Planning Board Meeting & Work Session — 2026-05-05 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chairperson Town Supervisor Thomas A. Bianchi, Vice-Chairperson Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914-734-1080 Town Board Kevin Kobasa Fax #: 914-788-0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko chrisk@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/84874269955?pwd=fBzbLYVG6OoT7dqpmp0bQYp3l2fbZa.1 WORK SESSION…………………………………………………………..MAY 5, 2026 6:00 PM 1. Discuss May 5, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* MAY 5, 2026 1. PLEDGE TO THE FLAG 2. ROLL CALL 3. CHANGES TO THE AGENDA BY MAJORITY VOTE 4. ADOPTION OF THE MINUTES OF THE MEETING OF APRIL 7, 2026 5. RESOLUTIONS PB 2026-4 a. Application of Rafael Triana of High Q Electric for renewal of a Specialty Trade Contractor Special Permit for an electrical contractor located at 1 Dogwood Rd. Drawings dated April 5, 2022 (see prior PB’s 8-99 & 2020-18) 6. PUBLIC HEARING (ADJOURNED FROM PREVIOUS MEETING) PB 2025-5 a. Public Hearing: Application of VS Construction Corp. for Site Plan approval and for Tree, Wetland and Steep Slope permits for a proposed 96,850 sq. ft. Assisted Living Facility located in the Medical Oriented District (MOD) at 2003 Crompond Road. Drawings revised April 22, 2026. 7. PUBLIC HEARINGS (NEW) PB 2024-8 a. Public Hearing: 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) Page 2 PB 2025-16 b. Public Hearing: Application of Steven J. Basini, R.A. for the property of Maric Family Limited Partnership and Maric 1903 LLC for Amended Site Plan approval, Special Permit for an automotive body and paint shop, and Special Permit for a reduction in the required number of parking spaces, for the conversion of a portion of the existing storage building into an autobody repair garage to include parking layout and interior modifications for property located at 23 Arlo Lane. Drawings revised March 23, 2026. (see prior PB 2020-19) 8. OLD BUSINESS PB 2025-18 a. 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 vehicle showroom and service facility for property located at 70 Roa Hook Rd. Drawings revised March 25, 2026 (see prior PB 13-16) PB 2026-3 b. Application of VS Construction 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 March 25, 2026. PB 2026-7 c. Application of New York-Presbyterian/Hudson Valley Hospital Center for Amended Site Plan Approval for a proposed 1,877 sq. ft. addition to the existing Medical Office Building for a Linear Accelerator for property located at 1980 Crompond Rd. Drawings dated March 12, 2026 (see prior PB’s 2019-9, 8-13, 23-04, 25-01, 23-01, 4-01) PB 2024-4 d. Application of John Lentini, R.A., for the property of J Glamour Nails & Spa, Inc., for Site Development Plan approval for the conversion of the former La Viletta Restaurant into a Nail Salon for property located at 3172 East Main St. (Cortlandt Boulevard). Drawings revised February 13, 2026. 9. NEW BUSINESS PB 2026-8 a. Application of Mike Miele, P.E. for the property of 56 Mistis Roa Hook Road Corp. for Site Development Plan approval and a Steep Slope permit for a proposed 16,000 sq. ft. indoor multi-sports facility for property located at 56-64 Roa Hook Road. Drawings dated February 22, 2025 (see prior PB’s 45-95 and 4-10). 10. ADJOURNMENT Next Regular Meeting; TUESDAY, JUNE 2, 2026 at 6:30* PM Agenda information is also available at www.townofcortlandt.com * Regular meeting will begin at the conclusion of the work session 2|Page Page 3 Page 4 Page 5 Page 6 Page 7 April 22, 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 – Assisted Living Facility (2003 Crompond Road (PB 2025-5) Response to Dept of Planning & Community Development Comments Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp and in connection with the Evergreen Manor Parcel 1 Assisted Living Facility Site Plan we offer the following responses to comments received from Department of Planning & Community Development, dated January 16, 2025. The comments were based on the plan set submitted to the Town with a revision date of November 20, 2025. 1. Comment: Retaining Walls: This project includes the construction of over 2,400 linear feet of retaining walls, with an average height of 8-12 feet and some areas extending up to 18 feet tall. These walls will be a prominent site feature of this project; their massing and visual impacts are important considerations for the Planning Board to understand and evaluate. As such: A. The section of retaining wall that curves around in front of the building, at the intersection of Route 202 and the new cul-de-sac, will be 14 feet tall. The applicant shall investigate the possibility of tiering this section of wall and adding robust plantings between levels, in an effort to reduce their visual impact at this important intersection. B. The applicant shall provide material samples to the Board, along with photos of installed examples, so they can evaluate the proposed material(s)/color(s). Page 8 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 2 Response: A. The single wall at the eastern corner of the Evergreen Manor main entry drive has been revised to include two 5-ft high walls 5-ft to 8-ft apart. In front of the lower wall, a mix of evergreen and deciduous trees, shrubs and perennials will add seasonal interest to the entry drive corner and will provide a backdrop to the new monument sign. Due to restrictions on planting above the geogrid which supports the walls, small shrubs are located between the two wall tiers including evergreen inkberry and deciduous ninebark and summersweet. Columnar junipers are located behind the upper tier wall near the building façade. B. The attached Figure 1 provides photographs of the proposed gray block color that will be used for the retaining walls within Parcel 1 and an example of the installed wall design (in a different color) at a nearby development along Crompond Road. The Applicant will have physical samples available for presentation at the Board’s meeting. 2. Comment: Perspective Renderings: The applicant previously provided two perspective views of the project (sheet A0.0 showing view from the intersection at 202 and new road, and sheet A0.1 showing view of the main entrance facade on the south side of the building). These views shall be revised to include a standard scale figure (6-foot-tall) for reference. The following additional perspective views – showing the building, retaining walls, proposed landscape treatment, and the standard scale figure – shall be provided: A. View from Route 202 looking southwest, in area of emergency access road; B. Straight-on view from Route 202, halfway between emergency access and traffic light at new cul-de-sac intersection. C. View from the new road looking southeast, in the area about halfway between Route 202 and the vehicular entrance to the assisted living site. Response: The enclosed renderings have been updated to include the additional requested perspective views. Page 9 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 3 3. Comment: Fences: There are numerous fence labels shown on sheet SP-1.0 but it is not clear what types of fencing are proposed in which locations. A few labels are tagged to detail #11 on sheet SP-6.1 but none of the other labels include detail references, and the only fence detail provided is for a chain link fence. It appears that more than one type of fencing is proposed as the perspective renderings show a black iron fence atop some of the retaining walls, and a white aluminum fence in some areas. The applicant shall show details for all proposed fence types, and clearly label every section of fence on the plan with reference to the associated fence detail. Chain link fencing should be avoided where possible. Any fenced outdoor areas that will be programmed for resident use shall be labeled accordingly. Response: The fall protection fences along the tops of the perimeter retaining walls adjacent to the parking lot (south and east) will be 4-ft high black vinyl chain link fence. The fall protection fences along the Crompond Road and the new Evergreen Manor main access road frontages will be a 4-ft high black aluminum picket style decorative fence. The fence around the Memory Care Garden and the refuse area screen will be an 8-ft high, white wood or vinyl fence with a 6-ft high solid board and a 2-ft high lattice area above. The refuse area will be enclosed with a 6-ft high black vinyl chain link fence with black privacy slats. Landscaping 4.A. Comment: The Site Landscape Plan (sheet SP-4.1) shows broad plant categories and notes the total number of plants proposed in each category, along with examples of specific plants that may be selected for that category, but a precise list and corresponding key to the landscape plan is not shown. A standard planting schedule is required, and shall include the name, quantity (not area), and size at planting of each plant material selected, along with a plant-specific key to the landscape plan. Generic plant material entries such as “Quercus SPP” are not sufficient. Response: The landscape plan has been updated with plant callouts corresponding to a more detailed plant list. Page 10 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 4 4.B. Comment: The applicant should evaluate a less linear approach to the landscaping along Route 202 between the emergency access road and the new cul-de-sac. Acknowledging that the 60”- diameter underground drainage pipe running parallel to Route 202 in this vicinity could influence the location and types of plantings between the building and the road, areas should be identified where larger groupings of trees/shrubs could be clustered, with some specimen trees included between clusters. This could help break up the view of the building from Route 202, while also providing opportunities to highlight portions of the building in areas where the plantings open up. Response: The landscape plan along Crompond Road has been updated to provide a more irregular plant layout with the north building elevation considered for the proposed plant locations. 4.C. Comment: The five (5) evergreens shown at the corner of the building near the intersection of 202 and the new cul-de-sac are too few, and spaced too far apart. Additional and varied trees should be added to this area, to help soften the view of the 3-story building as it sits atop a ±14-tall retaining wall. Response: The single wall at the northeast corner of the entry drive has been revised to include two 5-ft high walls 5-ft to 8-ft apart. In front of the lower wall, a mix of evergreen and deciduous trees, shrubs and perennials will add seasonal interest to the entry drive corner and will provide a backdrop to the new monument sign. Due to restrictions on planting above the geogrid which supports the walls, small shrubs are located between the two wall tiers including evergreen inkberry and deciduous ninebark and summersweet. Columnar junipers are located behind the upper tier wall near the building façade. 4.D. Comment: The applicant shall clarify whether any landscaping is proposed within the fenced-in areas flanking the main entrance, the interior courtyard, and any other fenced areas on site. If so, that information should be added to the landscape plan. Response: Landscape and hardscape areas have been shown for the interior and exterior garden areas around the proposed building. Page 11 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 5 4.E. Comment: The Site Grading and Drainage Plan (sheet SP-2.0) shows numerous stormwater planters around the foundation of the building (both along the exterior and within the courtyard). No detail is provided explaining how these planters will be designed, and the Site Landscape Plan shows other landscaping treatments where the stormwater planters are shown on SP-2.0. The applicant shall clarify whether the stormwater planters are actually proposed and, if so, provide a detail and maintenance plan for them, along with a planting schedule showing the specific type, quantity and size of their proposed plant materials. Response: Stormwater planters are proposed as a green infrastructure technique to treat roof runoff from portions of the new building. Stormwater plants have been shown for the stormwater planters along with the addition of the plants to the plant schedule (see SP-4.1 and SP-4.2). A detail for the stormwater planter design has been added to Sheet SP-6.2 (see detail #7). Stormwater planter maintenance will include mulching and weeding during regular landscape maintenance. Sediments will be removed if capacity is reduced by 10% or greater. 4.F. Comment: Wherever possible, native/indigenous plant materials should be selected in favor of non-natives. Response: All plant material is native to the US and the majority of the plants are native to the northeast US. 5. Comment: Parking Lot Landscaping: Per §307-22, the minimum required landscaping for parking lots with 30 or more vehicles must be included within the perimeter of the lot. The calculations provided at the bottom right of sheet SP- 4.1 indicate that a 1,285 square foot “landscape perimeter” has been provided. The applicant shall provide a colored plan graphic clearly showing the parking lot area, and the associated landscaped areas within that perimeter that area being counted towards parking lot landscaping. These areas must be within the perimeter of the parking lot. Response: The attached Figure 2, Parking Lot Perimeter Landscaping, provides calculations demonstrating that the proposed perimeter landscaping meets the minimum 5% requirement based on the parking lot area. Page 12 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 6 Lighting 6.A Comment: The overall lighting levels in most areas of the site are acceptable, though there are some hot spots in the 2-4 footcandle range, primarily around the pole fixtures. The applicant should evaluate whether the lighting plan can be modified to eliminate those hot spots. Response: The lighting plan has been revised to the extent practicable to reduce light levels while meeting IESNA recommended standards. The photometrics and cut sheets for the Gardco downlight fixtures have also been revised per recent updates from the lighting manufacturer. The Gardco lumen output has been reduced and the post top downlights have been adjusted to increase the spacing between lights and to include a house side shield (which is factored into the photometrics). 6.B. Comment: The applicant shall provide fixture specifications for the proposed bollard light fixture, and clarify how many bollards are proposed. The Lighting Plan (SP- 5.1) shows five bollards (B1-B5) but the fixture schedule indicates only three are proposed. Response: A bollard specification sheet has been added to SP-5.3 Detail 3. Eight (8) bollard lights are proposed for the Memory Courtyard. 6.C. Comment: The applicant shall clarify whether any outdoor lighting is proposed beneath the porte-cochere. If so, fixture details shall be provided and the associated photometrics shall be added to the lighting plan. Response: Fixture specifications have been provided for all fixtures including building mounted lights and canopy lights. Building mounted and canopy lights have been added to the photometric plan. See cut sheets on Sheet SP-5.3, Detail 2. The lights are called out on the lighting plan and a legend for building lighting has been added to the lighting plan sheet. 6.D. Comment: The applicant shall clarify whether any exterior wall-mounted light fixtures are proposed. If so, fixture details shall be provided and the associated photometrics added to the lighting plan. Page 13 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 7 Response: Fixture specifications have been provided for all fixtures including building mounted lights and canopy lights. Building mounted and canopy lights have been added to the photometric plan. See cut sheets on Sheet SP-5.3, Detail 2. The lights are called out on the lighting plan and a legend for building lighting has been added to the lighting plan sheet. 6.E. Comment: The Sentry “acorn style” fixture does not appear to be Dark Sky compliant. No BUG ratings were provided and we are concerned that, depending on where within the fixture the LEDs are located, there could be substantial glare issues. If acorn-style fixtures are preferred by the applicant, we suggest finding an alternative fixture that is Dark Sky compliant and where the bulbs are hidden up in the cap of the acorn, which could help to reduce glare. Response: The Sentry fixture has been replaced with an alternative traditional style post- top mounted fixture where the LED is housed within the fixture and does not extend below the housing. See updated details on Sheet SP-5.2, Details 1 and 2. 7. Comment: Tree Removals: The applicant shall provide a clear, detailed list of all trees proposed to be removed, and an accounting of whether any are specimen/protected trees and/or on steep slopes of 25% or greater. Response: A Tree Removal table is enclosed with this response memo. The table provides the condition and observations gathered during the Tree Assessment conducted by SavATree. In total, 386 trees are proposed to be removed. Of those trees, 126 trees were identified as invasive species. Excluding the invasive trees, another 43 trees were identified in dead or poor condition. Sheet SP-10.0 shows the Tree Removal Plan and the steep slopes of the site. The limit of disturbance is 177,760, which requires planting 1 tree for each 1,000 square feet, or 178 trees to be planted. There are 52 trees to be removed that are on steep slopes greater than 25%, which require a replacement at a ratio of 2:1, or 124 additional trees. There are 2 Protected trees that are to be removed, which requires replacement at a ratio of 1.5:1 (rounded up), or 2 additional trees. Therefore, the total number of trees required to be replanted is 304 trees. Page 14 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 8 8. Comment: Steep Slopes: A. A more granular analysis of the slopes between 15-30% is necessary. As such, the applicant shall revise the Steep Slopes Map for Overall Site (sheet SP-12.0) to differentiate between slopes of 15-20%, 20-25%, and 25-30%. The corresponding map legend shall clearly label what each color used represents. B. On the Steep Slopes Map (Parcel 1), sheet SP-12.1, the applicant shall apply a level of transparency to the proposed building and parking area in order to ensure that the areas of steep slope disturbance are still visible. Response: A. SP-12.1 has been revised to differentiate slopes of 15-20%, 20-25%, 25-30% and >30%, which are shown on a corresponding legend. B. The gray building and parking area fills have been turned off so they do not interfere with the visibility of the slope area. 9. Comment: Signage: The applicant shall provide as much information as is known regarding how signage will be handled for the site, such as sign type, location, size, and whether/how it may be illuminated. Advance consideration should be given to how the signage for the assisted living facility will integrate with other signage that may be requested as the parent parcel is further developed in the future. Response: A 6-ft long by 4-ft high monument sign is proposed at the northeast corner of the Crompond Road intersection. The sign will be uplit with narrow beam uplights. A second 3-ft long by 4-ft high sign is proposed at the northeast corner of the Assisted Living driveway. It will also be uplit with narrow beam uplights. 