Irrevocable Trust 30.00' S 26° 00' 00" E (Deed) O 0 ' S 8.3 Occupancy shall be issued for any lots until an "as built" survey has been M IRO .0 Property Line 30 6 75 5' Address: 1340 Baptist Church Road, Yorktown Heights, NY, 10598 97.87' AS BUILT N 51° 26' 00" E submitted to and approved by the Director of Technical Services. The "as °2 24 36.28' SEPTIC FIELD ' built" survey shall show complete information including final contours, .00 1. 8' 7' 67 30 05 The Department Head signatures indicate that this drawing or set of drawings is consistent 1 ' floor levels, and all pertinent features. 0. "E e with the Planning Board resolution of approval and with the general requirements and 29 Stone Asphalt Driv Bu policies of the Town of Cortlandt for which the Department Head is responsible. The o pe Retaining Wall ildin project design including all public health and safety considerations are solely the v el g En En velo X-Cut Found responsibility of the design professional who has signed and sealed the drawings. Proposed g in pe South 0.48' ild 30 Property Line Bu e e East 1.04' .0 Remains of Properties Not riv op 0' l Reviewed by the Department of Environmental Services Contiguous ltD ve Properties Not Contiguous Proposed Septic Tank h a En Proposed - Gore Strip Exists p ng As S 35° 42' 00" E R=293.51' and Pump Chamber i Septic Fields as i ld Per N 35° 22' 00" W 30 L=112.50' as Per Engineering Bu .0 Engineering 60.40' 0' Plans Plans Director Date S 31° 51' 50" W (Survey) Approximate Location S 31° 35' 50" W (Deed) of Existing 1'' Type K Copper Water Service as Per Reviewed by the Department of Planning & Community Development 126.47' (Survey) Engineering Plans 3"W 135.26 (Deed) ' 4 31 Stone Wall ° Building Envelope Building Envelope 1 4 S Director Date 0' 171.00' Reviewed by the Planning Board Engineer Tax Lot 44.17-2-3 50.0 Building Envelope N/F Anne Sumers e riv 30. N 35° 42' 07" W Deed Control # 442250322 UPole l tD 00' l ha 336.41' Engineer Date al s p LOT 3 LOT 2 New Property Line W A e rive on MONUMENT St Area = 97,005.91 Sq. Ft. S 35° 42' 00" E N 35° 42' 00" W IRON ROD Area = 80,890.60 Sq. Ft. D = 2.23 Acres Asphalt = 1.86 Acres all Approved by Resolution No. _______of the Planning Board of the Town of Cortlandt, Proposed W Tax Lot 44.17-1-16 New Property Line New York, on the ______ day of ____________________ , 20_____ subject to all Septic Tank ne and Pump N/F Reid Gearhart requirements and conditions of said resolution. Sto Chamber & Tiziana Mohorovic Proposed 1'' Type K Copper Per 243.86' (D ey) Any change, erasure, modification or revision in this plat or site development plan, after as Per eed) Water Service as Per 50' ed Lib 30.00' Deed Liber #12229, Page #339 urv the above date, shall void this approval. Engineering De Engineering Plans 30.00' 30.00' Plans Wid er 243.23' (S 30.00' 30.00' Signed this______ day of________________________ , 20_____ by e R 2120 velope 336.41' Building Envelope Building Envelope igh 30.00' t of , Page Building En Wa Chairperson of the Planning Board Proposed Access UPole ll 8.96' and Utility Easement y 12 199.48' for the Benefit of Lot 3 ' Over Lot 2 .96 136 Stone Wa10 Building Envelope Building Enve ive W lope 5" all 2' 4 lt Dr Stone Masonry 6° 5 Proposed 1'' Type K Copper W pe 0" E lo S3 Water Service as Per Engineering N 36° 57' 00" W Pier 70.54' ne nve ha gE Plans 50.00' Sto S 28° 14' 4 ldin Asp Properties Not Contiguous Bu i FINAL 50.00' Apprx. Location of Water - Overlap Exists Frame Stone Shed Mas. Meter Pit as Per Engineer S 34° 17' 00" E Guy Stone Mas. Wall MONUMENT