10. Comment: Trash Enclosure: The applicant proposes to surround the trash enclosure with aluminum fencing. A more durable material should be considered for this area as aluminum fencing is easily damaged and may not hold up over time. Per §154-4. A of the Town zoning code, acceptable materials include “wood lumber, composite lumber, masonry, concrete or a suitable sturdy material Page 15 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 9 conditioned to withstand the weather.” Chapter 154 of the Town’s zoning code has additional dumpster enclosure standards that should be reviewed. Response: The trash enclosure area will be surrounded by a 6’ high black vinyl chain link fence with privacy slats. 11. Comment: Refuse Vehicle Maneuvering: The Parcel 1 Refuse Vehicle Maneuvering Plan (sheet SP-11.2) shows the truck approaching the dumpsters at an angle versus head-on, calling into question how the truck would be able to lift the dumpsters. The applicant shall evaluate the proposed design to either confirm its functionality as proposed, or revise as necessary. Response: Parcel 1 Refuse Vehicle Maneuvering Plan (sheet SP-11.2) has been revised to show that a refuse truck will be able to maneuver head-on to access the dumpster enclosure. 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 16 Figure 1 Evergreen Manor Retaining Walls Proposed Retaining Wall Block Color Installed Wall Example (Note: example for design only, block color is different from proposed) Page 17 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PARKING LOT: 25,224 SF Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ LANDSCAPE PERIMETER: 1,287 SF Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PERCENT REQUIRED: 5% = 1261 SF Λ Λ Λ Λ Λ Λ Λ Λ PERCENT PROVIDED: 1,287 (5.1%) Λ Λ Λ Λ Λ Λ Λ Λ PARKING AREA Λ Λ Λ Λ 25,230 SF Λ Λ Λ Λ Λ Λ Λ Λ Λ 5% INTERIOR PARKING AREA LANDSCAPED Λ Λ Λ Λ 1,287 SF Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PARKING LOT PERIMETER LANDSCAPING EVERGREEN MANOR FIGURE NO. 2 CORTLANDT, NY Page 18 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 2576 Norway maple Acer platanoides 18 Fair Deadwood. Slight lean Yes No 2577 Sugar maple Acer saccharum 18 Fair Deadwood. Slight lean No No 2578 White pine Pinus strobus 39 Dead Standing dead tree No Yes 2579 Mockernut hickory Carya tomentosa 4 Fair Overtopped No No 2580 Black cherry Prunus serotina 19 Fair Self correcting lean No No 2581 Black cherry Prunus serotina 10 Fair Overtopped No No 2582 Norway spruce Picea abies 45 Fair Large deadwood No No 2583 Norway spruce Picea abies 43 Fair Large deadwood No No 2584 Pin oak Quercus palustris 24 Fair Deadwood No No 2585 Norway maple Acer platanoides 15 Fair Multi lead. overtopped. Yes No 2586 Mulberry Morus spp. 6 Fair Canopy in wires No No 2587 Sugar maple Acer saccharum 18 Good Small deadwood No No 2588 Norway maple Acer platanoides 14 Fair Overtopped Yes No 2589 Sawara cypress Chamaecyparis pisifera 17 Fair Codominant near base. Overtopped No No 2590 Sugar maple Acer saccharum 16 Fair Self correcting lean No No 2591 Sawara cypress Chamaecyparis pisifera 13 Fair Overtopped No No 2592 Norway maple Acer platanoides 8 Fair Overtopped Yes No 2593 American linden Tilia americana 22 Fair Deadwood No No 2594 Norway maple Acer platanoides 9 Fair Overtopped Yes No 2595 Sawara cypress Chamaecyparis pisifera 7 Fair Overtopped. Leans No No 2596 Sugar maple Acer saccharum 37 Fair Codominant at 4 feet with included bark. No No 2597 Sugar maple Acer saccharum 17 Fair Overtopped. Leans No No 2598 Sawara cypress Chamaecyparis pisifera 7 Fair Overtopped. Leans No No 2599 Norway maple Acer platanoides 6 Poor Overtopped. Dead top Yes Yes 2600 Sawara cypress Chamaecyparis pisifera 16 Fair Codominant at base. No No 2601 American linden Tilia americana 55 Poor Multiple failures. Significant decay No Yes 2602 Sugar maple Acer saccharum 18 Fair Deadwood No No 2603 Mulberry Morus spp. 29 Fair Leans. Deadwood. Dieback No No 2604 Japanese maple Acer palmatum 27 Good Tri lead at 3 feet No No 2605 Japanese maple Acer palmatum 14 Fair Prior failure with decay in wound No No 2606 Flowering dogwood Cornus florida 14 Fair Vines. Deadwood No No 2621 American linden Tilia americana 7 Fair Vines No No 2622 American linden Tilia americana 6 Poor Damaged by machinery No Yes 3501 Norway maple Acer platanoides 11 Fair Overtopped Yes No 3502 White pine Pinus strobus 22 Fair Deadwood No No 3503 Sugar maple Acer saccharum 25 Poor Dieback. Large deadwood No No 3504 Sugar maple Acer saccharum 29 Fair Deadwood No No 3505 Norway maple Acer platanoides 8 Fair Overtopped. Spotted lantern fly Yes No 3506 Norway maple Acer platanoides 14 Fair Small deadwood Yes No 3507 Norway maple Acer platanoides 22 Fair Deadwood Yes No 3508 Norway maple Acer platanoides 18 Fair Deadwood. Overtopped Yes No 3509 Norway maple Acer platanoides 13 Fair Overtopped Yes No 3510 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3511 Catalpa Catalpa speciosa 14 Poor Deadwood No No 3512 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3513 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3514 Red oak Quercus rubra 30 Fair Deadwood No No 3515 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3516 American elm Ulmus americana 4 Poor Overtopped No No 3517 American elm Ulmus americana 5 Fair Overtopped No No 3518 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3519 Sugar maple Acer saccharum 39 Fair Deadwood No No 3520 Norway maple Acer platanoides 11 Good Overtopped Yes No 3521 Norway maple Acer platanoides 24 Fair Multi stemmed clump. Overtopped Yes No 3522 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3523 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3524 Norway maple Acer platanoides 20 Fair Tri lead. Overtopped Yes No 3525 Norway maple Acer platanoides 8 Fair Overtopped Yes No 3526 Norway maple Acer platanoides 14 Good Slight lean Yes No 3527 Norway maple Acer platanoides 7 Poor Dead top Yes Yes 3528 Norway maple Acer platanoides 8 Fair Overtopped Yes No 3529 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3530 Sugar maple Acer saccharum 38 Dead Standing dead tree No Yes 3531 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3532 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3533 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3534 Norway maple Acer platanoides 19 Good Small deadwood Yes No Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 1 of 6 Page 19 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 3535 Japanese maple Acer palmatum 5 Good Overtopped No No 3536 Norway maple Acer platanoides 13 Fair Small deadwood Yes No 3537 Silver maple Acer saccharinum 7 Fair Vines. Overtopped No No 3538 Japanese maple Acer palmatum 6 Fair Overtopped No No 3539 American elm Ulmus americana 4 Fair Overtopped No No 3540 American elm Ulmus americana 10 Fair Codominant at 2 feet. Overtopped No No 3541 Sugar maple Acer saccharum 22 Good Deadwood No No 3542 Sugar maple Acer saccharum 11 Fair Overtopped No No 3543 Red maple Acer rubrum 4 Fair Overtopped No No 3544 Silver maple Acer saccharinum 5 Fair None No No 3545 Red maple Acer rubrum 24 Good Codominant at 12 feet No No 3546 Sugar maple Acer saccharum 13 Good Small deadwood No No 3547 Japanese maple Acer palmatum 4 Fair Overtopped No No 3548 Japanese maple Acer palmatum 4 Fair Overtopped No No 3549 Sugar maple Acer saccharum 13 Fair Grows out of rock wall No No 3550 Sugar maple Acer saccharum 22 Good Deadwood No No 3551 Ailanthus Ailanthus altissima 10 Good Invasive species Yes No 3552 Japanese maple Acer palmatum 6 Fair Overtopped No No 3553 Japanese maple Acer palmatum 9 Fair Overtopped No No 3554 Black walnut Juglans nigra 10 Fair Small deadwood No No 3555 Japanese maple Acer palmatum 7 Poor Overtopped No No 3556 Sugar maple Acer saccharum 22 Fair Deadwood No No 3557 Japanese maple Acer palmatum 10 Fair Overtopped No No 3558 Japanese maple Acer palmatum 9 Fair Overtopped No No 3559 Japanese maple Acer palmatum 14 Fair Deadwood No No 3560 Japanese maple Acer palmatum 5 Fair Overtopped No No 3561 Japanese maple Acer palmatum 6 Fair Overtopped No No 3562 Sugar maple Acer saccharum 21 Good Deadwood No No 3563 Japanese maple Acer palmatum 11 Fair Overtopped No No 3564 Japanese maple Acer palmatum 11 Fair Overtopped No No 3565 Japanese maple Acer palmatum 9 Fair Overtopped No No 3566 Japanese maple Acer palmatum 14 Fair Overtopped No No 3567 Japanese maple Acer palmatum 10 Fair Overtopped No No 3568 Japanese maple Acer palmatum 4 Fair Overtopped No No 3569 Japanese maple Acer palmatum 5 Poor Overtopped. Dieback No Yes 3570 White pine Pinus strobus 14 Poor Little canopy remains. Almost dead No Yes 3571 Japanese maple Acer palmatum 6 Poor Dieback No No 3572 Japanese maple Acer palmatum 5 Fair Dieback No No 3573 Japanese maple Acer palmatum 5 Poor Cracked main lead No Yes 3574 Red pine Pinus resinosa 9 Poor Little canopy remains. Almost dead No Yes 3575 Norway spruce Picea abies 18 Fair Deadwood No No 3576 Japanese maple Acer palmatum 6 Fair Overtopped No No 3577 Japanese maple Acer palmatum 7 Fair Overtopped No No 3578 Japanese maple Acer palmatum 7 Fair Overtopped No No 3579 American elm Ulmus americana 15 Good Small deadwood No No 3580 Japanese maple Acer palmatum 6 Poor Vines No No 3581 Japanese maple Acer palmatum 5 Poor Almost dead No Yes 3582 Japanese maple Acer palmatum 7 Poor Almost dead No Yes 3583 Mulberry Morus spp. 27 Poor Vines. Half of tree removed No Yes 3584 Ailanthus Ailanthus altissima 6 Fair Overtopped Yes No 3585 Ailanthus Ailanthus altissima 7 Fair Overtopped Yes No 3586 Ailanthus Ailanthus altissima 7 Fair Overtopped Yes No 3587 Japanese maple Acer palmatum 13 Dead Standing dead tree No Yes 3588 Japanese maple Acer palmatum 4 Fair Overtopped No No 3589 Japanese maple Acer palmatum 8 Fair Overtopped No No 3590 Japanese maple Acer palmatum 10 Fair Overtopped No No 3591 Ailanthus Ailanthus altissima 19 Fair Deadwood Yes No 3592 Sawara cypress Chamaecyparis pisifera 8 Fair Overtopped No No 3593 Ailanthus Ailanthus altissima 24 Fair Deadwood Yes No 3594 Sawara cypress Chamaecyparis pisifera 6 Fair Overtopped No No 3595 Sawara cypress Chamaecyparis pisifera 7 Fair Overtopped No No 3596 Green ash Fraxinus pennsylvanica 7 Dead Standing dead tree No Yes 3597 Sugar maple Acer saccharum 5 Fair Overtopped No No 3598 Sawara cypress Chamaecyparis pisifera 6 Fair Overtopped No No 3599 Sawara cypress Chamaecyparis pisifera 7 Fair Overtopped No No 3600 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3601 Sawara cypress Chamaecyparis pisifera 8 Fair Overtopped No No Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 2 of 6 Page 20 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 3602 Sawara cypress Chamaecyparis pisifera 5 Poor Broken top No Yes 3603 Sawara cypress Chamaecyparis pisifera 7 Fair Overtopped No No 3604 Butternut Juglans cinerea 13 Good Slight lean No No 3605 Japanese maple Acer palmatum 6 Fair Overtopped No No 3606 Japanese maple Acer palmatum 7 Fair Overtopped No No 3607 Japanese maple Acer palmatum 6 Fair Overtopped No No 3608 Japanese maple Acer palmatum 5 Fair Overtopped No No 3609 Japanese maple Acer palmatum 4 Fair Overtopped No No 3610 Japanese maple Acer palmatum 4 Fair Overtopped No No 3611 Japanese maple Acer palmatum 5 Fair Overtopped No No 3612 Japanese maple Acer palmatum 6 Fair Overtopped No No 3613 Japanese maple Acer palmatum 4 Fair Overtopped No No 3614 Japanese maple Acer palmatum 4 Fair Overtopped No No 3615 Sugar maple Acer saccharum 21 Fair Deadwood No No 3616 Sugar maple Acer saccharum 15 Fair Overtopped No No 3619 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3620 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3621 Norway maple Acer platanoides 17 Good None Yes No 3622 Sugar maple Acer saccharum 13 Good None No No 3623 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3624 Sugar maple Acer saccharum 17 Good None No No 3625 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3626 Sugar maple Acer saccharum 14 Good None No No 3627 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3628 Norway maple Acer platanoides 12 Fair Overtopped Yes No 3629 Norway maple Acer platanoides 23 Fair Deadwood Yes No 3630 American elm Ulmus americana 17 Fair Deadwood No No 3631 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3632 Sugar maple Acer saccharum 13 Fair Overtopped No No 3633 Norway maple Acer platanoides 14 Fair Overtopped Yes No 3634 Norway maple Acer platanoides 8 Fair Overtopped Yes No 3635 Norway maple Acer platanoides 13 Fair Overtopped Yes No 3636 Black cherry Prunus serotina 31 Fair Large deadwood No No 3637 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3638 Sugar maple Acer saccharum 27 Fair Deadwood No No 3639 Sugar maple Acer saccharum 11 Fair Deadwood No No 3640 Norway maple Acer platanoides 13 Fair Overtopped Yes No 3641 Sugar maple Acer saccharum 19 Fair Overtopped. Deadwood No No 3642 Norway maple Acer platanoides 13 Fair Overtopped Yes No 3643 Ailanthus Ailanthus altissima 13 Fair Overtopped Yes No 3644 Sugar maple Acer saccharum 12 Fair Overtopped No No 3645 Ailanthus Ailanthus altissima 15 Poor Broken top. Almost dead Yes Yes 3646 Ailanthus Ailanthus altissima 12 Dead Broken top Yes Yes 3647 Ailanthus Ailanthus altissima 4 Poor Overtopped. Yes No 3648 Ailanthus Ailanthus altissima 26 Fair Deadwood Yes No 3649 Sugar maple Acer saccharum 19 Good Small deadwood No No 3650 Sugar maple Acer saccharum 12 Fair Overtopped No No 3651 Sugar maple Acer saccharum 12 Fair Overtopped No No 3652 Sugar maple Acer saccharum 19 Fair Deadwood No No 3653 Sugar maple Acer saccharum 20 Fair Overtopped. Deadwood No No 3654 Sugar maple Acer saccharum 5 Poor Overtopped. Dieback No No 3655 Sugar maple Acer saccharum 7 Fair Overtopped. No No 3656 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 3657 Norway maple Acer platanoides 11 Fair Overtopped. Yes No 3658 Sugar maple Acer saccharum 7 Dead Standing dead tree No Yes 3659 Norway maple Acer platanoides 17 Fair Deadwood Yes No 3660 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3661 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3662 Sugar maple Acer saccharum 14 Fair Overtopped No No 3663 Sugar maple Acer saccharum 6 Fair Overtopped No No 3664 Sugar maple Acer saccharum 12 Fair Overtopped No No 3666 Norway maple Acer platanoides 12 Fair Overtopped Yes No 3667 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3668 Norway maple Acer platanoides 11 Fair Overtopped Yes No 3669 Sugar maple Acer saccharum 6 Fair Overtopped No No 3670 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3671 Black cherry Prunus serotina 16 Poor Large deadwood. Dieback No Yes Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 3 of 6 Page 21 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 3672 Sugar maple Acer saccharum 28 Fair Codominant at 6 feet. No No 3673 Sugar maple Acer saccharum 9 Good Overtopped No No 3674 Sugar maple Acer saccharum 16 Fair Overtopped. Deadwood No No 3675 Sugar maple Acer saccharum 17 Fair Deadwood No No 3676 Sugar maple Acer saccharum 7 Fair Overtopped No No 3677 Sugar maple Acer saccharum 13 Fair Small deadwood No No 3678 Sugar maple Acer saccharum 9 Fair Overtopped No No 3679 Sugar maple Acer saccharum 9 Fair Overtopped No No 3680 Sugar maple Acer saccharum 17 Good Deadwood No No 3681 Sugar maple Acer saccharum 13 Fair Overtopped. Unbalanced canopy No No 3682 Sugar maple Acer saccharum 23 Fair Cavity in lower trunk No No 3683 Sugar maple Acer saccharum 12 Fair Overtopped No No 3684 Norway maple Acer platanoides 6 Fair Overtopped. Yes No 3685 Black cherry Prunus serotina 6 Poor Overtopped. Decay. Dieback No Yes 3686 Sugar maple Acer saccharum 4 Fair Overtopped. No No 3687 Sugar maple Acer saccharum 16 Good Small deadwood No No 3688 Sugar maple Acer saccharum 5 Fair Overtopped No No 3689 Sugar maple Acer saccharum 5 Fair Overtopped No No 3690 Sugar maple Acer saccharum 10 Fair Overtopped. Trunk canker No No 3691 Sugar maple Acer saccharum 11 Poor Significant dieback. Large deadwood No Yes 3692 Sugar maple Acer saccharum 17 Dead Standing dead tree No Yes 3693 Norway maple Acer platanoides 15 Good Small deadwood Yes No 3694 Norway maple Acer platanoides 11 Fair Overtopped Yes No 3695 Sugar maple Acer saccharum 19 Fair Deadwood No No 3696 Sugar maple Acer saccharum 6 Fair Overtopped No No 3697 Sugar maple Acer saccharum 13 Poor Dead top. Dieback No Yes 3698 Sugar maple Acer saccharum 14 Fair Deadwood No No 3699 Sugar maple Acer saccharum 15 Poor Significant dieback. Almost dead No Yes 3700 Norway maple Acer platanoides 15 Fair Deadwood Yes No 3701 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3702 Sugar maple Acer saccharum 11 Good Overtopped No No 3703 Norway maple Acer platanoides 13 Fair Overtopped Yes No 3704 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3705 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3706 Sugar maple Acer saccharum 42 Poor Dieback. Large deadwood No No 3707 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3708 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3709 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3710 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3711 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3712 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3713 Norway maple Acer platanoides 14 Fair Overtopped. Dieback Yes No 3714 Norway maple Acer platanoides 5 Fair Overtopped. Dieback Yes No 3715 Sugar maple Acer saccharum 25 Poor Almost dead. Significant dieback No Yes 3716 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 3717 Norway maple Acer platanoides 8 Fair Overtopped. Yes No 3718 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 3719 Norway maple Acer platanoides 18 Fair Unbalanced over road Yes No 3720 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3721 Norway maple Acer platanoides 10 Fair Overtopped Yes No 3722 Norway maple Acer platanoides 16 Fair Unbalanced over road Yes No 3723 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3724 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3725 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3726 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3727 Sugar maple Acer saccharum 25 Dead Standing dead tree No Yes 3728 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3729 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3730 Norway maple Acer platanoides 13 Fair Small deadwood Yes No 3731 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3732 Sugar maple Acer saccharum 44 Poor Significant dieback. Large deadwood. Little canopyNo remains Yes 3733 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3734 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3735 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3736 Sugar maple Acer saccharum 40 Dead Standing dead tree No Yes 3737 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3738 Norway maple Acer platanoides 9 Fair Overtopped Yes No Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 4 of 6 Page 22 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 3739 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3740 Norway maple Acer platanoides 7 Fair Overtopped Yes No 3741 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3742 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3743 Norway maple Acer platanoides 6 Fair Overtopped Yes No 3766 Sugar maple Acer saccharum 4 Fair Overtopped No No 3767 Norway maple Acer platanoides 8 Fair Overtopped Yes No 3768 Sugar maple Acer saccharum 10 Fair Overtopped No No 3769 Norway maple Acer platanoides 19 Fair Deadwood Yes No 3770 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3771 Sugar maple Acer saccharum 12 Good Small deadwood No No 3772 Norway maple Acer platanoides 13 Good Small deadwood Yes No 3773 Norway maple Acer platanoides 12 Fair Small deadwood Yes No 3774 Sugar maple Acer saccharum 4 Fair Overtopped No No 3775 Sugar maple Acer saccharum 18 Fair Deadwood No No 3776 Sugar maple Acer saccharum 15 Fair Overtopped No No 3777 Sugar maple Acer saccharum 16 Fair Small deadwood No No 3778 Sugar maple Acer saccharum 4 Fair Overtopped No No 3779 Norway maple Acer platanoides 4 Fair Overtopped Yes No 3780 Sugar maple Acer saccharum 9 Fair Overtopped No No 3781 Sugar maple Acer saccharum 12 Good None No No 3782 Sugar maple Acer saccharum 11 Good None No No 3783 Norway maple Acer platanoides 5 Good Overtopped Yes No 3784 Sugar maple Acer saccharum 17 Fair Deadwood No No 3785 Sugar maple Acer saccharum 9 Good Small deadwood No No 3797 Sugar maple Acer saccharum 10 Good Overtopped No No 3798 Sugar maple Acer saccharum 11 Fair Overtopped No No 3799 Sugar maple Acer saccharum 27 Good Deadwood No No 3800 Sugar maple Acer saccharum 7 Fair Overtopped No No 3801 Sugar maple Acer saccharum 7 Fair Overtopped No No 3802 Sugar maple Acer saccharum 6 Fair Overtopped No No 3803 Sugar maple Acer saccharum 14 Good Small deadwood No No 3804 Norway maple Acer platanoides 5 Good Small deadwood Yes No 3805 Sugar maple Acer saccharum 11 Good Small deadwood No No 3806 Sugar maple Acer saccharum 4 Fair Overtopped No No 3807 Sugar maple Acer saccharum 4 Fair Overtopped No No 3808 Sugar maple Acer saccharum 22 Fair Deadwood No No 3809 Sugar maple Acer saccharum 4 Fair Overtopped No No 3810 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3811 Sugar maple Acer saccharum 15 Good Small deadwood No No 3812 Sugar maple Acer saccharum 11 Good Overtopped No No 3813 Sugar maple Acer saccharum 18 Good Deadwood No No 3814 Sugar maple Acer saccharum 20 Good Deadwood No No 3827 Sugar maple Acer saccharum 20 Fair Deadwood No No 3828 American elm Ulmus americana 24 Dead Standing dead tree No Yes 3829 Sugar maple Acer saccharum 4 Fair Overtopped No No 3830 Sugar maple Acer saccharum 9 Fair Overtopped No No 3831 Sugar maple Acer saccharum 7 Fair Overtopped No No 3832 Sugar maple Acer saccharum 8 Fair Overtopped No No 3833 Sugar maple Acer saccharum 10 Fair Overtopped No No 3834 Sugar maple Acer saccharum 14 Good Overtopped No No 3835 Sugar maple Acer saccharum 4 Fair Overtopped No No 3836 Sugar maple Acer saccharum 10 Fair Overtopped No No 3837 Sugar maple Acer saccharum 9 Fair Overtopped No No 3838 Sugar maple Acer saccharum 9 Fair Overtopped No No 3839 Sugar maple Acer saccharum 10 Fair Overtopped. Prior broken lead No No 3840 Sugar maple Acer saccharum 11 Fair Overtopped. No No 3841 Sugar maple Acer saccharum 10 Fair Overtopped. No No 3842 Red maple Acer rubrum 15 Fair Deadwood No No 3843 Red maple Acer rubrum 17 Fair Deadwood No No 3844 Sugar maple Acer saccharum 11 Good Overtopped No No 3845 Sugar maple Acer saccharum 14 Good Small deadwood No No 3846 Sugar maple Acer saccharum 10 Fair Overtopped No No 3847 Sugar maple Acer saccharum 13 Good Small deadwood No No 3848 Sugar maple Acer saccharum 11 Fair Overtopped. Small deadwood No No 3849 Sugar maple Acer saccharum 21 Fair Deadwood. Dieback No No 3850 Sugar maple Acer saccharum 10 Fair Overtopped No No Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 5 of 6 Page 23 Evergreen Manor - Parcel 1 Assisted Living Facility (PB 25-05) Trees to be Removed Remove based on Tag Common Name Latin Name DBH Cond. Observations Invasive Trees condition 3851 Red oak Quercus rubra 18 Fair Large deadwood No No 3853 Sugar maple Acer saccharum 14 Good Small deadwood No No 3854 Sugar maple Acer saccharum 16 Good Small deadwood No No 3855 Sugar maple Acer saccharum 5 Dead Standing dead tree No Yes 3856 Sugar maple Acer saccharum 18 Fair Deadwood No No 3857 Red maple Acer rubrum 19 Fair Deadwood. Self correcting lean No No 3858 Sugar maple Acer saccharum 6 Fair Overtopped No No 3859 Sugar maple Acer saccharum 6 Fair Overtopped No No 3860 Sugar maple Acer saccharum 10 Fair Overtopped No No 3861 Norway maple Acer platanoides 15 Fair Overtopped Yes No 3862 Sugar maple Acer saccharum 7 Fair Overtopped No No 3863 Sugar maple Acer saccharum 12 Fair Small deadwood No No 3864 Sugar maple Acer saccharum 8 Good Overtopped No No 3865 Sugar maple Acer saccharum 21 Good Deadwood No No 3866 Sugar maple Acer saccharum 11 Fair Overtopped No No 3884 Sugar maple Acer saccharum 10 Fair Overtopped No No 3885 Sugar maple Acer saccharum 12 Good Small deadwood No No 3886 American elm Ulmus americana 21 Poor Large deadwood No No 3891 Sugar maple Acer saccharum 16 Fair Deadwood No No 3892 Sugar maple Acer saccharum 13 Good Small deadwood No No 3893 Sugar maple Acer saccharum 10 Fair Overtopped No No 3894 Sugar maple Acer saccharum 15 Fair Deadwood No No 3895 Sugar maple Acer saccharum 9 Fair Overtopped No No 3923 Norway maple Acer platanoides 6 Poor Broken top Yes Yes 3924 Sugar maple Acer saccharum 7 Poor Overtopped. Vines No No 3936 Sugar maple Acer saccharum 20 Fair Deadwood No No 3937 Sugar maple Acer saccharum 13 Fair Overtopped No No 3938 Sugar maple Acer saccharum 18 Dead Standing dead tree No Yes 3943 Ailanthus Ailanthus altissima 21 Fair Deadwood Yes No 3944 Black walnut Juglans nigra 7 Fair Overtopped No No 3945 Sugar maple Acer saccharum 22 Fair Deadwood No No 3946 Black walnut Juglans nigra 27 Fair Codominant at 3 feet. Deadwood No No 3947 Ailanthus Ailanthus altissima 8 Good None Yes No 3955 Sugar maple Acer saccharum 46 Dead Standing dead tree No Yes 3956 Japanese maple Acer palmatum 7 Poor Ovetopped. Dieback. Deadwood No Yes 3957 Japanese maple Acer palmatum 15 Fair Deadwood No No 3958 Japanese maple Acer palmatum 15 Fair Deadwood No No 3960 Japanese maple Acer palmatum 11 Fair Deadwood No No 3961 Norway maple Acer platanoides 9 Fair Overtopped Yes No 3962 Hemlock Tsuga canadensis 36 Poor Large deadwood. Woolly adelgid No Yes 3963 Sawara cypress Chamaecyparis pisifera 14 Fair Overtopped. Deadwood No No 3964 Hemlock Tsuga canadensis 13 Poor Dieaback. Deadwood. Wooly adelgid No Yes 3965 Sawara cypress Chamaecyparis pisifera 15 Poor Overtopped. Deadwood No No 3966 Sawara cypress Chamaecyparis pisifera 28 Fair Deadwood No No 3967 Sawara cypress Chamaecyparis pisifera 27 Fair Deadwood No No 3968 Sawara cypress Chamaecyparis pisifera 12 Fair Deadwood. Overtopped No No 3969 Norway maple Acer platanoides 5 Fair Overtopped Yes No 3970 Norway maple Acer platanoides 14 Fair Overtopped. Deadwood Yes No 3971 Norway maple Acer platanoides 16 Fair Overtopped. Deadwood Yes No 3976 Japanese maple Acer palmatum 9 Fair Overtopped No No 3977 Sawara cypress Chamaecyparis pisifera 19 Fair Overtopped. Deadwood No No Based on SavATree Assessment of Trees performed July 28-30, 2025 Page 6 of 6 Page 24 April 22, 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 – Assisted Living Facility (2003 Crompond Road (PB 2025-5) Response to Fire Advisory Comments Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp and in connection with the Evergreen Manor Parcel 1 Assisted Living Facility Site Plan we offer the following responses to the Fire Advisory Board Review Memorandum from the Department of Technical Services dated March 5, 2026. 1. Comment: Sheet SP-1.0 – Per Section D105.3 2025 of the FCNYS, the center of the fire apparatus to the edge of the building shall not be greater than 30-ft and not less than 15-ft. Revise accordingly. Two locations are required for apparatus setup. The location along the northeast access road appears feasible, with modifications to the curbing and parking to allow setup within 15-30’ of the building. Response: Sheet SP-1.0 (Site Layout Plan) has been revised to include a fire lane that will provide for apparatus to set up within 15’-30’ of the edge of the building (also see Sheet SP-11.1A, Parcel 1 - Emergency Vehicle Maneuvering Plan). The Site Layout Plan and maneuvering plans have also been updated show that the apparatus can also access secondary locations on either side of the porte cochere (see Sheets SP-11.1B and SP-11.1D). 2. Comment: Sheet SP-1.0 – Relocate the fire hydrant at STA 5+00 outside the fence line. Response: The Applicant has eliminated the fence located adjacent to the fire hydrant. 3. Comment: Sheet SP-1.0 – Relocate the fire hydrant at STA 5+00 to the north so the fire apparatus does not block the hydrant in an emergency. Page 25 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: PB 2025-05 - Responses to Fire Advisory Comments Page 2 Response: The fire hydrant has been shifted to the north so that it is beyond the end of the fire lane and will not be blocked by the fire apparatus. 4. Comment: Sheet SP-1.0 – Applicant shall provide a revised floor plan (diagrammatically) showing locations of: o Fire barriers / compartments and means of egress from each. Residents / Staff / Patients must have clear means of travel away from the building to public right-of-way. Per Section {BE}1028.5 2025 of the FCNYS, access to public way is required. What is the means of egress for the units on the north side of the building? o Means of egress from interior courtyard. o Maximum hose pulls (150-ft). o Location of fire department connections. Response: Conceptual floor plans are enclosed with this submission and show the location of egress doors from the interior courtyard on Sheet A1.0. Units along the northern side of the building can exit at the memory garden from the first floor and at the parking lot from the second floor. Further refinements related to fire code compliance will be coordinated during the building permit review process. 5. Comment: Sheet SP-1.0 – Per Section D104.5 Note 5 of the FCNYS, it is recommended to install a horn activated gate as opposed to a knox box for proposed egress. Sheet SP-1.0 – Per Section D104.1 of the FCNYS, there shall be two means of access to the building. The LMFD has expressed concern that Crompond Road is not suitable due to the proposed retaining wall, grade change and overhead wires which will limit effective use of any aerial apparatus. Response: The Applicant will install a horn/siren activated gate at the emergency access driveway. Fire apparatus can access/exit the site from both Crompond Road and the Evergreen Manor main access road. Additionally, Sheet SP-1.0 and the revised maneuvering plans (see Sheets SP-11.1A through SP-11.1E) show that from within the site the apparatus can access the building from two separate locations. 6. Comment: Related to access into the building the plans only demonstrate egress at the main entrance porte cochere (verify vertical clearance is greater than 13’-6”) Page 26 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: PB 2025-05 - Responses to Fire Advisory Comments Page 3 and a side entrance leading to the dumpster enclosure. A significant portion of the rear of the building facing Route 202 is inaccessible for emergency response. It is bifurcated by proposed retaining walls, and access is further limited by plantings, no mow grass mixtures and storm water planters. Response: Conceptual floor plans are enclosed and show the proposed egress doors from the building on Sheets A1.0 and A2.0. The door locations have also been added to the Site Layout Plan (SP-1.0). The porte cochere will provide a minimum vertical clearance of 14’-0” (see Sheet A5.0, West Elevation). A walkway has been added from the parking lot to provide access along the north side of the building. 7. Comment: Sheet SP-11.1– Call out the dimensions from the building to the center of the apparatus. Response: A fire lane has been added along the parking lot (eastern side) of the building to move the fire apparatus access closer to the structure. The dimension of 28 feet to the centerline of the apparatus within the fire lane is shown on Sheet SP-11.1A. 8. Comment: Sheet SP-11.1– Emergency response by the LMFD will be from the west along Route 202 / Crompond Road and from Conklin Avenue. Turning movement diagrams shall be revised to include these movements using the corrected turning diagrams provided to the Applicant. Furthermore, the Applicant shall demonstrate onsite access and the ability of the LMFD to utilize the emergency access road. Response: The maneuvering plans have been updated to demonstrate that LMFD will approach/leave the site from westbound Route 202/Crompond Road or from Conklin Avenue. 9. Comment: Sheet SP-11.1 – Emergency access to Route 202 shall be paved. Applicant can revise the site plans to provide pervious pavers or asphalt in locations of staff or overflow parking. This will offset runoff created as well as provide additional storage and treatment. Response: The emergency access driveway has been revised to provide a 12-foot-wide pavement section for fire apparatus with stabilized shoulders. Page 27 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: PB 2025-05 - Responses to Fire Advisory Comments Page 4 Additional Comments by DOTS 10. Comment: A 1500-gallon grease trap is shown on the opposite side of the building relative to the sanitary lateral. The Applicant shall clarify intent and consider alternative means. Response: The outlet of the grease trap will flow back through the building to the sanitary lateral. 11. Comment: Onsite wetlands were delineated in July of 2025 and then in November of 2025 removed from plans after it was discussed that they do not to meet ACOE regulatory requirements. However, it is recommended by DOTS that the location of these “wetlands” be considered for mitigation and evaluated for loss of runoff retention. The Applicant should verify that the existing mitigation proposed as part of the common plan of development provides mitigation that offsets the loss of these wetlands. If determined by the Planning Board to be sufficient, no further mitigation would be suggested. Response: In the opinion of the Applicant’s wetland consultant, the area identified on Parcel 1 would not meet the requirements as a Town regulated wetland. The Applicant has proposed a stormwater management plan to control stormwater runoff. 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 28 April 22, 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 January 20, 2026. Administrative 1. Comment: ALL plans subsequently submitted to the Town for review must be designed for construction and be complete for review by all regulatory agencies having jurisdiction (e.g. WCDOH, WCDEF, NYSDEC, NYSDOT, etc.). Response: Comment noted. 2. Comment: ALL approvals must be received by regulatory agencies having jurisdiction prior to commencement of ANY construction activities. Response: Comment noted. 3. Comment: It is understood, and 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 to provide finished water storage for the project after all other committed flows. Response: Comment noted. 4. Comment: The on-site water supply, with the exception of building lateral, will become a public water supply. A written request addressed to the Town Supervisor and Town Board must be submitted by the applicant regarding the water mains. The applicant shall submit a written request that identifies all utilities and infrastructure proposed for dedication to the town. This shall also include a Map, Plan and Report (MPR) to the Town for the water facilities. Page 29 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 2 Response: The applicant shall submit on behalf of the Town an application to the Westchester County Department of Health seeking approval of a Public Water Main Extension through the parcel. The applicant does not believe that a Map, Plan and Report is required but will be review with DOTS. 5. 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. 6. 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’ responses adequately address their concerns. Response: Comment noted. The applicant is in receipt of a review memo from the Fire Department dated June 6, 2025. A separate comment response letter has been prepared by the applicant and is submitted herewith addressing the Department’s comments. Submatrix Design Calculations For Retaining Walls, dated October 29, 2025 1. Comment: Was a geotechnical report reviewed to aid in the design and selection of the in-situ soil design parameters, allowable bearing capacity? Response: This will be submitted with the Building Permit application for the retaining wall. 2. Comment: As indicated in the retaining wall design calculations, has the geotechnical engineer reviewed the soil parameter assumptions? Response: This will be submitted with the Building Permit application for the retaining wall. Updated design calcualtions and associated details will be provided by wall designer. 