IROD 25.39' Stone Wall 59.05' 72.32' Stone Wall Wire 55.60' SUBDIVISION PLAT Wall 182.80' Stone N 55° 43' 00" E 153.35' UPole 72.32' UPole N 60° 15' 00" E PREPARED FOR Retaining Stone Wall 50. N 53° 26' 00" E Wall alt N 50° 37' 00" E UPole Edge of Asphalt UPole Edge of Asphalt 77 MONTROSE STATION, LLC 00' 36.37' f A sph Stone Masonry 41.26' MONTROSE STATION ROAD UPole SITUATE IN THE N 42° 45' 00" E eo ll Edg Pier Edge of Asphalt Edge of Asphalt 23.03' Wa Drain Inlet TOWN OF CORTLANDT MONUMENT ne IRON ROD Sto lt UPole Rim=145.17 N 56° 26' 00" E Approximate Location of WESTCHESTER COUNTY, NEW YORK s pha N 53° 38' 00" E 127.92' Existing 16" Cast Iron Water Main of A N 31° 21' 00" E UPole E dge 60.82' as Per Engineering Plans 91.39' Approximate Location of SCALE: 1" = 40' Existing 16" Cast Iron Water Main UPole as Per Engineering Plans Stone Retaining Wall N 37° 28' 00" E 33.36' Westchester County Index System: Sheet 222, Block 10399 I, Daniel T. Merritts Licensed Land Surveyor, who made this map do hereby certify that the survey upon which this map is based was completed Utility Design By: COPYRIGHT C 2026 TC MERRITTS LAND SURVEYORS TC MERRITTS LAND SURVEYORS April 1, 2025 and that this map was completed January 27, 2026. Map Revised: June 1, 2026; June 5, 2026; June 17, 2026 Cronin Engineering Project: Reference: ALL RIGHTS RESERVED, UNAUTHORIZED DUPLICATION OR 24-188 N/A ELECTRONIC TRANSMISSION WITHOUT PRIOR PERMISSION 394 BEDFORD ROAD ● PLEASANTVILLE ● NY 10570 Field Survey By: Drawn By: ● survey@tcmerritts.com IS A VIOLATION OF APPLICABLE LAWS. (914) 769-8003 PR/JC/BFC BJC/BFC/CP N.Y.S. Licensed Professional Engineer No.087679 Date New York State Licensed Land Surveyor No.050604 Patrick M. Bell, P.E. Project Manager: Checked By: THOMAS C. MERRITTS LAND SURVEYOR PC BFC BFC Page 143 Page 144 Page 145 Page 146 Page 147 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Cortlandt Self-Storage LP Name of Action or Project: Cortlandt Self-Storage Project Location (describe, and attach a location map): 44 Regina Avenue, Mohegan Lake, NY 10547 (Town of Cortlandt) Brief Description of Proposed Action: Amended Site Plan for the construction of a new storage building and creation of an outdoor contractor yard. Name of Applicant or Sponsor: Telephone: 914-403-6551 Cortlandt Self-Storage LP (Mark Giordano) E-Mail: mark@giordanobuilders.com Address: 1340 Baptist Church Road City/PO: State: Zip Code: Yorktown Heights NY 10598 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ✔ may be affected in the municipality and proceed to Part 2. If No, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: Planning Board-Amended Sitte Plan ✔ 3. a. Total acreage of the site of the proposed action? 18.044 acres b. Total acreage to be physically disturbed? 0.1 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 18.044 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: Ƒ Urban Rural (non-agriculture) Industrial ■ Commercial ■ Residential (suburban) ■ Forest Agriculture Aquatic Other(Specify): Parkland Page 1 of 3 SEAF 2026 Page 148 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ ✔ b. Consistent with the adopted comprehensive plan? ✔ ✔ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: ✔ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ✔ b. Are public transportation services available at or near the site of the proposed action? ✔ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ✔ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: Meets building code requirements ✔ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: ✔ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ✔ 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the ✔ State Register of Historic Places? ✔ b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 SEAF 2026 Page 149 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Ƒ Shoreline Ƒ■ Forest Agricultural/grasslands Early mid-successional ■ Wetland Ƒ Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100-year or 500-year flood plain? NO YES ✔ NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources?If Yes, ✔ a. Will storm water discharges flow to adjacent properties? ✔ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ✔ If Yes, briefly describe: On-site stormwater management facility 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ✔ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: ✔ 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed) for hazardous waste? If Yes, describe: ✔ NO YES 21. Is the project located within, or within ½ mile of, a disadvantaged community? ✔ If No, could impacts from the project affect a disadvantaged community? ✔ If Yes to either question in 21, answer the following question. a. Identify the potential pollution impacts of the project, either direct or indirect, that may occur within the disadvantaged community (e.g., wastewater discharges, air emissions, noise, odors, solid or hazardous waste generation or management): I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Cronin Engineering Date: June 24, 2026 Signature: Title: Project Engineer / Manager Page 3 of 3 SEAF 2026 Page 150 EAF Mapper Summary Report Wednesday, June 24, 2026 10:19 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. Part 1 / Question 7 [Critical Environmental No Area] Part 1 / Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 / Question 12b [Archeological Sites] Yes Part 1 / Question 13a [Wetlands or Other Yes - Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 / Question 16 [100 or 500 Year Yes Floodplain] Part 1 / Question 20 [Remediation Site] No Part 1 / Question 21 [Disadvantaged No Community] Short Environmental Assessment Form - EAF Mapper Summary Report 1 Page 151 DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION COLOR Page 152 ET RE ST AIN S TM EA SITE SITE DEVELOPMENT PLAN CORTLANDT CORTLANDT FOR CORTLANDT SELF STORAGE TOWN OF CORTLANDT WESTCHESTER COUNTY, NEW YORK SITE GENERAL NOTES CORTLANDT CORTLANDT 1. PARCEL TAX MAP DESIGNATION: SECTION: 24.10, BLOCK: 1, LOT(S): 4 2. TOTAL AREA OF PROPERTY: 785,997 SQUARE FEET (18.044 ACRES). LOCATION MAP SCALE: 1" = 700' 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON SURVEYING AND ENGINEERING, D.P.C. ENTITLED "SURVEY OF PROPERTY PREPARED FOR CORTLANDT SELF-STORAGE, L.P..." DATED JULY 2, 2025. 4. PARCEL IS LOCATED IN THE TOWN OF CORTLANDT M-1 (LIGHT INDUSTRIAL) ZONING DISTRICT. 5. PARCEL IS LOCATED IN THE HUDSON RIVER BASIN. LIST OF DRAWINGS SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED 423.3' SP-1.1 1 OF 2 AMENDED SITE PLAN JUNE 24, 2026 - www.digsafelynewyork.com AMENDED SITE PLAN SP-1.2 2 OF 2 JUNE 24, 2026 - (LARGER SCALE) SEE SHEET SP-1.2 (LARGER SCALE) 60 0 30 60 EXISTING PARKING AREA NOT PART OF OUTSIDE PROPOSED ASPHALT CONTRACTOR STORAGE RAMP W/RETAINING AREAS WALLS & GUIDE RAILS EXISTING SEWER STRUCTURE & PUMPS (DESIGN BY OTHERS) SCALE: 1" = 60 FT. APPROX. LOCATION OF EXISTING SEWER FORCE SERVICE 179.1 ' APPLICANT CONTRACTOR YARD 9 PARK ING SP ACES AREA = 3,000 SF (EQUIPMENT, CONTAINER & Existin gA Parkin sphalt PROPOSED 40'x100' G 2-STORY OFFICE & SE R LF MATERIALS STORAGE) CORTLANDT SELF