3. Comment: Has the geotechnical engineer confirmed the foundation soils can safely support the MSE wall design? Response: This will be confirmed with the retaining wall designer and additional reinforcement shall be provided if necessary. Documentation shall be included in the submission of the retaining wall Building Permit drawings to be furnished and submitted by the wall designer under separate cover. Page 30 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 3 4. Comment: Fence at top of wall is indicated to be 3-ft behind front face of wall(s) and therefore not included in design. Verify with project team if this is met everywhere. Include additional forces on upper geogrid if condition is not met. Response: The fence location relative to wall and upper geogrid design will be reevaluated and updated design calcualtions and associated details will be provided by wall designer. 5. Comment: The use of a sleeve-it is mentioned, at these potential locations, do the geogrid lengths need to be adjusted. Response: Geogrid lengths will be re-evaluated based on modified wall sections along front of building. 6 Comment: Verify if the building foundation imparts loading onto Wall 4B geogrids, no surcharge is included in the design calculations. Response: Retaining wall details have been provided and are included on Drawings SP- 6.4 through SP-6.11 in the plan set. Design calculations related to surcharge loading and geogrids will be provided. Plans 1. Comment: SP-1.0 –Please provide dimensions associated with the setbacks. Response: Setback dimensions to proposed wall and building are indicated on plan. 2. Comment: SP-1.0 – The applicant has indicated they will provide details of the proposed emergency gate and will be coordinated with the fire code official and included on the plans prior to final approval. Response: Comment noted. Based on discussions with Town fire officials, the emergency gate will include a siren-operated control. 3. Comment: SP1.0 – Shift ADA signage to northern portion of sidewalk so as to not impede sidewalk and accessible path. Response: The ADA signage has been shifted to the north side of the sidewalk. 4. Comment: SP1.0 - Provide callout for asphalt, curbing, and sidewalk details, and where curbing is flush with pavement. Response: Additional callouts have been added to SP-1.0. Page 31 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 4 5. Comment: SP1.0 – Provide maintenance requirements for proposed grass pavers. Response: A grass paver system has been selected for the emergency access driveway. The proposed grass paverer product selected for the emergency access driveway is the AIRPAVE Geo Cell system for grass fire lanes. Maintenance requirements have been provided with the Section Detail. 6. Comment: SP1.0 – Provide door locations Response: Proposed door locations have been added to SP-1.0. 7. Comment: SP-2.0 – Revised the plans to include all proposed topographic lines. It appears proposed contours are missing from the access and parking areas. Response: Proposed contours have been added to the driveways and parking areas. 8. Comment: SP-2.0 – Spot elevations depict slope in parking lots of less than 1 % on eastern side of the building, which will create ponding and icing conditions. Please revisit the grading. Additional catch basins may be warranted. Response: Grading along the eastern side of the building has been modified to maintain reasonable pitch to avoid on ponding conditions. Contours and spot elevations are provided to ensure positive pitch to drainage collection system. 9. Comment: SP2.0 – Provide spot elevations within courtyard area, and top of curb and bottom of curb to distinguish between flush and standard curbing heights; as well as in ADA accessible areas to demonstrate compliance with required slopes. Response: Spot elevations are provided within courtyard area, parking area and driveway aisles to demonstrate proper grading to drainage system and distinguish between flush and standard curb heights. 10. Comment: SP-2.0 – The secondary walkway has slopes in excess of 18%. Please revisit grading and provide accommodating slope. How is drainage area captured and directed to the stormwater management system. Response: A single sidewalk is proposed on the southern side of the driveway entrance. Proposed grading follows the driveway grade of approximately 8 %. A portion of stormwater runoff generated from the sidwalk will be captured in the driveway drainage system and directed to the underground sand filter and Page 32 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 5 subsequently underground storage system. A small amount of sidewalk area will discharge to the Main Access road and its stormwater system. 11. Comment: SP-2.0 – Provide an outlet for the proposed stormwater planters with detailed information including sizing and elevations. Response: Outlets for the stormwater planters have been added to SP-2.0. 12. Comment: SP2.0 – The outlet of ES-BM-13 is lower than the bottom elevation of the bioretention basin. Response: ES-BM-13 has been revised. 13. Comment: SP-2.0 –The retaining wall underdrains on the eastern side of the parcel should not be directed to stormwater management practices. Response: The underdrains have been revised so they are not directed to the stormwater management practices. Wall drains are directly connected to outlet structure which ultimately discharges drainage off site. 14. Comment: SP-2.0 – The slope arrows for the proposed driveway is not consistent with the slopes shown on sheet SP-8.0. Revise the plans for consistency. Response: Plans have been revised for consistency between profile and grading plans. 15. Comment: SP-2.0 - Provide a drainage swale along the top of retaining wall 1. Response: The plans have been revised to include drainage swales along the top of Retaining Wall 1. The proposed swales are designed to intercept and redirect surface runoff away from the wall and convey flows around the site improvements to appropriate discharge points. 16. Comment: Sp-2.0 – Delineate watershed of roof top for each planter. Response: A sketch plan has been prepared to delineate the rooftop contributing drainage areas for each planter. These areas are now clearly identified and have been incorporated into the stormwater analysis to reflect the respective tributary flows to each planter system. Page 33 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 6 17. Comment: SP2.0 – Provide pipe size in and out, invert in and out, and rim elevation of underground sand filter. Response: The pipe sizing and elevations associated with the underground sand filter has been provided on the plan. 18. Comment: SP-2.0 – Depict underdrains beneath asphalt pavement on the plans. Response: There are no underdrains proposed beneath pavement areas. 19. Comment: SP-2.0 – Ponding depth depicted is 0.5-ft as opposed to 1.0-ft shown in report. Response: Ponding depth is proposed to be 1.0 ft. Refer to Detail 11 on Site Detail Plan, Drawing SP-6.2. 20. Comment: SP2.0 – Revisit DMH-BM3 rim elevation as it is considerably higher than adjoining grades Response: The rim elevation of DMH-BM-3 has been revised consistent with adjacent grades. 21. Comment: SP-2.0 – The 14-foot retaining wall at northwest corner of the building appears imposing especially below the footprint of the building, Provide terracing of the retaining wall to create planting pockets for greenery to soften the hard structure appearance on-site at the main entry to site. Response: The Applicant has revised the retaining wall at the northwest corner of the site to be tiered with a planting area between tiers. 22. Comment: SP-3.0 –A 1,500-gal grease trap has been added to the plans. The applicant should provide appropriate sizing for grease trap, sampling manhole, and connection to exterior sanitary system. Response: A sampling manhole has been added adjacent to the grease trap. The connection to the exterior sanitary system will travel back through the building. Final sizing calculations will be provided prior to issuance of site plan approval. 23. Comment: SP-3.0 – It does not appear sufficient room is provided between the sanitary sewer manholes BM5 and BM3 and the proposed storm sewer. Revise the plans for constructability. Page 34 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 7 Response: The storm drainage lines have been modified as a result of the reconfiguration of the proposed retaining walls. Sufficient area exists between the storm drain line and Sanitary Sewer Manholes BM5 and BM3. 24. Comment: SP3.0 – Maintain 10-ft separation between water line and SMH-BM1. Response: A 10 ft separation distance is maintained between water line and SMH-BM1. 25. Comment: SP4.1 – Confirm placement of 5-foot diameter culvert along Crompond Road will not impact proposed landscaping. Response: The stormwater management design has been revised to replace the previously proposed 5-foot diameter pipe storage system with a Stormceptor system. In addition, a secondary area is being incorporated to supplement on- site detention. The required stormwater storage volume is achieved through the combined capacity of both systems, consistent with the project’s stormwater management criteria. Landscaping respects the stormwater system and it will not be impacted by the storage system. 26. Comment: SP-6.2 –Provide a detail for the outlet control structure for all stormwater management practices (including DMH-BM-3). Response: A detail for the outlet control structure related to the Bioretention area has been provided on the plan. An outlet control structure is being developed for the modified underground storage system and will be provided. 27. Comment: SP-6.2 – Provide dimensions (length, width, depth) for the riprap outlet protection, as well as d50 size of stone. Response: The rip rap outlet protection detail has been revised to include the length, width and depth of the structure. 28. Comment: SP-6.2 – Provide drainage manhole details for DI BM-6, DI BM-5, and DMH-BM-3 where there are 5-foot diameter inlet and outlet pipes; stormwater planter; bio-retention; and underground sand filter detail Response: As the stormwater storage system has been revised, 15” pipe will interconnect storage systems through outlet controls prior to discharge. An outlet control structure is being developed and a separate detail will be provided related to the reconfigured system. Page 35 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 8 29. Comment: SP-6.3 – Provide drop manhole details for BM4 and MA3. Response: A drop manhole detail has been provided for SMH BM-4. Refer to Detail 15 on Parcel 1- Site Utility Details Plan, (Drawing SP-6.1) 30. Comment: SP-6.4 – (sheet 2 of 30) Note 2.4.1. Confirm the project engineer verified the loading conditions. The wall design indicates no building foundation loads were considered. Response: Comment Noted. Wall designer will verify conditions, loading and design details. 31. Comment: SP-6.4 – (sheet 2 of 30) Note 2.6.1 indicates a maximum allowable bearing of 3,500 psf is required. Confirm this value aligns with the geotechnical report. Response: Comment Noted. Wall designer will verify conditions, loading and design details. 32. Comment: SP-6.4 – (sheet 3 of 30) Confirm limits of disturbance allows for safe excavation for the indicated geogrid lengths (e.g. tiered RWs 1 and 2 are being constructed into a hill side). Response: Comment Noted. Wall designer will verify extent of disturbance for safe excavation for proposed geogrid required lengths and indicated on wall details. 33. Comment: SP-6.4 – (sheet 3 of 30) Wall 3 is set back 5-ft from property line and has a geogrid length of 9 feet and 1-foot of drainage stone. Revise property line or design. Response: As the wall design has been modified, the designer will reevaluate structural design to consider geogrid and setback dimensions. 34. Comment: SP-6.4 – (sheet 4 of 30) Shows a wall drain discharging into the basin. This conflicts with general note 1 on sheet SP-6.4 (wall drain shall not discharge to any stormwater treatment practice). Response: Comment noted. Revised wall plans will indicate proposed discharge points as indicated on plan 35. Comment: SP-6.5 – (sheet 8 of 30) Geogrid length for RW1F should be adjusted to L=17 feet per design calculations and as indicated on callout (sheet 9 of 30). Response: Comment Noted. Design and details to be verified by wall designer. Page 36 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 9 36. Comment: SP-6.9 – (sheet 23 and 24 of 30) RW design case 5B should be referenced with corresponding geogrid length. Response: Comment Noted. Design and details to be verified by wall designer. 37. Comment: SP-6.9 – (note 2 on sheet 25 of 30) Note 2 states the use of a sleeve-it is indicated if a fence post is to be set directly behind the wall units. Provide a detail for the sleeve-it indicating embedment/placement within the geogrid. Response: Comment Noted. Design and details to be provided by wall designer. 38. Comment: SP-6.9 – (sheet 25 of 30 No footing drain is identified in the crushed stone zone directly behind the segmental block units. Verify this is the design intent. Response: Comment Noted. Design and details to be verified by wall designer. 39. Comment: SP-6.10 –(sheet 26 of 30) Upper tier walls are shown to discharge onto grade supported by lower tier wall. Verify lower tier design considers additional water into reinforced zones. Response: Comment Noted. Design and details to be verified by wall designer. 40. Comment: SP-6.10 – Typical details for geogrid around utilities (e.g. catch basins) and if utility lines are within the reinforced zone should be provided. Response: Comment Noted. Design and details to be verified by wall designer 41. 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: A detailed construction sequence is being prepared to include phasing of current and future project improvements. 42. Comment: SP-7.1 – Provide additional silt fence around the northern edge of material stockpile 1 to protect all downhill areas. Response: Additional silt fence has been provided along northern edge of soil stockpiles. 43. Comment: SP-7.1 – Consideration of interim erosion and sediment control measures should be considered to allow the construction of the retaining walls. Page 37 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 10 Response: Additional erosion control measures will be provided to allow for the construction of the wall. 44. Comment: SP-7.1 – The outlet of the sediment traps 1 and 2 should be depicted on the plans. Response: the outlets to sediment traps 1 and 2 are being reevaluated as a result of the reconfigured layout and grading. The final outlets will be provided on the plans. 45. Comment: SP-7.1 – Provide the locations for the dewatering/ washout pits Response: Washout pit locations have been provided on the plan. 46. 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. b. Provide maintenance schedule and requirements for practices. Response: The sediment trap detail has been updated to indicate the size and spacing of riser pipe performations. A maintenance schedule has been provided in the SWPPP and will be included on the Plan. 47. Comment: SP-7.1 - The plans show an arrow that appears to depict a temporary swale between two dewatering pits. This swale appears to be directed uphill. The applicant should review the plans and confirm the direction of this swale. Response: Plan proposes a pump discharge from the dewatering pits. Arrows indicate the pump discharge direction within the site. 48. Comment: SP7.1 – Provide NYSDOT approved for Sediment Trap 3 discharge connection to their drainage. Response: Discharge from Sediment Trap 3 is under review in an attempt to avoid discharge to within NYSDOT R.O.W. 49. Comment: SP-8.0 – Driveway grades are inconsistent with proposed contours and spot elevations shown on Sheet SP-2.0. Response: The Grading Plan and Profile Sheets have been revised to coordinate proposed contours with spot elevations, plans sets are consistant with each other. Page 38 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 11 50. Comment: SP-9.0- Hydrant stationing has not been provided on sheet SP-9.0 There are two hydrants shown between station 2+00 and 5+00 without stationing. Response: Hydrant locations have been revised. Profile plan has been updated to reflect revision. Hydrant stationing is provided on the plan. 51. Comment: SP-11 –The fire department having jurisdiction will need to opine on the proposed fire access layout. Response: The plans have been revised to address comments received from fire officials. Please refer to responses to Fire Advisory Review Memo provided under separate cover. 52. Comment: SP-11.1 – The revise refuse truck turning plan demonstrates the vehicle can’t access the refuse containers for front loading. Revise the plan to show the proposed vehicle accessing and loading refuse at this location. Response: Parcel 1 Refuse Vehicle Maneuvering Plan (sheet SP-11.2) has been revised to show that a refuse truck will be able to maneuver head-on to access the dumpster enclosure. Stormwater Management Summary Draft – November 20, 2025 1. Comment: Provide SWPPP which is compliant with the NYS DEC SWDM and the GP- 0-25-001 and adheres to the Findings Statement of the Medical Oriented District (MOD) adopted March 20, 2023. Response: A draft SWPPP compliant with NYS DEC SWDM is provided for revew. 2. Comment: The applicant should confirm that the existing conditions watershed map matches the previously submitted plans for the evergreen manor road to be dedicated to the down. On the map shown there are discrepancies in watersheds and impervious areas. For example, existing conditions DA-2 has an impervious area of 0.05 acres and proposed conditions has an impervious area of 0.0 acres. Neither appears to be accurate based upon the amount of impervious delineated in the watershed mapping. Additionally, the existing driveway and dwellings are removed as part of as part of the Subdivision plans and their impervious area is included in the pre-development watershed area for Parcel 1. Response: Stormwater runoff calculations and mapping for the Main Access Road’s proposed condition has been utilized as the basis for the Existing Condition of the Parcel 1 stormwater analysis. Page 39 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 12 3. Comment: The applicant should review the post-developed conditions map for consistency with the rest of the plans. The following discrepancies have been noted: a. The stormwater routing shown does not match what is shown on SP-2.0 and does not include the proposed stormwater management practices. For example, the 60-inch detention pipe is shown as 240-lf of 60-inch diameter on a flat slope at elevation of 352.04; where Sheet SP-2.0 delineates 3 sections of pipe set at different elevations with a 0.5% slope. b. The site layout on the drainage study does not fully match the site plan set. Response: The Site layout and grading has been modified to reflect terraced retaining walls, revised grading with utility connections and a modified stormwater storage system. The stormwater analysis will be reviewed for consistency with the revised plan layout. The stormwater storage system has been revised to now reflect a stormceptor system rather than the 60-inch detention pipe. The stormwater analysis will need to be further developed to more accuratley reflect the proposed layout. 4. Comment: The post-developed map should be revised to indicate which areas are directed to specific treatment practices and areas delineated. Response: The post-developed map has been revised to indicate contributing areas to the specific treatment practices. 5. Comment: The existing bio-retention area associated with main access road has a different outlet invert and pipe size in HydroCadd model than in Evergreen Manor Main Access Report. Please correct. Response: Plans have been updated to correct discrepancies between main access road and Parcel 1 improvement plan. 6. Comment: Provide sizing calculations for each stormwater management practice and sediment trap based on the area directed to it for treatment. Sizing calculations shall be based on the NYS DEC SWDM criteria. Response: Sizing calculations based upon NYSDEC SWDM criteria have been provided for stormwater management practices. Sediment trap sizing calculations will be provided. 7. Comment: Provide the results of the soil testing to support bio-retention infiltration Page 40 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 13 design. Response: Stormwater Soil testing is being coordinated with owner to be performed for proposed stormwater practices. 8. Comment: Time of concentration for drainage area for Pre-1E should match the same condition as the drainage model for the subdivision, Response: 9. Comment: The HydroCAD model should be revised to include the proposed stormwater planters. Response: Stormwater planters have been considered in terms of stormwater treatment. The planters will be included within the HydroCad model. 10. Comment: The HydroCAD model shows an increase in peak flows at design point 2 and 3, as a result of the proposed project, the applicant should review these areas and revise the model as needed. Response: The updated HydroCad model indicates no increase in peak flows at Design Point 2 and 3 as a result of the proposed project. 11. Comment: The HyrdoCAD model should include detention calculations to show how the CPv is provided Response: Detention calculations demonstrating how the CPv is attained will be provided. 12. 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: The SWPPP will be updated to describe how the project considers future physical risk due to climate change. 13. Comment: Provide a draft maintenance agreement for post development stormwater management practices for review by the Town Attorney. Response: A draft maintenance agreement for post development stormwater management practices has been included in the SWPPP 14. Comment: One foot ponding included in model for stormwater practice, and only 0.5-ft shown on plans, Please rectify. Response: The bioretention system will provide 12” ponding depth. Page 41 Chairman Kessler and Members of the Planning Board April 22, 2026 Re: Evergreen Manor Parcel 1 - ALR Site Plan Page 14 15. Comment: The wetland adjacent to Crompond Road and its outlet should be modeled as DP1. Response: The outlet of the wetland adjacent to Crompond Road has been designated as Design Point 1. 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 42 2003 Crompond Road (TAX LOT: 33.12-2-8) Town of Cortlandt, New York Site Plan Application - Parcel 1 January 23, 2025 Revised: February 11, 2025; May 22, 2025; October 23, 2025; November 20, 2025; April 22, 2026 LOCATION MAP ZONING TABLE LIST OF DRAWINGS No. Name By Scale Date COVER SHEET DTSP 4/22/26 SP-0.1 MASTER SITE PLAN DTSP 1" = 60' 4/22/26 SP-1.0 SITE LAYOUT PLAN DTSP 1" = 30' 4/22/26 SP-2.0 SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 4/22/26 SP-3.0 SITE UTILITY PLAN DTSP 1" = 30' 4/22/26 SP-4.1 SITE LANDSCAPE PLAN DTSP 1" = 30' 4/22/26 SP-4.2 PLANT LIST AND PLANTING DETAILS DTSP NTS 4/22/26 SP-5.1 SITE LIGHTING PLAN DTSP 1" = 30' 4/22/26 SP-5.2 SITE LIGHTING DETAILS DTSP NTS 4/22/26 SP-5.3 SITE LIGHTING DETAILS DTS 4/22/26 SP-6.1 SITE AND UTILITY DETAILS DTSP NTS 4/22/26 SP-6.2 SITE AND UTILITY DETAILS DTSP NTS 4/22/26 SP-6.3 SITE AND UTILITY DETAILS DTSP NTS 4/22/26 SP-6.4 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.5 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.6 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.7 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.8 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.9 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.10 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-6.11 SITE DETAILS - RETAINING WALLS DTSP NTS 4/22/26 SP-7.1 EROSION AND SEDIMENT CONTROL PLAN DTSP 1" = 30' 4/22/26 BASE MAP SOURCE: WESTCHESTER GIS SP-7.2 EROSION AND SEDIMENT CONTROL PLAN DTSP 1" = 30' 4/22/26 SP-7.3 EROSION AND SEDIMENT CONTROL DETAILS DTSP NTS 4/22/26 SP-8.0 DRIVEWAY PROFILE DTSP AS NOTED 4/22/26 SP-9.0 WATER AND SEWER PROFILES DTSP AS NOTED 4/22/26 SP-9.1 STORM DRAIN PROFILES DTSP AS NOTED 4/22/26 SP-9.2 STORM DRAIN PROFILES DTSP AS NOTED 4/22/26 SP-10.0 TREE REMOVALS PLAN DTSP 1" = 30' 4/22/26 SP-11.1A EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.1B EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.1C EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.1D EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.1E EMERGENCY VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.2 REFUSE VEHICLE MANEUVERING PLAN DTSP 1" = 30' 4/22/26 SP-11.3 DELIVERY TRUCK TURNING MOVEMENTS DTSP 1" = 30' 4/22/26 SP-12.1 STEEP SLOPES MAP (PARCEL 1) DTSP 1" = 30' 4/22/26 EX-1.0 EXISTING CONDITIONS PLAN DTSP 1" = 50' 4/22/26 LEGEND DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP Seal OWNER / APPLICANT PLANNER & CIVIL ENGINEER F NE ARCHITECT LAND USE ATTORNEY SURVEYOR WETLANDS CONSULTANT T E O . W YO A R J GREG V.S. CONSTRUCTION CORPORATION E O STEIN TROOST ARCHITECTURE, LLC ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS TIM MILLER ASSOCIATES, INC. RK RY PE T DTS PROVIDENT S T 37 CROTON DAM ROAD  ONE MORGAN AVENUE 81 MAIN STREET 394 BEDFORD ROAD 10 NORTH STREET Intelligent Land Use NORWALK, CONNECTICUT 06851 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 COLD SPRING, NY 10516 * * OSSINING, NY 10562 DTSProvidentDesignEngineering,LLP OneNorthBroadway ER L IC WhitePlains,NY10601 No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L P:914.428.0010 F:914.428.0017 Page 43 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-0.1 MASTER PLAN.DWG JAN MAP 33.12, BLOCK 2, LOT 9.2 LAN ET MAP 33.12, BLOCK 2, LOT 9.1 Filed Map#24907 / Survey N/F LANDS OF PAPE FRANK & KRISTEN E 299.94' N 78° 14' 00" W Stone Wall N/F LANDS OF TAVAREZ ALEXIS 299. SALCEDO YADIRA Stone Wall N79°08'50"W 109.58' 45' MAP 33.12, BLOCK 3, LOT 54 N77°46'30"W 190.44' 299.94' Deed Deed N/F LANDS OF MURRAY RICHARD 100' WETLAND BUFFER 0" W all W & IDA WISE Stone N 64° PROPOSED LOT 2 59' 0 5' 3 0" W NEW TAX LOT 33.12-2-7 EVERGREEN MANOR 100' NONDISTURBANCE AREA 0° 3 AREA = 765,451.910 Sq.Ft. = 17.572 Acres S3 Town of Cortlandt, New York Stone Wall R-10 Ston MAP 33.12, BLOCK 3, LOT 58 Wall e N/F LANDS OF VEZZUTO MARY B SIMPSON ALMIRA E DRIV PROPERTY LINE, N 11° 58' 00" E (TYP.) CK Λ Λ ARA Λ Λ Λ TAM 30' SIDE YARD SETBACK/ Λ Λ NONDISTURBANCE AREA Λ Λ MAP 33.12, BLOCK 3, LOT 59 Λ N/F LANDS OF ROBINSON RODERICK R Λ OWNER / APPLICANT Λ ROBINSON GISELLE J MAP 33.12, BLOCK 2, LOT 6 Λ N/F LANDS OF WIGGINS IDA S Λ V.S. CONSTRUCTION CORPORATION Λ 363.59' 37 CROTON DAM ROAD Λ MON OPOSED Λ PR OSSINING, NY 10562 Λ UME Λ MAG Λ NT N LANE OLIA Λ Ston Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Wall e Λ 0' Stone Wall ARCHITECT Λ 0.0 MAP 33.12, BLOCK 3, LOT 64 Λ R-40 N/F LANDS OF SWYNTUCH JOANNA DTSIntelligent PROVIDENT Λ ' . 54 Λ  Λ Land Use 432 Λ Λ JULY BELLA ED BY Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 LA LAGG Λ 025 Λ One North Broadway Λ Λ 10 14, 2 Λ Λ F White Plains, NY 10601 0' NDS 100' NONDISTURBANCE AREA Λ Λ W Stone Wall N 74° 35' 00" W ET Λ Λ LA P: 914.428.0010 LA Λ 144.90' Λ WET N MAP 33.12, BLOCK 3, LOT 65 F: 914.428.0017 Λ D Λ Λ BU Λ N/F LANDS OF PAGNANELLA FRANCIS Λ FF Λ Stone Wall ARCHITECT - PARCEL 1 ER Λ Λ PROPERTY LINE, Λ Ston 100 Λ 'W Λ (TYP.) STEIN TROOST ARCHITECTURE, LLC eW ETL Λ Λ AN Stone Wall DB all Λ UFF ONE MORGAN AVENUE Λ ER Λ NORWALK, CONNECTICUT 06851 Λ 0" W Λ Λ MAP 33.12, BLOCK 3, LOT 66 LAND USE ATTORNEY Λ 6' 0 Stone Wall N/F LANDS OF RUSSO VIVIAM P 0" E ZARIN & STEINMETZ 1° 0 • 81 MAIN STREET N 18° 07' 0 • S3 WHITE PLAINS, NY 10601 • BIRC LAN HWOO MAP 33.12, BLOCK 2, LOT 5 • E D • N/F LANDS OF BIFOLCO JOSEPH & FRANCINE • SURVEYOR • • • • DANIEL T. MERRITTS, PLS • • 12"C 394 BEDFORD ROAD • M PLEASANTVILLE, NY 10570 P • P ' .76 MAP 33.12, BLOCK 3, LOT 69 ond • N/F LANDS OF RUSZCZYK 30' SIDE YARD SETBACK/ 308 RICHARD & ASHLEY R=60.00' L=301.53' NONDISTURBANCE AREA WETLAND CONSULTANT E RIGHT OF WAY RIV PARCEL PROPERTY LINE, TIM MILLER ASSOCIATES, INC. D AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE Ston CK = 0.958 Acres WATER EASEMENT (TYP.) 10 NORTH STREET RA e COLD SPRING, NY 10516 Wall MA TA 100 ' WE MAP 33.12, BLOCK 3, LOT 70 N/F LANDS OF PURNIMA SONI REVOC LIVING 5.0 0 ' 3.55' TLA =2 =2 MAP 33.12, BLOCK 2, LOT 4 430.41' ND R L N/F LANDS OF LEVITZ BARBARA REVOC TRUS Ston PROPOSED SNOW BUF LEVITZ BARBARA JACK TRSTE STORAGE AREA e .0 0 ' EASEMENT (TYP.) Wall Stone Wall FER S 13° 51' 45" W L=23.55' R=25.00' L= 25 R-10 127.62' 2 3. 55 ' R= 0" W MAP 33.12, BLOCK 3, LOT 71 127.62' N/F LANDS OF WOLFE DORYL Stone Wall 5' 2 MAP 33.12, BLOCK 2, LOT 3 0° 1 WV WV WV N/F LANDS OF RONDON CARLOS & KASMIRY S3 PARCEL 1 S 13° 51' 45" W 127.62' ' 00" E ER FF N 19° 38.44' BU S 68° 33' 00" E ND 37.31' 80 MAP 33.12, BLOCK 2, LOT 2 LA UPo ' R-40 .41 R=330.00' le ET S 60° 49' 00" E N/F LANDS OF PARISH FAMILY TRUST W L=123.81' SEW MAP 33.12, BLOCK 3, LOT 73 312 0' 22.36' MICHAEL & PARISH ROBERT HAROLD 10 ER M R N/F LANDS OF GIUNTA JOHN & GLORIA-GUAR N 59 IM Edg =37 LE ANH ° 42 PUM 4 GIUNTA JOHN JR N 60 Ston ' 44 R=280.00' e of 6.9 ° 49 O "W P eM L=154.34' ' 00 Asp H " W1 Y D aso W halt PROPOSED 20 FT. WIDE WV V WV CYPR 60.0 WV 160 71' DRAINAGE EASEMENT 30' SIDE YARD SETBACK/ WV nry ESS L 470 .05' 5 ' Λ V 37 .7 3766.2 W Λ .61 5 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY ANE W Λ Λ 5 TC Wa NONDISTURBANCE AREA V Λ . + BC Λ Λ Λ Λ ' PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 106 Λ Λ Λ 470 ll Λ CYP N5 1-800-962-7962 OR 811 LA Λ Λ Λ Λ .61 ΛΛ Λ RE 5° 1 Λ 376.75 TC Λ ' Λ Λ LAN SS 376.25 BC Λ + 4 Λ F Λ ' 20 Λ Iron Λ Λ Λ A E Λ Λ Λ Λ "W Λ Λ Λ Λ Λ Λ Λ Pipe Λ Λ 375.5 TC Λ Y Λ Λ 375.0 BC Λ Λ Λ Λ Λ E Λ + 7 Λ Λ Λ dge Λ Λ ETT Λ Λ RW-3 Λ Fou 16 Λ E Λ Λ E Λ Λ 7 Λ Λ 9.9 of Λ Λ Λ Λ ENU nd 4" Λ Λ Λ Asp Λ Λ N2 2' Λ Λ Λ Λ '4 Λ Λ E 9° 0 Λ Λ U halt Λ Λ Λ Λ Pole Ston 6' 1 Λ Λ Λ E AV Λ .6 26 Λ DEDICATED SNOW Λ Λ Λ Λ Λ 9 A Λ 10 34. " E Λ Λ STORAGE AREA, Λ eW Λ Λ Λ Λ VENf Asphalt Λ TYP. Λ Λ 65' Λ 89 45° Λ 7' all Λ Λ Λ + Edg YETT Λ ARE TAX L D LOT Λ 37 .2 Λ 3756.7 Λ 5 2' 5 BTCC 37 Λ 37 5.75 T Λ eo N Λ Λ + 5.25 BCC FLA .6 N Λ Λ Λ E WET UE MAP 33.12, BLOCK 3, LOT 4 TREE HMARK A Λ 385.64 TC BEN LAFA W 59 Λ = GG ABELLA GED BY PRO Λ 385.14 BC 9 Λ 37 Λ = WV 3755.0.5 TC NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED L 3 1 N/F LANDS OF BOCEK STEPHEN A Λ Λ A Λ C BC Ston 37 E . S Λ 37 6.25 T Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 83,7 T 33.12 + N WV 923 .143 Sq -1 D + 5.75 BCC E L Λ LIMIT OF eW W DS F & DAWN M T Λ PO Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ V JULY 3 + Λ 37745.0 TC Λ EL = N 22' 53" E 5 all 375 + Λ .5 B C N375.2.745° 5 5 BTCC MAP 33.12, BLOCK 1, LOT 1 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 85 Λ LAG O Λ Acr Λ S DISTURBANCE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER X Λ Λ 14, 2 400. E I Λ N/F LANDS OF GSD CORTLANDT LLC 37 3756.6.1 TC 376.0 65.83' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ 8" S Wire TOW BC 375.5 TC es BC Λ + 0 e 025 (TYP.) 384 Λ + + w Λ 0' 3 .0 37767.5 Λ 7 Fen T BCC WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED er P Λ 386.5 TC 3 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL ce Λ Λ ipe Λ -2 386.0 BC 3 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ .Ft. LIMIT SE UPo LIMIT OF PROPOSED 4'-0" HIGH SP-6.1 37 .2 WER 3767.7 Λ Wire 5 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 11 Guy 37 + 5 TC Λ le N 31° 41' 31"B+C E RIM HOLE 8"CIP OF 3756.5.0 TC Λ DISTURBANCE,BLACK VINYL CHAIN FENCE, SHOWN BY THESE DRAWINGS. M Λ BC BUR 8 =35 AN Λ TYP. Λ DISTURBANCE, 68.52' 9.7 IED TYP. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ P-4 Λ Λ SW 107.22' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 66 TYP. 216.77' Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION "W Λ Λ Ston Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. eW Edg Λ ' 40 S 76° 13' 31" E 30' FRONT YARD SETBACK UPo Λ S 76° 13' 31" E A all Λ e UPo Λ 109.88 of A le R UPo le S' 67° 5 NEW OPOS Pipe sph RW-4 8" Sewer Pip ) 8" Sewer E R=47.00' Λ 86.0 -3 ° 52 Copyright DTS Provident Design Engineering, LLP 2026 e le 4' 29" Λ WP alt Λ Edge of Asphalt A = X LOT 3 OT 1 8 Λ S 77 6' S E UPo 97'x E All rights reserved. L. 3 = 6. ,597.66 2-2-8 Post Λ Ligh UPo LAN L=51.51' PR le MAP 33.12, BLOCK 3, LOT 1 Λ E ME UPo FOU UMENT t Λ le Λ 3" UPo 1 MO TA UPo IRE Sign raffic S 29 Λ Wire 2 UPo Guy TE 35/202 Λ '4 ° 37 le TTO 0 le NOT FOR CONSTRUCTION ND le 62 CF N al B 42 387 .5 TC N/F LANDS OF CALABRESE JOSEPH R JR le Λ ROU T 2 Edg alt of Asph (BO e of .0 B ° Λ Edge ox Λ 8 Asp 8 Λ W halt Pole l 387 N7 ' 03 7' Sign a & ELIZABETH JO A Traff te Acr 3 Sq.Ft. 64 ARE r a ic REVISIONS/ISSUANCES 18"RCP ED L Λ Λ Λ ION UPo "W .7 INV=34 9.51 es Asphalt NO. DATE ISSUE MO SW 7' RIM=353 le ENT 3.1 Edge of PRO UME W UPo .63 Co 3" .6 DRAIN Λ P-5 Wire INLET 16"CIP E Guy 16"C 1 Λ Traff l Lid Λ RET 53 UPo le N LAN Meta Con urs - IP 0 Ston TER ' PO NT Aspha e 2 ic Sig 37 le crete Wire BIO SWP Guy FIRE LAN PARCEL 1 REVISIONS Λ 1 SED 7° ' 02/11/25 eW 8"CIP Sign Λ n lt Drive Λ al B 16"CIP phalt 35' Pad 7 As -6 P Edge of PROPERTY LINE, UPo UPole 8"CIP S .77 SW ox all Ston 1 eM Signal Box 8' x le UPo Λ aso 64 45' MOD Λ nry Λ 9 Traffic (TYP.) Λ SITE PLAN APPLICATION - PARCEL 1 R 2 05/22/25 eta -2 Ed le TER inin 7'x1 NAN ge gW LAN Traff of Wire Con Asp all WP c. C CY LA 8"CIP Λ ha Guy 386.4 TC 5' S urb Λ Λ ic Sig ire lt PROPOSED 10 FT. Traff Λ 'x 212 NE HOSPIT 385.9 BC Ed S 14° 16' 59" E WIDE DRAINAGE PLANNING BOARD SUBMISSION ge 3 10/23/25 Traffic Signal Pole NAN ic Sig EXIT nal of W CROMPOND ROAD Asp Guy EASEMENT Λ ha R=34.00' Λ Asp Box C Λ lt Swa lt 25.70' Λ LAN Y nal AL UPo IMPROVEMENTS PER COLLIERS B INV =351.6 INV PER OXIMA ha INV 356.16 HOLE 8"C Pole U L=49.52' RIM R MAN APP INV .B=34 Wire D PLANNING BOARD REVISION Λ IP 4 R le 11/20/25 le SEW Λ Guy .B=3 E IED SURVE WER M OA 7.9 .A Λ .A OLD Mete ater = RIM =348.1 3 Λ R 386.67 TC Λ E R 5 Ed DR =352 5 W 1 386.17 BC ND Λ ge AIN .1 Λ .2 r Pit 2 of INL 1 Λ PO 35/20 6 Asp ET 6 Λ Λ Λ h PLANNING BOARD REVISION FL 5 TE S 100' NONDISTURBANCE AREA 04/22/26 alt RW-5 WV Y-N M Λ Λ E 386.7 TC CRO OUTE A MAP 33.12, BLOCK 1, LOT 4 Λ Λ OT F NHOLE 386.2 BC -7 TIM TLAND INV Λ G TER .C 386 INV =34 N Λ PLA R OUN N/F LANDS OF NEW YORK-PRESBYTERIAN HUD 5 386 .6 TC A INV .B=34 .58 GED ER ASS AGGED W Λ 5' S .A 5.3 .1 B RIM =347.9 3 INV Λ W 10 D C RW-6 INV .B=34 Λ 6' x MIL 7 Λ = 385.63 TC 8 MAP 33.12, BLOCK 6, LOT 12 VALLEY HOSPITAL MA 353.0 EXIS .A= 6.23 SW E NH 8 TIN R 3 G S IM= 46.78 385.13 BC A Λ OL E EW 3 sph ER 53.18 PLA Λ Tra N/F LANDS OF TRAPANESE MICHAEL Λ NO L ffic MH Λ Sto 16"PIPE Sig E1 10 alt NTE Λ nal Edge 16" ne IP C THE DEED Tra ffic Pole UPo & KIM PEO CO Swa Λ Λ Sig R-8 387 le Λ V PLE NTR nal of Wall 386 . 0 T C Λ INV OF O Box THE L NUM 387.9 TC RIM =352.3 E .5 B le 4" PIPE STA BER S FL Ed DR =355.6 6 387.4 BC C MBE IATES, IN LAN TE OF 4913 RIM DRA ge AIN of 5 Λ Edg DS NEW 204 UPo Pole Asp INL AC 4 Λ =36 LET UPo OC eo ET QU YOR 1 IN IN le ha f As lt IRE K Sign t U pha le Stre 7.36 DB 387 CONKLIN lt MPH Y 387 .5 TC R2 DR RIM e Sign AIN = Λ INV =351.1 MA 351.6 .0 B INV 354.60 Wire RIM HOLE Guy C R-10 Asphalt NH 3 MAN UPo Λ .B=3 OL .A 8 E 30' FRONT YARD SETBACK = Wire INV Pier 387 Guy le - SEW RIM =343.7 50.6 0 387 .90 TC Wire 2 Guy ER = 0 INV CP MA 352.6 18" .40 CONKLIN Λ 0 9, 2 Λ Gra AVENUE NH 5 BC TREE HMnARK N 69° 09' 32" E v =35 el S OL BEN SSigtop R UPo Inte E BY wa Sig rsectio le DRAWING TITLE: 4.4 n UPo le AVENUE n 11.27' C. 023 3 Λ Λ le C Edg S eo E Sto f As UPo T EL IN pha N 79° 23' 56" E ne Wa lt ll Edg Λ le Λ eo N DEE E OF NE F THE fA 150.32' U STA EOPLE IRED B sp h = 37 Sign THE S ACQ M alt LAN DC BER NTROL RK T .16' C Λ Λ P LIMIT Stre PARCEL 1 - D 2.00 e 12"RCP O t Sig 491 INV= P 15"R n A NOF77° 40' 07" E 320 363.5 C 648 Λ ' WY O U 394 B MAP 33.12, BLOCK 6, LOT 1 6 OGD DISTURBANCE, Λ MASTER SITE PLAN Sto O AVEN OG 12"RCP ne INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Wa 91.20' UPo UPo Λ Λ ll FILLE P EL=36 le le N/F LANDS OF RENZA ROY TYP. SU 368.7 RIM Y DE DRA He M R-10 dg DW e EN = RENZA GARY IN IN UEAVENUE N ITH D .95 RW-2 LET 5 5 Walk EBR Flag He d MAP 33.12, BLOCK 1, LOT 6 ge IS . N 75° 56' 17" E N/F LANDS OF NEW YORK-PRESBYTERIAN HUD Edg fA eo RO As Wall s ph UT UPo phalt MAP 33.12, BLOCK 3, LOT 20 VALLEY HOSPITAL alt le Sw 239.42' Traff Sign ale E3 MPH Sign ic Sig Seal Seal UPo 5/2 DRAWN BY: CHECKED BY: N/F LANDS OF GUILLERMO THERESA Sign Ston 02 nal F NE BZ/RC/TK GMS/MG 12" le E O . W YO RC - Inte e P Ro INV Wall INV of w T RIM =385 Pin A R J GREG =38 rsec es DR =387 .21 PROJECT NO. DATE: UP o AIN .91 2.49 0" E Sig ti E O INL on le Stre n Edge of Asphalt ET RK RY PE T '1 et 812 01/23/25 UPo S ° 25 Route Sign le TAYLOR T Stop Sign Ston 4 Wa e Curb TAMARACK ll 8 4' N Edg DRAWING NO. MAP 33.12, BLOCK 3, LOT 19 of A e Sign uy Wire sph TAYLOR 7 DRIVE . Ston a * * UPo lt 142 AVENU G le N/F LANDS OF BARZALLOS Stone eM Wall UPo Asp le h alt P SP-0.1 aso arkin EDGAR A PROCEL gA AVENUE rea nry Metal Guide Rail INV 386.93 OLE Wall 79.93 RIM R MAN Stop Sign Ed ge ER SEW MAP 33.12, 56'BLOCK 17" E5, LOT 22 L IC Aphalt Swale UPole of Asp Asph E =3 alt Sw UPo UPo halt = N 75° Fence UPo No 6 ale E I NE . 