STORAGE, L.P. g Area STORAGE BUILDING C/O MARK GIORDANO 44 REGINA AVENUE .4 Metal Self Storage Metal Self Storage Building No CORTLANDT MANOR, NEW YORK 10567 EXISTING SEWER Building No. 3 4"Ø GRAVITY APPROXIMATE LOCATION OF EXISTING PIPE STRUCTURE & PUMPS 8"Ø GRAVITY SANITARY SEWER MAIN BATHROOM THROUGH "PONDVIEW" DEVELOPMENT Metal Self Storage Building No.5 APPROX. LOCATION OF EXISTING SEWER FORCE · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS SERVICE UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS No. 2 Metal Self Storage Building SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE EXIST 4"Ø GRAVITY PIPE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. g Metal Equipment Storage Buildin g No. 9 · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. (or Future Self Storage) Buildin Metal Self Storage Metal Self Storage Building No. 1 BATHROOM Building No. 8 REVISIONS 5 4 3 2-Story Metal Self Storage Building 2-Story Metal 2 No. 6 Self Storage Building No. 7 1 CONTRACTOR YARD SEE SHEET SP-1.2 (LARGER SCALE) AREA = 7,000 SF # REASON DATE (EQUIPMENT, CONTAINER & MATERIALS STORAGE) MUNICIPAL TAX IDENTIFICATION: EXISTING PARKING SECTION: 24.10 AREAS NOT PART OF OUTSIDE CONTRACTOR BLOCK: 1 STORAGE AREAS LOT: 4 SUBLOT: - DRAWN BY: AD/JCA CHECKED: JCA/PMB PROJECT: GIORDANO DATE: JUNE 24, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 C N N N N N NAL N N N C N L N BUILDING CHART (914) 736-3664 BUILDING NO. AREA (SF) CURRENT USE PROPOSED USE 1 5,200 SF SELF STORAGE SELF STORAGE 39 Arlo Lane Cortlandt Manor, New York 10567 2 10,500 SF SELF STORAGE SELF STORAGE 3 5,000 SF SELF STORAGE SELF STORAGE SITE DEVELOPMENT PLAN 4 7,350 SF SELF STORAGE SELF STORAGE 5 6,500 SF SELF STORAGE SELF STORAGE 6 7,500 SF SELF STORAGE SELF STORAGE SITE DEVELOPMENT PLAN 7 6,000 SF SELF STORAGE SELF STORAGE FOR CORTLANDT SELF-STORAGE, L.P. 8 4,000 SF SELF STORAGE SELF STORAGE EQUIPMENT STORAGE OR 9 7,600 SF EQUIPMENT STORAGE SELF STORAGE LOCATION: 10 3,000 SF MECHANIC SHOP MECHANIC SHOP REGINA AVENUE 11 4,000 SF N/A SELF STORAGE & OFFICE TOWN OF CORTLANDT, NEW YORK SITE DEVELOPMENT PLAN TOTAL 66,650 SF SCALE: 1" = 60' SHEET 1 OF 2 SP-1.1 Page 153 ET RE ST IN MA ST EA SITE CORTLANDT CORTLANDT SITE CORTLANDT CORTLANDT LOCATION MAP SCALE: 1" = 700' INSIDE EDGE OF PROPOSED PROPOSED NEW RETAINING WALL METAL GUIDERAIL PROPOSED PROPOSED GUIDE-RAIL ON HANDICAP RETAINING WALL SIGN POSTED PORTION OF METAL 9 PAR GUIDERAIL TO BE REMOVED KING 9'x18' SPAC ES TYP PROPOSED ASPHALT RAMP TO SECOND FLOOR EXIST G R www.digsafelynewyork.com ING P ARKING AREA PROPOSED 40 OFFICE AND ST 'x100' ORAGE BUILD 1ST FL=350.5 ING 2ND FL=360.5 20 0 10 20 EXISTING PARKING AREA orage Building No. 4 SCALE: 1" = 20 FT. APPLICANT 26' PROPOSED RETAINING WALL CORTLANDT SELF STORAGE, L.P. C/O MARK GIORDANO 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 Metal Self Storage Building No.5 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. REVISIONS 5 CONTRACTOR YARD AREA = 3,000 SF (EQUIPMENT, CONTAINER & MATERIALS 4 SOTRAGE) 3 2 1 # REASON DATE MUNICIPAL TAX IDENTIFICATION: Metal Self Storage SECTION: 24.10 Building No. 8 Metal Self Storage Building No. 1 BLOCK: LOT: 1 4 SUBLOT: - DRAWN BY: AD/JCA CHECKED: JCA/PMB PROJECT: GIORDANO DATE: JUNE 24, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 C N N N N N NAL N N N C N L N 39 Arlo Lane Cortlandt Manor, New York 10567 SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN SCALE: 1" = 20' FOR CORTLANDT SELF-STORAGE, L.P. LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK SHEET 2 OF 2 SP-1.2