0 7 12 2 E NG Stockade le le Asp N/F LANDS OF 2008 CROMPOND ED Driv lt EN le 57.92' Edge of Edge ha Street Sign 15"PIP Asp e Driv lt S PRO F of A E S S I O NA L E H spha RD REALTY C A UPole INV.B B lt ha e A INV.A =405.58 = RIM= 405.58 EXPIRES 01/31/27 DRAIN 409.0 15"PIP 8 INLET E B Asp MPH lt ha Page 44 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-1.0 LAYOUT PLAN.DWG fe 100' NONDISTURBANCE AREA EVERGREEN MANOR Town of Cortlandt, New York Joh w or Fo -73 No n & 33.1 Glo rmerly ria 2-3 Giunt MONUMENT a PROPOSED OWNER / APPLICANT 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 Λ Λ CYPR Λ Λ Λ E SS LA TYP. CHAIN LINK FENCE, TYP. NE Λ PROPERTY LINE, PLANNER, CIVIL ENGINEER, LANDSCAPE Λ TYP. Λ 5' WIDE CONCRETE 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 P: 914.428.0010 Λ Λ 10 Λ Λ Λ STORAGE AREA, Λ Λ Λ Λ F: 914.428.0017 ' 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 Step ow or -3-4 0' 5 Λ Λ Λ 18. R3 NORWALK, CONNECTICUT 06851 Λ 9 Λ ' 0' 8.0 0' Λ Λ Λ 3 he N Λ Λ Λ Λ R1 Λ Λ LAND USE ATTORNEY Λ Λ n Λ Λ Λ Λ 1 & FILE Λ 33.1 PROPOSED 4'-0" Λ Λ Λ ZARIN & STEINMETZ Daw erly Λ Λ HIGH DECORATIVE Λ 0' Λ 20. Λ Form 81 MAIN STREET DM Λ ARCHITECTURAL 2 Λ Λ WHITE PLAINS, NY 10601 Λ Λ FENCE, TYP. n 66 SPACES Λ AP # Λ Λ Wire Λ Boc Λ Λ ' SURVEYOR 6.0 0 Λ 20. Λ 7 Λ F ek 7 ' Λ enc 8.0' Λ Λ 427 NEW CURB TO MEET DANIEL T. MERRITTS, PLS Λ Λ 3 6.0 ' Λ EXISTING CURB Λ 394 BEDFORD ROAD Λ Λ e Λ 23. 2 Λ PLEASANTVILLE, NY 10570 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 Λ 20' WIDE WATER Λ Λ Λ (TYP.) MAIN EASEMENT Λ RW-4 Λ Λ Λ Λ Λ 8 n Λ 73. Λ E Λ WETLANDS FLAGGED ope Λ LAN Λ 0' BY LABELLA FLAGGED Λ Λ Λ Jose or Fo -1 4 Λ 5.0' CONCRETE WALK Λ JULY 14, 2025 FIRE .0' Λ FENCE Now 3.12-3 240 Λ Λ Λ Λ 22. Ca Λ 5' ph 100' NONDISTURBANCE AREA Λ Λ Λ Λ Λ l 38. 3 a W 41. Λ & n a Λ b ope te Λ 3' 3' r rese eth Eliza rly Λ Λ 195 ASPHALT PAVEMENT, TYP. Λ rme Λ . Λ Λ b n 0' ope Λ Co Λ Λ E 6'-0" HIGH SCREEN LAN urs Λ 100' 217. Λ 5.0 e Λ 1' FENCE, TYP. Λ FIRE 64. ' Λ n Λ ope 0' BUF Λ Λ 4 COURTYARD Λ Λ 8' HIGH WHITE FER Λ Λ 3' Λ 9 50. AD VINYL FENCE RO Λ Λ Λ 100. 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 3 4" CRUSHED STONE WIDE DRAINAGE Λ N AN C 4'-0" HIGH Λ Y LAN EASEMENT Λ Λ Asp DECORATIVE Λ E Swa lt Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 18'x7' CONCRETE Λ ARCHITECTURAL Λ 6' LONG X 4' HIGH PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ ha GENERATOR PAD 1-800-962-7962 OR 811 54. Λ Λ FENCE, TYP. le MONUMENT SIGN Λ Λ Λ 0' 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 Now 3.08-6-1 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 8 .5 6' CONCRETE Tra el & K y Λ Λ ' DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 18. WALKWAY Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND halt CONKLIN 0 AVENUE Λ ha ' 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ p 386.14 BC 10 Λ PROPERTY LINE Λ o WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. a Λ 386.64 TC 26. Λ Swa 0' (TYP.) nes im Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ 18. CONCRETE MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ 0' DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e SCORING (TYP.) Λ EMERGENCY ACCESS ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ ' erl SHOWN BY THESE DRAWINGS. 9.0 2 (ASPHALT PAVEMENT) 6.5 Λ 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 el S v 0' RW-1 wa le Λ Λ (RETAINING LIMIT OF 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 FILE Λ 0' 20. 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 Λ Λ OGDEN AVENUE DM 0' 12. 30' FRONT Λ Λ 3 10/23/25 PLANNING BOARD SUBMISSION BIORETENTION YARD SETBACK AP # Λ Λ AREA 4 4 11/20/25 PLANNING BOARD REVISION Λ 74 Λ 5 04/22/26 PLANNING BOARD REVISION 4 Λ 27 Λ Λ Λ Λ Λ Ro y RW-2 & Jo , Gary rly Ren or Form Now 3.08-6- za h 3 n MOUNTABLE R CURB enz enza Asp ha DRAWING TITLE: a lt S 1 e wa R le 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) bb Cuurr C Seal Seal DRAWN BY: CHECKED BY: F NE BZ/RC/TK GMS/MG T E O . W YO A R J GREG Asp PROJECT NO. DATE: halt E O Park RK RY PE T 812 01/23/25 ing S T rea A DRAWING NO. * * Asph alt Sw SP-1.0 ale Asp ER L IC Driv lt No 6 I NE ED . 0 7 12 2 E NG EN h A e Driv lt a s S PRO F E S S I O NA L p ha e EXPIRES 01/31/27 Page 45 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-2.0 SITE GRADING & DRAINAGE PLAN.DWG EVERGREEN MANOR Town of Cortlandt, New York 390 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 ESS L +44002.0Tw ANE w 0.0B Λ PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DTSIntelligent PROVIDENT Λ Ta P Λ Λ 402 Λ +34900.0Tw Λ w Λ Λ r Λ Λ Λ o 2.5B Λ x a Λ Λ Λ  Λ Λ p Λ Λ Λ Λ +394 Λ r L 38 402 Λ 400 Λ e CB BM-9 Land Use Λ Λ erty 385..0w ot 7 nes Be Λ Λ Λ 0 Λ Λ Λ Λ Λ Λ 0Bw Λ not d Tax L en RIM 383.50 Λ Λ Λ 404 02 Λ Λ Λ Λ INV. 379.13 In Λ 400 Li an Λ DTS Provident Design Engineering, LLP CA #: 0017846 4 Λ INV. 379.13 Out Co Λ Λ Λ 384.67 TC Λ Λ Λ 2.0% Λ Λ One North Broadway Λ Λ 383.97 BC n Λ Λ DI BM-10 White Plains, NY 10601 Λ Λ Λ t Λ i Λ Λ +33892.0Tw guo 8 Λ Λ Λ RIM 384.50 w Λ Λ Λ twe Λ 5.0B INV. 379.44 In Λ P: 914.428.0010 396 Λ Λ 10 Λ Λ Λ ot Λ 382 +394 W Λ INV. 379.44 Out F: 914.428.0017 us Λ Λ Λ Λ 386..0w Λ 0 Λ Λ Λ W Λ 0Bw 384 38 Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 4.9% Λ Λ 3 U/D Λ 37855..5Tw+ Λ Λ 8 Λ 385.64 TC Λ 37 .86% Λ 0Bw @2 8.4% Λ STEIN TROOST ARCHITECTURE, LLC Λ 385.14 BC HDP E Λ Λ 0+70 2.0% 15" 37 Λ 3+00 73LF of ONE MORGAN AVENUE Λ W % F of 4 40 L Λ 385.64 TC W 49 LF of 15" HDPE @ 9.25 15" H HP 00 Λ Λ D +394 + 24 PE @ NORWALK, CONNECTICUT 06851 6 Λ 3+ 385.14 BC 9 8.27% Λ 37 386..0w . 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 85 372 DI BM-12-2 % f1 D .75 Fo Λ Λ L INV. 378.00 In .0 Λ 0 384.5 BC Λ 41 Tw Λ RIM 384.80 Λ E@ w INV. 378.00 Out HD P 00 Λ .0T ZARIN & STEINMETZ Λ INV. 381.50 Out Λ 5 Λ 26 LF of 15" HDPE @ 1.00% LP 15 " 4+ Λ +38 CB-BM-7 Λ + .0 of 81 MAIN STREET 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% + Λ INV. 372.00 Out Λ INV. 380.24 In Λ 5.0 Λ .7 50 @0 74 2+00 1. INV. 381.45 In E 386 FLOW SPLITTER Λ 2+ Λ DP SURVEYOR PE @ 6 Λ INV. 381.24 In 5" H 384.50 BC DMH-BM-9 Λ 7 f1 38 Λ INV. 380.24 Out Fo RIM 376.27 Λ L 385.90 w 36 Λ Λ 6 U/D " HD 385.43+ 6 + 385.66 TC DANIEL T. MERRITTS, PLS Λ Λ INV. 371.91 In 5.0T 386.5 TC 3 CB BM-11 8 .5% 385.16 BC Λ INV. 371.50 Out H1 of 15 Λ 394 BEDFORD ROAD Λ RIM 384.30 Λ +38 Λ 386.0 BC C . PIT INV. 371.91 Out .35+ B 0 43 AX INV. 379.74 In 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 370 of + FLUSH 38 Λ FLU RIM 376.27 386 W Λ 15 Λ D Λ 386.65 BC Λ 5 "H INV. 369.00 In U/D Λ DP WETLAND CONSULTANT Λ INV. 366.84 In 406 E Λ Λ Λ @ Λ V.S.Construction Corp. INV. 366.00 Out DI BM-21 0. 386 % Λ 75 TIM MILLER ASSOCIATES, INC. 62LF of 15" HDPE @ 0.89% Now or Formerly P-4 2+00 Λ Λ Λ 2.5 Λ RIM 385.80 % SW +61 DMH-BM-7 33.12-2-7 86.5 10 NORTH STREET Λ INV. 382.50 Out DI BM-8-1 RIM 374.80 +3 Λ Λ 6.35 Λ 66 w 3 385.90 COLD SPRING, NY 10516 LIMIT OF + RIM 385.60 INV. 365.55 In 374 +39 Tw Λ 396 .5Bw +38 .0 U/D Λ INV. 382.50 Out 0% % DISTURBANCE, TYP. INV. 365.55 Out W Λ Λ +38 Tw 76 38 Λ 1.0 0. 6.5B DMH-BM-6 406 6 Λ @ .5 6 Λ U/D Λ E@ DI BM-12-1 RIM 373.27 PE Λ D INV. 365.00 In Λ RIM 385.90 "H DP Λ Λ INV. 365.00 Out 15 INV. 381.77 In Λ 5" H 23LF of 15" HDPE @ 1.00% Pitch Λ of U/D INV. 381.77 Out LF Λ Λ U/D ) f1 FLOW SPLITTER Λ P-3 86.0 64 DM BM-13-2 Λ N6ELF o W Λ 8 DMH-BM-5 itch 6' S Λ RIM 385.50 1+00 97'x Λ Λ U/D FLUSH CURB, TYP. W RIM 373.50 D L. 3 P U/D Λ WE E LA17 Λ INV. 382.25 Out 1+50 TLA Pitc 38 INV. 364.71 In 6.0 Λ Λ N 360 Λ DB +38 ME 386.02 TC h 7 INV. 364.71 In Λ Λ OU UPo Λ ND D TTO0 0 FIR 385.52 BC U/D INV. 364.71 Out ARY Tw Λ HP Λ Λ 12" TREE (BO 3+0 FFL. 386.5 (UPPER LEVEL) 85.0 29LF of 15" HDPE @ 1.00% U/D Wire Λ INV. 364.67 Out le Λ 387+ +3 387 .5 TC 6.+00BC Guy FFL. 374.5 (LOWER LEVEL) w Λ Λ 38 .26 4.0B Λ Pitch Λ Λ 7 23LF of 15" HDPE @ 0.75% +37U/G SAND 387 373.0Tw h W Λ Λ REA FILTER Pitc Λ a te 8" TREE W D SYSTEM r Λ U/D A 10" TREE Λ U/D Λ UPo Pitch 6" TREE + 4+83 (8'x20') ON le 52L 386 Λ +386.0 0 6.5 0+0 Λ 12" TREE Λ MO SW F NTI U/D 0% FES STR. S-32 PRO ME 0.5 FES STR. S-26A of 1 +38 Λ S Co U/D @ INV.(IN): 348.80 Be Λ % P-5 E Λ E INV.(OUT): 348.70 E DP RU/-D1 h 5" H Pitc 1+P RET 1.0 NU 8 5" H LAN ur Ston gin Λ 408 +366 Λ of 1 se Λ 00OS DP NTE h Λ DI BM-17 .0 80L F 374 U/D : 0+ Pitc SWP BIO e + Λ E@ U/D FIRE .0Bw Λ RIM 385.50 Wall Λ S PLA 00. 35 ED INV. 383.00 Out S 35' 10. Λ DMH-BM-4 -6 NT % DI BM-13-1 13.86 D Λ 00 354 5+5% E@ S/DW RIM 373.50 Ston 1 DP RIM 385.50 15" H 373 S Λ eM U/D 6+99 of 370 8' x 18" RCP INV. 364.60 In U/D W 8% 45' U 40LF aso Λ Λ FES STR. S-99 UPo S INV. 382.25 Out Λ n 9 AD ry R 1+00 .0 INV. 364.50 In W le 0.8 D RO e 2 Λ 349.05 15" RCP ER- tain +39 Tw U/D Tw S 364 Λ DMH BM-2 Λ 7'x1 INV. 362.50 Out Λ D 0+0 T ing 360 T 02 E@ S ON Λ raffi LAN Wa MP E 35/2 2+0397.5 w RIM 355.67 Λ P PI: DMH-BM-16 S ll Tw of 1 Bw ' SW 7.5B Λ 0 Wire O Λ DP 386.4 TC INV. 351.40 In c Sig U/D CR OUT Guy .0 6.75 U/D RIM 373.10 2'x5 16" Tr 0+ 56 18" RCP 0+7 "H S Λ 'K' INLET S-26B C +37 INV. 351.40 Out 0 408 386.0+ 21 R affic 385.9 BC IP INV. 357.00 In Λ Λ 20" TREE 22 LF of 15" HDPE @ 1.15% LF 284 387. PI: 1+ 5 n U/D GR: 352.15 Λ U/D +38 4.0 9.9 INV. 357.00 Out Tw 12" OAK al B U/D NANC 50 o Λ 49.22 +0 f 15 DI BM-14 CB-BM-13 INV.(IN): 348.53 Sig YL Λ PI: 1+ INV. 357.00 Out Λ 4.0 .0Bw CP U/D ANE 4 LF 386 8 LF of 15" HDPE @ 17.87% 15" R Λ ox RIM 385.60 INV.(OUT): 348.53 w RIM 385.7 "H D nal Λ 20.00 E UPo +37 DMH-BM-3 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY .0T U/D U/D Control #500403371 Λ W INV. 382.00 In Λ INV. 383.00 In 386 DP +364 V.S.Construction Corp. PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. S DI BM-19 RIM 374.00 Λ 8"C P 9 .5+ Town of Cortlandt INV. 382.00 Out 1-800-962-7962 OR 811 U/D Λ le INV. 383.00 Out E +36 ole Wire Λ 2.0% Now or Formerly IP RIM 373.30 Guy INV. 361.50 In Λ @- Λ Now or Formerly Λ INV. 361.61 In 33.12-2-8 Asphalt D 6.4 INV. 357.34 In 386.67 TC Λ Pitc Λ RIM 15. 33.08-1-PO 6 INV. 368.18 In Λ Λ Me h Λ DR =352 E +38 386.17 BC % P ter 08% S .00 5.75 Λ AIN .1 CUR SH Λ INV. 361.61 Out RC U/D Λ 0 Pi INL 1 12" PINE Wate t CB-BM-15 E @0 B Λ DP2+0 " 'O' INLET STR. S-34 Λ Λ 12" MAPLE 368Tw ET 15 6.4 FLU Λ Λ r RIM 385.70 24 LF of 15" HDPE @ 0.50% 0" H +38 GR: 352.66 14" PINE Λ DMH BM-16 of 6 Λ Λ 7.0 Λ +38 INV. 383.12 Out F 85L Λ INV.(IN): 349.14 Λ 386.7 TC RIM 368.10 +36 MH ST. S-26 rive Pitch Λ Λ 00 Λ INV. 383.34 Out INV.(OUT): 349.14 E 86.5 INV. 361.72 In 0+0 Λ Λ 386.2 BC RIM: 352.66 7 ER- 1+ U/D +3 D Λ INV. 361.72 Out NT INV.(IN): 348.50 44 Λ 386 358 Λ PLA 0 U/D Λ 386 .6 TC LF Λ RIM W 'F' INLET STR. S-33 5' S .47 Λ = Λ U/D of .5+ MA 353.0 .1 B 0 +7762 60 x 10 Λ W GR: 352.41 Λ 37 15E C NH 8 7 2 3 6' : Λ 385.63 TC I 3 386 "H OL 35 P INV.(IN): 348.89 Λ SW NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ SEW RIM E PI: Λ DP U/D 6 385.13 BC BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT = D INV.(OUT): 348.89 Λ ER MA 353.1 408 386 4 E 36 4% Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PLA 6 2+5 NH 8 @ Tra 36 Λ 5 Λ 8"C DI BM-15-1 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND OL S-3 U/D 0.4 ffic Sto 0.5 CONKLIN % U/D E TR. 5.70 AVENUE 8" PIPE IP 1+ 16"PIPE w 6 DPE @ 0 .00 Λ Sig SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 386 Λ 10 RIM 385.7 B NTE NEW 4" PERFORATED S 5.7 nal @ 0 T 0% Λ . 35 0 NLE R: 35 1.03 Λ ne UPo % 82 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra 3 3+0 Pol 7 'F' I +37 Tw 853LF of 60 INV. 383.34 Out Λ .0+ PE le ffic e 8 UNDERDRAIN 2.25 "H G 8 5 Λ 386 ): 3 Λ Sig Λ 03 R-8 387 HD .(IN ): 351. nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ Wall 386 .0 TC 7.0 U/D Box 8 V W IN MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 36 T " 387.9 TC U Λ 7 15 .(O .5 B 3 E DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF RIM DI BM-18 .0+ Λ + 36 INV 0 Pier DR =355. of 387.4 BC C ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Pier 1+0 RIM 383.20 0 Stop Bar +38 Λ F AIN 387 65 SHOWN BY THESE DRAWINGS. U/D 4L Λ INV. 378.39 In UPo INL Stre 11 0 P ET U/D RC 6.25 38 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW et S Λ INV. 378.39 Out le 24" D 36 ign Λ UPo YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DMH BM-21 387 A 2 le MPH DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION UP E 387 .5 TC DMH BM-19 U/D 4% O RIM 385.00 Wir UPoole 386 8.1 2 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ 5/20 e Wir Sign 1 R Λ .0 B RIM 387.00 e E@ Gu INV. 380.00 In 0 3 le 4+0 Gu DP TE 36 387 C 10" MAPLE 6" TRIPLE MAPLE y .25+ PI: Pier 387 INV. 378.91 In 52"H D y 0 RIM Λ INV. 380.00 Out D U of318 37 RO 4 Λ U/D w 406 +38 Tw MA =354. N RI DR 387 INV. 378.91 Out F IN MM=35 A Copyright DTS Provident Design Engineering, LLP 2026 W 92L 3+6 6.0B 6 O Wir NH 36 387 OL 0 384 .2 Gra 12" TREE .0 5+ e AN 1.63 387 .90 TC P All rights reserved. Λ 0 E Λ v 6 el S Gu 396 HO 0 2 M 8.2 wa y 86 37 LE 0+ .40 le RO NOT FOR CONSTRUCTION Λ E 3 BC 8 Λ 36 10" MAPLE SEW RIM 5 37 INV ES-BM-13 0.50% 15" HDPE @ ER =35 4 Inte =35 C 8 103LF of 37 MA 2 RIM 384.02 Sig rsecti 10" TREE 18" 4.43 NH .65 Λ Λ 386 n on LIMIT OF 10" MAPLE OL 5+00 REVISIONS/ISSUANCES UPo RC U/D INV. 382.50 In 6 L. 38 REA E 37 P D 20" TREE DISTURBANCE, w 24" OAK le Λ Λ 2.5) NO. DATE ISSUE 388 6.0B TYP. UPo 37 Sto PI: 404 Theresa Guillermo 70LF of 15" HDPE @ 1.07% M ETION A le Λ -36 Λ ne 0 (BO RETEN 384 R. S .56 Wa +39 PARCEL 1 REVISIONS Now or Formerly T 1 02/11/25 4+6 40" MAPLE S ll 37 6.25 4 P T NLE R: 36 3.64 7 38 Λ RC Λ 33.08-3-20 384 224" 'F' I E PI: 5+63.98 8" MAPLE % G 36 UPo 0.8 Sig 50 ): 64 390 INV 2 SITE PLAN APPLICATION - PARCEL 1 n 05/22/25 U/D 0. .(IN ): 363. 386 le % Λ 6" CLUMP MAPLE Λ Stop =36 OGDEN AVENUE OCS BM-20 @ 00 V 8 3 I N UT 15" .56 Bar Sign C 384 37 6" CLUMP MAPLE PE + .(O RC RIM 383.00 6 4 Stre Λ HD INV Λ P 10" MAPLE et S 3 10/23/25 PLANNING BOARD SUBMISSION 0+00 TTO 12"RCP Stop INV. 379.25 In 15 " 8 38 402 ign INV E of Λ .A/ Λ INV. 379.25 Out 37 A B/C LF 4 11/20/25 PLANNING BOARD REVISION 6 R =36 69 12" MAPLE DR BIO AIN IM=3 4.02 W Λ U/D B MA 66.9 37 Λ NH 2 5 04/22/26 PLANNING BOARD REVISION +38 Sto OL 6+ 37 Λ E 12"RCP ne 6.0B 382 8 Wa Λ Λ w 3 UPo FILL UPo 8 ll 4 6 l Λ le E SUM D WI e 38 400 26" MAPLE 394 /D Λ Λ V.S.Construction UCorp. TH 392 H 381 RIM P EL= DEB edg NEW HYDRODYNAMIC :6 388 .5+ Now or Formerly e 10" MAPLE DR =368. 365.9 RIS Richard DeLorenzo 3 38 S-4 +3 390 AIN 5 T 75 SEPARATOR, TYP. 33.12-2-8 E 0 6 Now or Formerly NL .9 20" MAPLE INL 'R' I R: 377 .04 7. 38 /D ET 33.08-3-19 6 03 U 2 Walk 4 38 G : 37 396 UT) He Flag. ( O dg . INV e 0 14" MAPLE 2 39 388 39 12" MAPLE 4 24" MAPLE Traffic Signal AD BM-19-1 39 As Wall UPo phal Sign RIM 385.00 le t Sw DRAWING TITLE: 36" MAPLE ale 6 Sign - Intersection 38 39 UPo INV 8 24" MAPLE Ston =38 PARCEL 1 - le Ston e W 2.4 MPH all 9 Julie Garcia & Michelle Loza 398 12" Ro Julie Garcia & Michelle Loza Sign RC wo eW P Now or Formerly SITE GRADING AND 24" MAPLE INV fP ine 33.08-4-20 RIM =385 s all Now or Formerly 28" MAPLE 39 DR =387 .21 2 Route Sign 33.08-4-19 DRAINAGE PLAN UPo AIN .91 Bar 8" MAPLE le INL Stop Stop Sign ET TAYLOR AVENUE Sign D 8" TWIN MAPLE UPo le Street Asph rive 8" MAPLE Ston alt 24" MAPLE e W Cur Roy Renza, Gary Renza & John Renza all b n Now or Formerly Sig 33.08-6-1 UPo Seal Seal DRAWN BY: CHECKED BY: F NE BZ/RC/TK GMS/MG E O . W YO le Stone Masonry Wall T Stone UPo James & Shirley Armstrong A R J GREG Wall le Asp Guy Wire PROJECT NO. DATE: halt Now or Formerly E O Park RK RY PE T 812 01/23/25 ing INV=379.93 S 33.08-4-18 T Are a RIM=386.93 Metal Guide Rail UPole SEWER MANHOLE DRAWING NO. * * Aphalt Swale UPole Asph UPole alt Sw SP-2.0 Drive ale Retaining Wall ER Asphalt L IC Anchor Block No 6 I NE Drive ED . 0 7 12 2 E NG UPole EN 15"PIP E Asphalt S PRO F Retaining Wall E S S I O NA L INV. B INV.AB=405.58 18" MAPLE Stone Masonry EXPIRES 01/31/27 = RIM= 405.58 Retaining Wall 409.0 26" MAPLE 8 Page 46 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-3.0 SITE UTILITY PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV W PRO ICE A TER ED P OS Town of Cortlandt, New York SERV ICE Joh w or Fo -73 No n & 33.1 Glo rmerly WA PROP T ria 2-3 ER SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT s Ma V.S. CONSTRUCTION CORPORATION o n 37 CROTON DAM ROAD ry W Λ Λ Λ Λ OSSINING, NY 10562 Λ Λ Λ Λ Λ Λ all Λ Λ CYPR Λ Λ CYP Λ ESS L +44002.0Tw ANE w 0.0B RES Λ PLANNER, CIVIL ENGINEER, LANDSCAPE LAN S Λ MO POSED MAIN Λ D WATER ARCHITECT Λ PRO Λ PROPOSE Λ Λ E NUM Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DTSIntelligent PROVIDENT Λ Ta P Λ Λ Λ 402 Λ WF 18A Λ Λ Λ r Λ ENT Λ +34900.0T Λ o 2.5B Λ x a Λ Λ Λ  Λ Λ Λ p Λ Λ Λ Λ +394 Λ PR r L 402 Λ 400 Λ e Land Use Λ Λ erty 385..0w ot 7 nes Be Λ Λ Λ O Λ Λ Λ Λ Λ Λ 0Bw Λ Λ not d Tax L en P Λ Λ OS Λ 404 02 Λ Λ Λ Λ Λ 400 ED Li an Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 4 WF 19A Λ Co Λ Λ Λ Λ W Λ Λ 2.0% Λ One North Broadway Λ AT Λ Λ Λ n Λ Λ White Plains, NY 10601 E Λ Λ Λ t Λ R Ston i Λ Λ Λ guo 8 Λ Λ Λ MA Λ Λ Λ twe Λ P: 914.428.0010 +33892.0 Λ 396 Λ Λ 5.0 IN 10 Λ Λ Λ ot Λ 382 e +394 Λ F: 914.428.0017 us Λ Λ WF 17A Λ Λ 386..0w 0 Λ 0 Λ 1+5 Λ Wal Λ Λ 0Bw 384 38 Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 4.9% Λ 1+0 Λ 3 Λ 0 37855..5Tw+ l Λ Λ 8 Λ Λ 37 Λ 0Bw 8.4% Λ FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A Λ Λ 00 0+70 2.0% 37 Λ 2+ TIM TLAND ONE MORGAN AVENUE Λ GG ILLER A FLAGG Step ow or -3-4 Λ 0+5 4 HP Λ Λ 0 WE NORWALK, CONNECTICUT 06851 M ED N +394 + 24 6 Λ 9 Λ 37 386..0w . 385 Λ Pitc Λ Λ WV 0Bw 3 he N Λ Λ Λ Λ O Λ Λ +3 h LAND USE ATTORNEY V 1.0% 2+50 Λ WV Λ n Λ 404 85 372 EMB IATES, Y D 0+ SSO S Λ W Λ .0 00 WF 15A Λ & FIL Λ V 33.1 Tw Λ Λ PRO w ZARIN & STEINMETZ ER 2 .0T Λ C Daw erly Λ Λ 5 Λ LP +38 ED M Λ Λ POS Form + .0 81 MAIN STREET Λ 8 2 D 385 Λ PROPOSED 6" DIP 37 Λ - ED B 2 ED WHITE PLAINS, NY 10601 Λ Λ 385.63 9, 2 0 5% 374 Tw n WATERMAIN 0 INC +0 + WA Λ A Λ Λ 3 Wire 5.0 Λ 023 Boc P 386 . TE Λ +37 Λ 6 SURVEYOR Λ R SE Λ # Λ 7 38 Λ F ek 742 Λ 385.90 e w RVICΛ 36 Λ + DANIEL T. MERRITTS, PLS Λ 385.43+ Λ 3+50 5.0T 8 nce 3 .5% Λ 7 H1 394 BEDFORD ROAD E Λ Λ +38 Λ C . PIT AX .35+ B WF 14A Λ PER PLEASANTVILLE, NY 10570 Λ 385.70 CURB M 38S6H CUR Λ Λ Λ 370 + FLUSH 38 Λ FLU 386 OLD Λ Λ D Λ Λ 5 Λ WETLAND CONSULTANT Λ SUR 406 Λ Λ Λ Λ 386 VEY % Λ P-4 TIM MILLER ASSOCIATES, INC. Λ Λ Λ 2.5 Λ SW +61 10 NORTH STREET - NO 86.5 Λ +3 Λ Λ .35 Λ 66 w 3 385.90 COLD SPRING, NY 10516 LIMIT OF 374 386 + +39 Tw Λ T FO 396 .5Bw BUR D Λ DISTURBANCE, TYP. + WF 13A Λ Λ +38 Tw .0 38 U Λ 0 IED 6.5B 406 6 N Λ 4+0 WF .5 6 Λ Λ Λ Λ C4 Λ Λ Λ Pitch 1500 GALLON GREASE WF 5A Λ Λ Λ ) Λ TRAP TANK P-3 86.0 Λ W Λ 8 6' S WF h Λ Pitc 97'x Λ E Λ D L. 3 Λ LAN Λ WE WF 6A TLA Pitc 38 C3 6.0 Λ Λ GREASE TRAP N 360 MH - MA1 (BM-1) Λ DB +38 ME h Jose or Fo -1 7 Λ Λ OU FIRE Wire ND SAMPLING MANHOLE RIM:354.00 Λ Fo D Guy TTO0 ARY Now 3.12-3 w Λ HP Λ 5.0T Λ (BO 3+0 FFL. 386.5 (UPPER LEVEL) f 8" Λ Ca +38 INV IN:348.90 8" WF 7A Λ 387+ 0 ph Edg FFL. 374.5 (LOWER LEVEL) w Λ Λ 38 .26 4.0B DIP 4+5 Λ Pitch INV IN:348.90 6" e of W Λ Λ +37U/G SAND Asp l 3 W a 7 halt INV OUT:348.80 8" WF 8A @ F C2 373.0Tw itch Wa Λ & Λ REA b FILTER ate Λ 10.0 ter rese eth Eliza rly D 6.5 P SYSTEM r Λ WF 12A A Λ 5% Λ UPo Pitch + 4+83 (8'x20') rme ON le UPo 386 Λ Λ Λ b MO SW NTI le PRO MME +38 Λ 20 LF of 6" PVC @ 9.91% C Λ % P-5 Λ E E our 16"C R-1 h DROP MANHOLE Pitc RET 1.0 NU 8 LAN IP Λ 408 Ston +366 Λ 100' PPORONUMNT se 0+0 SMH - BM4 Λ NTE h Λ 0 4.0 +37RIM:374.00 Pitc SWP BIO Λ FIRE WF OSPE EN .0Bw Λ BUF Λ S 0 eW PLA 0 0+0 35 OD T INV IN:365.00 6" 5+0 35' Λ -6 FER C1 SED Λ INV OUT:353.00 6" D WF 11A 354 SW PROPOSED W all Ston 1 +37 F Λ eM 0+5 370 8' x UPo 4" DIP (DOM.) aso Λ 9A Λ 0 UPo 3.0T 36 LF of 6" PVC @ 2.81% 45' Λ n 9 AD ry R 0+60 71L le D RO e 2 Λ ER- Ed tain le S 364 Λ Λ 7'x1 PROPOSED 6" DIP SANITARY Λ D w ge ing 360 T F PROPOSED 02 S ON Λ 1+07 LAN Traf o Wa MP E 35/2 100. +39 Tw fA of 8 2+0397.5 w Λ P ll 00' SEWER CONNECTION sph 6" DIP (FIRE) +308 Tw w ' SW 7.5B Λ O Λ fi alt CR OUT "D .0 6.75 'x5 16" c Sig re 7.0B INV. OUT: 366.5 T 212 Λ C raffi +37 408 R IP @ IP Ed Λ Λ g W Λ eo ANE NA +38 SMH - BM5 4.0 na Tw c Sig NANC Wi fA F Λ PROPOSED 6" DIP FIRE SERVICE Guy 2.8 1+00 sph 10 YL NCY Λ Λ l Bo 4.0 .0Bw 386 RIM:354.80 alt Asp Λ 6% A 4" DIP DOMESTIC SERVICE w Swa lt D nal Λ UPo +37 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 0 .0T INV IN:351.00 6" UPo x Control #500403371 Λ Λ 386 5+5 LAN +364 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. (SIZE TO BE CONFIRMED BY MEP) Λ ha 8"C 9 Pole .5+ Town of Cortlandt 1-800-962-7962 OR 811 INV OUT:349.90 6" Λ le +36 Wire Λ 2.0% IP le l Guy e Λ E PROPOSED Λ Now or Formerly Λ Met ater 6.4 Λ Pitc Λ 33.08-1-PO 6 FIRE HYDRANT, Λ Λ RELOCATE Me h Λ Ed W +38 er P ter ge S SMH - EX1 5.75 Λ SH Λ TYP Λ Wa Pit of FIRE HYDRANT RB Λ Λ Asp Λ 368 RIM:353.18 ter it 6.4 CULU Λ Λ ha +38 lt Λ Λ w Λ WV 7.0T INV IN:346.78 8" F Λ +38 Λ Λ +36 Pitch Λ Λ Λ .5 Λ Λ 6 7 +38 ER- D Λ NT Λ 358 Λ PLA CONNECT PROPOSED 8" Λ Λ W 00 5' S Λ Λ WATERMAIN TO EXISTING .5+ 0 INV 10 Λ Λ 37 2 360 6+ INV .B=34 7 6' x 36 8" CIP W/ NEW 8"x8"x8" TEE Λ 386 35 Λ EXSI .A= 6.23 SW NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ ESW R Λ ERG IMR=I3M5= 346.7 TIN Now .08-6-1 6 Mic r Form Asp D BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ 408 386 4 MSEAW 33.15 8 36 Tra el & K y Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PLA 6 Tra NEHR 83.18 36 Λ Λ 8"C ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND ffic OM Sto L halt CONKLIN EH E AVENUE 8" PIPE IP Bw 76 16"PIPE 16"PIPE Λ ha Sig 33 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 386 Λ p 10 1 NTE nal 0 Λ . 35 Edge 16" Λ ne UPo o % WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra 3 P a CIP o +37 Tw 3 Λ + le ffic le 8 86.0 2.25 UPo Λ Swa Sig nes im Λ Λ R-8 le 3 nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall 7.0 Box 8 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 36 Λ +37 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF .0+ le e 4" PIPE Λ 36 0 Ed ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 1+0 ge 0 Stop Bar +38 Λ 387 erl SHOWN BY THESE DRAWINGS. of 2 Edg 50 Λ UPo Pole UPo Asp Stre eo 0 ha 6.25 38 CR 6+ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW et S Λ le lt f As PROPOSED U 36 ign Λ pha le UPo YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS OM ROU lt FOR WORK IN THIS SHADED 2 le MPH FIRE HYDRANT DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION UPo 386 AREA REFER TO NYSDOT UPo le 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign Λ PONTE 35/20 Wire le HIGHWAY WORK PERMIT 36 Guy 387 Asphalt .25+ 387 2 U 0 Λ D 38 37 4 Λ D 2R w 406 +38 Tw Pole 387 PLANS Copyright DTS Provident Design Engineering, LLP 2026 Wire INV 6.0B Pier 36 384 .2 Guy Gra RIM =343. .0 5+ All rights reserved. Wire Λ SEW Λ v 6 el S Guy 396 O 70 2 ER = wa MA 352.6 6 37 CONKLIN AD 38 le Gr AVENUE SEW RIM HO 5 NOT FOR CONSTRUCTION N Λ 8 ave Λ 36 37 l = L UPo Sw ER 4 Inte B MA 352.6 E 8 7+00 37 ale Sig rsecti Λ Λ LIMIT OF NH 5 386 n o OL REVISIONS/ISSUANCES UPo 6 le n A L. 38 REA E 37 D DISTURBANCE, w le Λ Edg Λ 2.5) NO. DATE ISSUE 388 6.0B eo TYP. UPo 37 Sto f As UPo 404 Theresa Guillermo M ETION A pha le Λ Λ ne 0 (BO RETEN 384 W lt +39 PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le 37 6.25 4 38 Λ FIL eo Λ 33.08-3-20 384 2 fA UPo Sig sph 390 INV 2 SITE PLAN APPLICATION - PARCEL 1 n 05/22/25 386 ED M le % alt Λ Λ Stop =36 OGDEN AVENUE 3 Bar 15" .56 Sign C 384 37 CR RC 4 Stre Λ Λ P et S 3 10/23/25 PLANNING BOARD SUBMISSION 0+00 TTO Stop 8 38 OM 402 ign INV A Λ .A/ Λ 37 B/C P #7 4 11/20/25 PLANNING BOARD REVISION 6 PO R =36 7+ DR BIO AIN IM=3 4.02 Λ B MA 66.9 50 ND Λ NH 2 5 04/22/26 PLANNING BOARD REVISION +38 Sto OL 37 AVENUE 4 Λ OGDEN E 12"RCP ne 6.0B 382 8 27 Wa RO Λ Λ w 3 UPo UPo 8 ll 4 6 le Λ le 38 400 AD 394 Λ Λ R 392 He 381 dg o 388 .5+ e Richard DeLorenzo 38 RELOCATE y 390 0 Now or Formerly & Jo , Gary rly FIRE HYDRANT 38 Ren or Form Now 3.08-6- 33.08-3-19 6 2 Walk 38 396 Wal Fla He Flag. 7+91 dg za h e g 0 3 k 39 388 n . 2 39 Renz enza Edg RO 4 eo Traffic Signal 39 fA As Wall sph UT UPo phal Sign DRAWING TITLE: a alt le t S 1 e wa R 6 38 E3 le Sign - Intersection 39 UPo UPo 8 Ston le 5/2 Ston e W 02 CONNECT MPH all Julie Garcia & Michelle Loza 398 PARCEL 1 - Ro Julie Garcia & Michelle Loza le Sign Row of TO EXIST 8" CIP eW w o Pin Now or Formerly WATERMAIN f P es 33.08-4-20 all Now or Formerly SITE UTILITY PLAN ine 39 s 2 Route Sign 33.08-4-19 UPo Bar le Stop Stop Sign Edge of Asphal TAYLOR AVENUE Sign D UUPPo ole le Street Asph rive Ston alt e W Cur all b Edg n e Sig of A s Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt t F NE BZ/RC/TK GMS/MG AVENUE E O . W YO Guy le Stone Masonry Wall T Stone eM UPo James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Wir Now or Formerly E O Park RK RY a PE T 812 01/23/25 ing INV=379.93 S s 33.08-4-18 e T o Are a nry RIM=386.93 Metal Guide Rail SEWER MANHOLE DRAWING NO. INV 386.93 OLE UPole * * Wal 9.93 RI Edge S UPole UPole M Aphalt Swale of As Asph E = W p alt Sw UPo SP-3.0 halt UPo = l 37 UPo ale ER M Drive Retaining Wall le le Asp ER Asphalt L IC Driv lt le Anchor Block No 6 ANH I NE Drive . 0 7 12 2 E NG Edge ED UPole EN h A e Driv lt of A a Asphalt s S PRO F sp Retaining Wall E S S I O NA L p halt ha e Stone Masonry Retaining Wall EXPIRES 01/31/27 Page 47 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 S EVERGREEN MANOR Town of Cortlandt, New York 0 0+0 OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION EXISTING TREE CANOPY 1 AS 73 CR Λ 37 CROTON DAM ROAD TO REMAIN (TYP.) OSSINING, NY 10562 INSTALL EROSION Λ 3 QP 225 CAC CONTROL FABRIC ON ALL S Λ 1 AS SLOPES GREATER THAN Λ Λ Λ Λ OR EQUAL TO 3:1 (TYP.) PLANNER, CIVIL ENGINEER, LANDSCAPE 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 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 P: 914.428.0010 EAS Λ Λ Λ Λ Λ 1 AO Λ 166 AA F: 914.428.0017 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 AO 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.) Λ LAND USE ATTORNEY Λ Λ Λ Λ 350 CAC Λ Λ Λ ZARIN & STEINMETZ Λ 1 CC D Λ Λ S 3 UN 81 MAIN STREET Λ 1 AO 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 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 Λ Λ 4' HIGH CHAIN 5 IA 10 NORTH STREET Λ COLD SPRING, NY 10516 Λ Λ LINK FENCE Λ 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 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 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 MO EXISTING TREE CANOPY 11 IV TC 13 CR PRO UME LAW Λ Co Λ TO REMAIN (TYP.) Λ E 1 TR 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 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 11 IGC Λ 10 JT Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ 1 QA 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 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 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 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 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 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 207 CAC 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 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 wa 1 LT All rights reserved. 0+ le 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 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 54 1:1 60 SITE LANDSCAPE PLAN ORNAMENTAL TREES 34 3:1 11 Ston e W C Cuurr all bb SHRUBS 1459 10:1 145 Stone Stone Masonry Wall 266 Seal Seal DRAWN BY: CHECKED BY: F NE E O . W YO Wall Asp halt T A R J GREG Park PROJECT NO. DATE: i LANDSCAPE NOTES: ng A r ea E O RK RY PE T 812 01/23/25 S 1. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR T Asph YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO DRAWING NO. * * alt Sw 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 ER L IC THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD No 6 I NE Asphalt . 0 7 12 2 E NG Retaining Wall ED EN OF TIME AS MAY BE SPECIFIED. Stone Masonry S PRO F Retaining Wall E S S I O NA L Stone Masonry EXPIRES 01/31/27 Page 48 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 P: 914.428.0010 F: 914.428.0017 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 CLA 21 CLETHRA ALNIFOLIA 'SIXTEEN CANDLES' / SIXTEEN CANDLES SUMMERSWEET 24"-36" HGT. 36" o.c. FULL AND DENSE BRANCHING IG 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 CL 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 CAC 197 COTONEASTER APICULATUS / CRANBERRY COTONEASTER 24"-30" 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 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY MP 166 MYRICA PENSYLVANICA / NORTHERN BAYBERRY 24"-36" 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 RG 271 RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 12"-24" 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 CR 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 IG 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 COC 36 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 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 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 Seal DRAWN BY: CHECKED BY: SEEDING RATE: 6 LBS/1,000 SF. F NE T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * SP-4.2 ER L IC No 6 I NE PLANT SCHEDULE 4 ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 49 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 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 DL2 1 T4S GARDCO P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK DL3 1 T3M GARDCO P15-P-A03-8272-T3M-HIS-AR-FAWS6-BK 2 6 SRA-STB-4-188-12-D1-BK EVERGREEN MANOR 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 DL5 1 T4M GARDCO P15-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK 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 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) 0.0 0.0 0.0 0.0 ALL DOWN LIGHTS ARE 15' HIGH MONUMENT PROPOSED OWNER / APPLICANT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 V.S. CONSTRUCTION CORPORATION # 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 0.0 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 0.1 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 0.2 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 0.0 0.2 0.5 0.9 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 0.2 0.1 0.1 0.0 Λ P: 914.428.0010 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 F: 914.428.0017 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 0.8 1.4 1.7 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 0.2 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 0.7 0.6 0.6 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 2.4 1.7 0.9 0.7 0.7 0.7 0.7 0.8 0.8 0.7 0.6 0.6 0.6 0.7 0.7 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 2.5 1.6 1.0 0.7 0.6 0.6 0.6 0.5 0.4 0.3 0.4 0.6 0.8 0.9 1.1 0.7 0.8 2.2 2.4 2.1 0.6 0.3 0.4 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 0.6 0.6 0.6 1.0 0.7 0.9 0.8 1.1 2.4 1.5 1.5 0.7 0.3 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 0.6 0.5 2.2 5.5 3.2 0.7 0.8 1.1 0.9 0.8 0.7 1.0 0.6 0.7 1.8 1.3 0.1 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 0.9 0.8 0.7 3.6 7.0 3.7 0.6 0.6 0.8 0.6 0.5 0.4 3.0 9.6 3.3 1.9 1.3 0.2 0.1 0.0 Λ F MEMORY COURTYARD BOLLARD FIXTURE SCHEDULE (B) Λ enc Λ Λ DANIEL T. MERRITTS, PLS Λ Λ 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 1.1 0.8 0.9 0.6 1.0 2.4 4.0 2.0 0.5 0.5 0.4 0.5 1.7 8.7 22.3 9.9 2.5 PT100.4 0.1 0.0 # 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 0.7 2.4 1.7 1.2 0.9 0.9 1.2 1.2 0.6 0.5 0.6 0.9 0.7 1.1 0.7 0.7 4.0 8.3 5.3 2.3 6.1 3.5 7.5 10.0 8.6 3.7 1.1 0.1 0.1 0.0 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 1.6 1.8 1.9 1.0 0.3 0.3 0.5 0.8 0.8 0.6 0.5 0.5 3.3 13.2 10.1 7.9 6.0 7.2 0.3 0.1 0.0 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 0.4 0.5 0.5 0.7 2.2 6.6 8.8 0.0 3.0 0.1 0.0 0.0 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 0.2 0.7 3.7 7.7 8.1 3.7 1.3 0.1 0.0 0.0 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 0.0 7.7 1.9 0.3 0.0 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 0.6 1.0 0.7 0.1 0.0 0.0 0.8 0.2 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 0.9 2.6 0.6 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 1.4 2.4 0.5 0.2 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 0.8 2.6 2.1 1.2 0.0 0.0 0.0 0.0 0.0 0.1 0.4 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 0.8 1.9 1.5 2.0 0.0 0.0 Λ 0.0 0.0 0.0 0.1 0.4 1.5 2.1 0.3 0.1 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 0.6 1.6 2.2 2.4 0.2 0.0 0.0 0.1 0.1 0.3 0.6 1.6 1.9 0.1 0.0 r Λ Λ MIN 0.2 Λ T4 0.0 0.0 0.1 Λ 0.3 0.7 1.0 1.0 0.8 0.5 0.7 1.4 2.5 B6 0.2 0.8 17.2 LIGHT BOLLARD 15.0 0.2 0.7 1.3 1.8 0.7 0.4 0.4 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 0.8 1.1 1.5 2.1 0.2 15.1 1.0 0.3 0.3 0.1 1.3 2.8 3.9 3.2 0.6 0.0 0.0 0.0 0.0 LAN urs Λ EMPLOYEE WALK Λ e Λ PR UM MO Λ 0.0 0.0 0.0 0.1 0.4 0.6 0.7 0.6 0.8 FIRE 2.0 1.1 0.9 0.0 0.2 0.3 0.1 0.0 0.0 0.0 3.9 4.2 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 0.7 0.5 1.2 2.7 0.3 0.2 0.1 7.7 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 0.2 0.1 0.2 0.3 1.3 0.2 0.5 0.3 4.2 1.7 0.0 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 0.1 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 13.1 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 1.3 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 0.2 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 0.6 1.2 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 0.6 1.0 1.1 0.6 Λ Λ Λ Λ Λ Λ Λ AVERAGE 0.7 Λ Λ 0.0 0.1 0.2 0.4 0.6 0.6 0.6 0.5 0.6 0.9 1.5 0.3 0.4 0.5 0.7 5.2 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 0.6 0.2 0.2 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 0.4 0.1 0.0 Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE RATIO 1.8:1 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 2.3 1.9 1.5 0.9 0.5 0.4 0.4 0.5 0.1 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 0.5 0.2 0.1 0.0 0.0 0.0 0.0 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 0.0 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 0.0 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 0.7 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 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 Seal DRAWN BY: CHECKED BY: STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO F NE BZ/DMM GMS/MG SUBSTITUTION REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN T E O . W YO WITH STATISTICAL SUMMARY TABLE TO VERIFY THAT THE PROPOSED SUBSTITUTION ACHIEVES THE IESNA A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT T 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 ER L IC No 6 I NE REQUIRE AN AMENDMENT OR REAPPROVAL OF THE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN ED . 0 7 12 2 E NG EN S APPROVALS. PRO F E S S I O NA L EXPIRES 01/31/27 Page 50 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 P: 914.428.0010 GROUND LUG HANDHOLE - FUSED CONNECTION AT EVERY POLE F: 914.428.0017 ATTACHED TO 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. 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 Seal DRAWN BY: CHECKED BY: F NE T E O . W YO 9. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND CONDUIT LAYOUT. A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * SP-5.2 ER L IC PARKING LOT DOWNLIGHT FIXTURE (DL) PARKING LOT DOWNLIGHT FIXTURE AREA DOWNLIGHT POLE ELECTRICAL SITE LIGHTING NOTES No 6 I NE 7 8 9 11 ED . 0 7 12 2 E NG EN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S PRO F E S S I O NA L EXPIRES 01/31/27 Page 51 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 P: 914.428.0010 BASE PLATE LAWN F: 914.428.0017 (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 DRAWING TITLE: PARCEL 1 - SITE LIGHTING DETAILS Seal Seal DRAWN BY: CHECKED BY: F NE T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * SP-5.3 ER L IC No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 52 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-6.1 SITE AND UTILITY DETAILS.DWG JOINT DETAIL JOINT SEALANT 1/2 " 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES EVERY 5 LINEAR FEET FOR 5' WIDE WALKWAYS OR 1/2" EVERY 6 LINEAR FEET FOR 6' WIDE WALKWAYS OR AS SHOWN ON PLANS 3/4" 12" 12" 5'-0" WALKWAY EXTEND ASPHALT BASE COURSE INTO EXISTING 6" (OR AS SHOWN AS PLANS) PAVEMENT DEPTH 3" OR MATCH EXISTING EVERGREEN MANOR 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 4000 PSI CLASS A CONCRETE NYSDOT ITEM No. 403.178302 NEW PAVEMENT OVERLAY DEPTH 1" WITH LIGHT BROOM FINISH. 1 1 4" x 2" SCORED JOINT WITH 1/2" JOINT 6" SAW CUT OR MATCH EXISTING 6" X 6" - W2.0 X W2.0 WELDED TOOLED EDGES 6" FROM DOWEL BAR 2 1/2" 6" 3/4" FACE OF CURB Town of Cortlandt, New York WIRE MESH (2" MIN. COVER) 1/2" 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 EXPANSION 18" NYSDOT ITEM No. 403.138902 1" JOINT PITCH AS SHOWN X X X X 5" PAVEMENT OR 6" ON PLANS STRUCTURE 3" 5" 18" 8" 9" 12" EXISTING PAVEMENT NEW PAVEMENT 8" BEDDING COURSE 6" (SEE DETAIL X ON CD-X.X) 3" 8" COMPACTED SUBBASE COMPACTED SUBGRADE 3" COURSE NYSDPT ITEM 304.14 #4 BAR (3"MIN. OWNER / APPLICANT CLEAR ALL SIDES) NOTE: NOTES: 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 20' O.C. V.S. CONSTRUCTION CORPORATION 4" PERF. PVC UNDERDRAIN WHERE SHOWN SAW CUT INTO EXISTING PAVEMENT APPLIES FOR 5' WIDE WALKWAYS AND 24' O.C. FOR 6' WIDE WALKWAYS ON PLANS OR WHERE DIRECTED BY 37 CROTON DAM ROAD 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN ABUTTING COMPACTED SUBGRADE TO PAVEMENT REPLACEMENT AT UTILITY CONCRETE WALKWAYS, CONCRETE CURBS, BUILDINGS AND OTHER PROJECT ENGINEER OR WHERE AREAS OF OSSINING, NY 10562 TRENCHES EXTENDING INTO R.O.W. STRUCTURES. GROUNDWATER ENCOUNTERED; 3. INTEGRAL CURB AND SIDEWALK TO BE INSTALLED WHEREVER CONNECT TO STORM DRAIN CONCRETE CURB AND CONCRETE SIDEWALK ARE ADJACENT INCLUDING AT ACCESSIBLE RAMPS (WHERE CURB WOULD BE FLUSH WITH GRADE PER PEDESTRIAN RAMP DETAILS). PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT SAWCUT PAVEMENT KEY-IN DTSIntelligent PROVIDENT  Land Use ASPHALT PAVEMENT 1 2 CONCRETE CURB 3 CONCRETE SIDEWALK WITH INTEGRAL CURB 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 NOTE: NO PARKING ANYTIME FOR ALL SIDEWALKS AND RAMPS, SIGN #R7-1 P: 914.428.0010 SEE NYS DOT SHEET NUMBER 608-01 "SIDEWALK CURB RAMP 5 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES 4 4 F: 914.428.0017 EVERY 4 LINEAR FEET FOR 4' WIDE WALKWAYS OR DETAILS (TOTAL OF 9 SHEETS)" EFFECTIVE DATE 05/01/16. EVERY 4.5 LINEAR FEET FOR 4.5' WIDE WALKWAYS OR AS SHOWN ON PLANS NON-PAVED SIGN WITH NEW YORK ARCHITECT - PARCEL 1 SURFACE 12" STRIPING (TYP.) STATE SYMBOL OF 4000 PSI CLASS A, FIBER REINFORCED CONCRETE WITH LIGHT BROOM FINISH. @ 2' SPACING 2'-0" (TYP.) PAVED WALKWAY ACCESSIBILITY, MUTCD STEIN TROOST ARCHITECTURE, LLC #R7-8 ABOVE "VAN RAMP DOWN ACCESSIBLE" SIGN #R7-8A RAMP DOWN ONE MORGAN AVENUE 6" X 6" - W2.0 X W2.0 WELDED 4000 PSI CONCRETE WIRE MESH (2" MIN. COVER) JOINT SEALANT 7.5% MAX TYP. EACH ACCESSIBLE 7.5% MAX NORWALK, CONNECTICUT 06851 12" PARKING SPACE 2% (TYP.) BEDDING COURSE DETECTABLE WARNINGS TO EXTEND EDGE OF 12" 12" WALKWAY 1:13 MAX WALKWAY FULL WIDTH OF RAMPS. PAVEMENT CURB LAND USE ATTORNEY 6'-0" 1:13 MAX HERCULITE CAST-IN-PLACE REPLACEABLE 7'-0" FLUSH 7'-0" TILES AS MANUFACTURED BY 6'-0" MIN. COMPACTED SUBGRADE ARMOR-TILE ZARIN & STEINMETZ 1-800-682-2525 OR APPROVED EQUAL; 2 1/2" 1/2" JOINT DOWEL BAR 24" X 60" TILES; DARK GRAY COLOR; 81 MAIN STREET 24" ALIGN DOMES IN SQUARE GRID IN 1/2" EXPANSION JOINT PRIMARY DIRECTION OF TRAVEL. WHITE PLAINS, NY 10601 ALL ADA DETECTABLE TACTILE DOMES TYP. 7'-0" 5'-0" 7'-0" SHALL BE "MADE IN THE USA" AND BE PAVEMENT OR RED IN COLOR. 2% MAX. SLOPE IN ALL SURVEYOR 6" STRUCTURE UNLESS SHOWN DIRECTIONS 12" OTHERWISE ON PLANS PLAN CONCRETE CURB DANIEL T. MERRITTS, PLS JOINT DETAIL 1'-0" (TYP.) 394 BEDFORD ROAD 1'-0" (TYP.) (TRANSVERSE LINES) PLEASANTVILLE, NY 10570 TOP OF CURB SIGNS SHALL BE MIN. 7'-0" COMBINED 18'-0" CLEAR TO THE BOTTOM OF BOTTOM OF CURB SIGN; ACCESSIBLE SIGN WETLAND CONSULTANT TYPE LS 4" WIDE BLUE TYP. SHALL BE A MIN. OF 70 STRIPING (TYP) AT TIM MILLER ASSOCIATES, INC. 6" ELEVATION 45° ANGLE, 2' O.C. SQUARE INCHES. UNDERDRAIN WHERE CONDITIONS OF DETECTABLE WARNING DETAILS 10 NORTH STREET NOTES: 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 16' O.C. FOR 4' WIDE WALKWAYS AND AT GROUND WATER ARE OBSERVED AND/OR WHERE DIRECTED BY THE ENGINEER. RAMP WITHIN WALKWAY COLD SPRING, NY 10516 1.6"-2.4" SYMBOL OF NEW YORK STATE 2' TO BE CONNECTED TO THE STORM FLUSH NOTES: 24' O.C. FOR 6' WIDE WALKWAYS TOP DIAMETER 50-65% 1. ALL CROSSWALK MARKINGS SHALL BE WHITE AND RETROREFLECTIVE REQUIREMENTS ACCESSIBLE PARKING - 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE WALKWAYS AND CONCRETE DRAIN SYSTEM OF THE BASE DIAMETER 3'-0" 2. CROSSWALK SHALL MEET NYSDOT STANDARD SPECIFICATIONS BLUE ON WHITE BACKGROUND BASE DIAMETER 0.2" CURBS AND STRUCTURES 3. SIDEWALKS AND DROP CURBS SHALL MEET ALL REQUIREMENTS OF THE NYSDOT STANDARD 0.9"-1.4" ROAD CURB RAMP SPECIFICATIONS. NOTES: .65" min. 1.6"-2.4" 3'-0" 4. SIDEWALKS SHALL BE 5" THICK MINIMUM AND 7" THICK AT DRIVEWAYS AND CROSSINGS. 1. ALL CONCRETE WALKS AND RAMPS SHALL BE 4000 PSI PLAN VIEW ELEVATION - ENLARGED 5. SIDEWALKS SHALL HAVE A PANEL SIZE OF 5' WITH AN EXPANSION JOINT EVERY 20' 6. SIDEWALKS TO HAVE BROOM SWEPT FINISH WITH CORNER TROWELING. CONCRETE. NOTE: 2. SEE CONCRETE WALK DETAIL(S) ALL ADA DETECTABLE TACTILE DOMES SHALL BE SECTION A FOR ADDITIONAL INFORMATION. 9'-0" 8'-0" MIN. 9'-0" "MADE IN THE USA" AND BE RED IN COLOR CONCRETE SIDEWALK CURB RAMP PEDESTRIAN CROSSWALK ACCESSIBLE PARKING WITH CURB RAMP 5 6 7 8 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ACCESSIBLE PARKING POST CAP OR NO PARKING SIGN - 3" PROVIDED BY SEE PLANS MFG TOP RAIL 3/4" to 1/2" DIA. TAPER 7/16'' HOLES FOR STANDARD 8'-0" O.C. TYP. CONNECTION 12'' X 18'' HANDICAP SIGN (10'-0" O.C. MAX.) 1 58" CONTINUOUS TOP RAIL 4" 1 1/4'' SCH 40 STEEL PIPE 11 GA. WIRE TIES 14" 2" @ 118'' LONG WITH HDPE 1/2" CHAMFER O.C. SLEEVE - INSTALL PER 2" O.D. LINE POST MFG SPECIFICATIONS 9 GA. 1 - 34" BLACK DIAMOND PLAN VIEW 2 21" O.D. TERMINAL POST FINISH GRADE 4" BLACK LDPE POLYVINYL CHLORIDE (PVC) 2.1 SOIL MATERIALS (SEE SPECIFICATION 31 20 00 FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) THERMOPLASTIC BUMPER COATED GALVANIZED STEEL THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY MESH TOP AND BOTTOM PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. POST SLEEVE FROM MFG - 1-800-962-7962 OR 811 A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT SELVAGE KNUCKLED 4'-0" INSTALL PER MFG 7'-0" MIN. CLEAR AVAILABLE FROM EXCAVATIONS. SPECIFICATIONS 1/2" DIA REBAR LINE RAIL CLAMP 3000 PSI CONCRETE 3 3 B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, 16" X 4" SQUARE EDGE 1 58" BOTTOM RAIL 3" MAX. OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY 6'' DIAM. SCH 40 STEEL STRETCHER BAR AND 81" BANDS BOLTED 15" O.C. PRECAST CONCRETE MONUMENT 24" PIPE FROM MFG FINISHED GRADE DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. MAX 4000 PSI CONCRETE @ 28 DAYS 36'' FLUSH OR APPROVED EQUAL 3" FINISHED GRADE CURB C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT SIDEWALK ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS. PARKING 12" SPACE OR 1. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF AISLE NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION. 3'-0" BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 2. UNSATISFACTORY MATERIALS ALSO INCLUDE MATERIALS BELOW STRUCTURES AND/OR FOUNDATIONS ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND DETERMINED BY OWNER'S REPRESENTATIVES TO BE UNSATISFACTORY BEARING MATERIALS. SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 6" NOTE: 1. CONTRACTOR SHALL INSTALL IDEAL WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED D. SUBBASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, 10" MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL SHIELD HANDICAP BOLLARD SYSTEM 8" 18'' CRUSHED STONE, AND NATURAL OR CRUSHED SAND; MEETING NYSDOT SPECIFICATION FOR NYSDOT ITEM #SSH-BL-36-118-C-18 OR APPROVED EQUAL. DIAM. DIAM. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 4" ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 304.11 SUBBASE COURSE TYPE 1. THE USE OF RECYCLED MATERIAL FROM ANY OFF-SITE SOURCE WILL NOT INSTALL PER MFG SPECIFICATIONS. SHOWN BY THESE DRAWINGS. BE PERMITTED AND RECYCLED MATERIAL FROM ONSITE DEMOLITION MAY NOT BE USED WITHOUT WRITTEN 2. COVER COLOR: BLACK CONCRETE FOOTING LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 3. CONTRACTOR SHALL PROVIDE SHOP CLASS 'A' CONCRETE 3000 AUTHORIZATION FROM THE OWNER. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DRAWINGS TO PROJECT ENGINEER FOR PSI TYP. ALL POSTS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION APPROVAL PRIOR TO ORDER SIDE VIEW 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. E. STRUCTURAL FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, 6" 6" CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A Copyright DTS Provident Design Engineering, LLP 2026 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. All rights reserved. BOLLARD SIGN SYSTEM 4' HIGH CHAIN LINK FENCE PRECAST CONCRETE MONUMENT NOT FOR CONSTRUCTION F. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, 10 11 12 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A REVISIONS/ISSUANCES 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. NO. DATE ISSUE G. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR 1 02/11/25 PARCEL 1 REVISIONS UNCRUSHED GRAVEL; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-21 SIGN POSTS TO BE SIGN SITE PLAN APPLICATION - PARCEL 1 " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. PANEL 2 05/22/25 PUNCHED FULL LENGTH RIM EL. 374.0 NO. DESCRIPTION IMAGE MUTCD NO. SIZE WITH 38" DIAM. HOLES, Z-BAR 3 10/23/25 PLANNING BOARD SUBMISSION H. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE 1" ON CENTER, WITH STRINGER PLASTIC 2'-0" WIDE 2'-0" WIDE AND NATURAL SAND; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" FIRST HOLE 1" FROM TOP WASHER STABILIZED 1 STABILIZED 4 11/20/25 PLANNING BOARD REVISION (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. STOP R1-1C 30"X30" 5 1'-16 " TURF 12'-0" WIDE ASPHALT PAVEMENT TURF SIGN DROP CONNECTION (AS SHOWN AS PLANS) 5 04/22/26 PLANNING BOARD REVISION I. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE RESERVED POST ASSEMBLY PARKING PER (AS REQUIRED) GRADING SIZE 1; WITH 100 PERCENT PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" (37.5-MM) SIEVE. 2 RESERVED PARKING/ VAN ACCESSIBLE R7-8 + R7-8P 12"X18" & 12"X6" 3'-21 " STANDARD SHEET PIPE INLETS KOR-N-SEAL BOOT 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 NYSDOT ITEM No. 403.178302 VAN DESIGN MOMENT: 1750 FT*LBS PROP. SANITARY ACCESSIBLE PLAN BEND BOLTS STEEL (1'-78" - 3 LB/FT 16" - 4 LB/FT BOLT SEWER MANHOLE 3 J. SAND: ASTM C 33; FINE AGGREGATE. NO OR BLUR THREADS SIGN POST) BASE POST NO PARKING ANY TIME PARKING R7-1 12"X18" PITCH AS SHOWN 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 ANY TIME SIGN PANEL CONNECTION SMH -BM4 ON PLANS NYSDOT ITEM No. 403.138902 K. TOPSOIL: SEE PLANTING MEDIA PREPARATION AND PLACEMENT SPECIFICATION. CLEANOUT NO FLOW CAP 1'-15 4 2" NO PARKING FIRE PARKING FIRE N/A 12"X18" 4" LANE LANE CENTROID OF SIGN DRAWING TITLE: MIN. ASSEMBLY 5 8" CROSSWALK W5-2C 30"X30" SIGN SANITARY INV. IN EL. 365.0 POST 4" ALLOW. PROTRUSION ABOVE GROUND SURFACE SIGN POST SEWER 3 LB/FT LATERAL TO SMH BM-5 RIB-BAK FROM BLDG. PARCEL 1 - 7'-0" MIN. LOCKNUT HEIGHT NOTES: CHANNEL SET REFLECTIVE TRAFFIC SAFETY PANELS IN ALL WYE FITTING SITE AND UTILITY DETAILS PEDESTRIAN CROSSING AND STOP SIGN POSTS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, REFLECTIVE CONC. BASE YELLOW PANEL FOR PEDESTRIAN CROSSING SIGNS; INV. OUT EL. 353.0 8" COMPACTED SUBBASE SHEAR REFLECTIVE RED PANEL FOR STOP SIGNS MARION PIN COURSE NYSDPT ITEM 304.14 FILTER FABRIC PREPARED SUBGRADE SIGNAGE KEYED TO NUMBERS SHOWN ON CD-1.0 MINUTE MAN BASE POST BREAKAWAY Seal Seal DRAWN BY: CHECKED BY: 4 LB/FT INV. IN EL. 353.1 F NE SYSTEM RIB-BAK T E O . W YO EMBEDMENT BASE A R J GREG PROJECT NO. DATE: 38" MIN. ELEVATION MARION MINUTE MAN CONNECTION E O RK RY POST PE T 812 01/23/25 S T DRAWING NO. * * SP-6.1 ER L IC SOIL MATERIAL NOTES SIGN SCHEDULE AND TRAFFIC SIGN POST MANHOLE DROP CONNECTION (SMH BM-4) EMERGENCY ACCESS DRIVEWAY No 6 I NE 9 13 14 15 ED . 0 7 12 2 E NG EN SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. S PRO F E S S I O NA L EXPIRES 01/31/27 Page 53 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\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 A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. 4'-0" 12" 24" B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE 2 COURSES MASONRY BRICK GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER FOR LEVELING PURPOSES 3 MIN. DELETERIOUS MATTER. SEE PLAN C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A A A OUTLET CHAMBER 1 PLASTIC COATED (2' MIN.) COMBINATION OF THESE GROUPS. STEEL STEPS EDGE OF PAVEMENT C.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME INVERT CONFORMING TO NYSDOT EVERGREEN MANOR WET POOL OF COMPACTION SAND FILTRATION BED CHAMBER SECTION 725-02 D. SUBBASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR 12" 6" OUTLET PIPE CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 200 (4) - 30" DIA. 6" 6" TURF REINFORCEMENT MAT AS (0.075-MM) SIEVE. Town of Cortlandt, New York MANHOLE MANUFACTURED BY GEO-SYNTHETICS, INC. INSTALL 2" THICK GRASS SOD E. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED OPENINGS SUMP OVER SOIL BASE SAND; NYSDOT ITEM 304.11. RECYCLED MATERIAL (BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, 18" (LANLOK TRM 435 OR APPROVED EQUAL) CEMENT CONCRETE, OR OTHER MATERIALS) MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. B EXISTING SUBGRADE 4" DEEP AMENDED SOIL PLAN F. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR (SEE NOTE) 12" MIN. COMPACTED CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 6" 3'-0" 6" #4 BARS SATISFACTORY (0.075-MM) SIEVE. UNDISTURBED 8" O.C. FRAME AND GRATE PATTERN NO. 2540 MATERIAL SUBBASE G. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR SUBGRADE BOTHWAYS FOR CATCH BASIN AS MANUFACTURED CRUSHED SAND; 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. MATERIALS SEDIMENTATION BY CAMPBELL FOUNDRY, HARRISON, H. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; CHAMBER NEW JERSEY OR APPROVED EQUAL COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-21 " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. SEE PLAN FOR RIM ELEVATION) I. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND; ASTM D 448; 10'-0" 7'-0" SECTION A-A 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. 2 COURSES MASONRY BRICK (MAXIMUM SLOPE SHALL NOT EXCEED 5%) J. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING SIZE 1; WITH 100 PERCENT FOR LEVELING PURPOSES PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" (37.5-MM) SIEVE. NOTE: 6" PRECAST AMENDED SOIL COMPOSITION (CLEAN AND WEED SEED FREE): K. SAND: ASTM C 33; FINE AGGREGATE. CONCRETE 50% SAND L. IMPERVIOUS FILL: CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. PAVEMENT 20-30% TOPSOIL WITH <5% CLAY CONTENT M. TOPSOIL: SEE SPECIFICATION. #4 BARS 15" CMP 20-30% LEAF COMPOST OWNER / APPLICANT 12" O.C. OUTLET PIPE BOTHWAYS V.S. CONSTRUCTION CORPORATION 4' x 4' x 6' h WATER TIGHT (3) 6" PERFORATED PVC 37 CROTON DAM ROAD COLLECTION PIPES (EQUALLY SIDE OUTLET CONCRETE WALL 15" CMP OVERFLOW PIPE SPACED) IN 11" GRAVEL BED WHERE SHOWN VEGETATED SWALE SOIL MATERIAL OSSINING, NY 10562 OVERFLOW SEE PLANS SCALE: N.T.S. SCALE: N.T.S. OUTLET WHERE SHOWN WEIR PIPE (SEE PLAN FOR OPENINGS LOCATION AND INVERT) PLANNER, CIVIL ENGINEER, LANDSCAPE 12" BEDDING COURSE ARCHITECT (COMPACTED CRUSHED PLAN 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 d = PIPE DIAMETER 1. ALL STRUCTURES TO SUPPORT H20 LOADING 2. CONTRACTOR TO SUBMIT FABRICATION SHOP w = 3*D + LA DTS Provident Design Engineering, LLP CA #: 0017846 DRAWINGS FOR APPROVAL One North Broadway SECTION B-B FINISHED GRADE CAMBELL FOUNDRY CO. FRAME & COVER PATTERN NO. 1012A OR La = 10' White Plains, NY 10601 APPROVED EQUAL (3) REQUIRED) TYP. PROPOSED BUILDING WALL, TYP. OVERFLOW RISER PIPE MAX PONDING d= 1.25' P: 914.428.0010 (NYOPLAST DRAIN SYSTEM) DEPTH 6" w= 13.75, BUILD AS 14.00' F: 914.428.0017 BUILDING ROOF DRAIN TO BE CATCH BASIN CURB TYPE (CB) TOP OF WALL (T.D.W.) COORDINATED WITH MIN BRICK COURSES AS ARCHITECT - PARCEL 1 1' SCALE: N.T.S. REQUIRED (TYP.) ARCHITECT/ MEP ENGINEER STONE SPLASH BLOCK 6" STEIN TROOST ARCHITECTURE, LLC 12" DEPTH INLET PIPE (SEE PLANS FOR DIMENSIONS) (SEE PLANS ONE MORGAN AVENUE 12" (TYP) FOR SIZE SCHEDULE 40 PVC CLEANOUT LOCATION STANDPIPE (3 REQ'D.) BIORETENTION SOIL, 18" TYP. NORWALK, CONNECTICUT 06851 6" AND INVERT) (NO - PERFORATIONS) (SEE SPECIFICATIONS) PAVEMENT (SEE DETAIL 3/DWG SP-4.1) OVER- FLOW STORMWATER PLANTER WALL MULCH LAYER LAND USE ATTORNEY 6'- 0" FLOOR ELEVATION (SEE PLAN) WEIR 2" DRAIN & GATE GSE WHITE IMPERVIOUS COMPACTED GRANULAR SUBBASE WET POOL 1'- 0" VALVE (BRONZE) HDPE LINER ZARIN & STEINMETZ (SEE DETAIL 4/DWG. SP-4.1) SEDIMENTATION CHAMBER (54 MIL THICKNESS) DRAINAGE COURSE, 81 MAIN STREET OR APPROVED EQUAL TOPSOIL OR REINFORCED TURF 12" DEPTH (SEE SPECIFICATIONS) WHITE PLAINS, NY 10601 2'- 9" PITCH AS SHOWN ON PLANS 3' 3' (SEE DETAIL 3/DWG /SP-4.1) 4' x 4' x 6' h WATER TIGHT 6" PVC PERFORATED PIPE (RUN THE LENGTH OF PLANTER) SURVEYOR PITCH AS SHOWN ON PLANS CONCRETE WALL SEE PLANS OUTLET PIPE WATERPROOF BUILDING DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD 11" FOUNDATION WALLS AS NEEDED PRECAST CONCRETE 6" CRUSHED STONE 65.5 FT. LONG TANK (DESIGN FOR H-20 BEDDING 11" GRAVEL/PIPE 18" SAND BED, CLEAN WITH GRACE PERMA BARRIER WATERPROOFING SYSTEM PLEASANTVILLE, NY 10570 UNDERDRAIN, 6" AAHSTO M-6/ASTM C-33 LOADING) (OR APPROVED EQUAL) GEOTEXTILE FABRIC ENCIRCLING PERFORATED PVC) STONE SURROUND MIRAFI 140 N 1" FILTER GRAVEL (34" STONES) EXTEND 12" DIA. HDPE OVERFLOW PIPE WETLAND CONSULTANT ABOVE GEOTECHNICAL FABRIC 6" DIAMETER PERFORATED SDR-35 PVC PIPE CENTERED IN 6" OF (AMOCO 2006 OR EQUAL) GEOTECHNICAL FABRIC TO ON SITE DRAINAGE SYSTEM TIM MILLER ASSOCIATES, INC. (AMOCO 2006 OR EQUAL) CRUSHED STONE; SLOPE TO DRAIN 10 NORTH STREET (AS PER PLAN OR DIRECTED BY 10 PAVEMENT THE TOWN ENGINEER) PAINTED AREA COLD SPRING, NY 10516 SECTION 9 12" x 12" - DRAINAGE MATERIAL RIPRAP OUTLET PROTECTION/ENERGY DISSIPATOR SCALE: N.T.S. NOTE: INSTALL WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE TOWN ENGINEER 3" AGED SHREDDED MULCH ELEV: 386.00 NORMAL PONDING UNDER DRAIN DEPTH 6" 3 SCALE: N.T.S. 1 PLANTING SOIL 6" ELEV: 382.50 10-25% CLAY PAVEMENT OR TOPSOIL, SEE PLANS ELEV: 382.25 30-55% SILT 3'-8" YD 35-60% SAND CASTING AND COVER SHALL BE EQUAL TO PATTERN 5.2 - 7.0 pH 4'-2" DI NO. 1204 AS MANUFACTURED BY CAMPBELL 1.5 - 4.0% ORGANIC MATTER 3'-0" YD FOUNDRY CO. HARRISON, N.J. 4" 3'-6" DI 30" TOP OF CASTING = FINISH GRADE 4'-0" MIN., SANITARY SEWER 2'-0" MIN., STORM DRAIN 4'-6" MIN., WATER MAIN 2 COURSES OF BRICK 6" 2' - 11" ELEV: 380.75 8" 8" 2'-0" YD 3'-0" YD 2'-6" DI 3'-6" DI VARIES AREA OF CIRCUMFERENTIAL 3'-0" DIA. FILTER FABRIC 12" STEEL 12" SQ. IN / LIN. FT. S.W.D. MIRAFI 160N (OR EQUAL) 6" ELEV: 379.75 PLASTIC COATED STEEL DRAINAGE COURSE PIPE COVER 6" 6" MINIMUM 6" STEPS CONFORMING TO 6" NYSDOT SECTION 725-02 EXISTING SUBGRADE TO BE 24" MIN. TO 12" PRECAST CONCRETE RISER PIPE O.D. PIPE PIPE O.D. BIORETENTION FILTER TO BE PLANTED SCARIFIED GROUNDWATER OR * SEE OUTLET CONTROL THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY SECTION AS NEEDED (12" MIN.) 0.D. (12" MIN.) WITH HERBACEOUS PLANTS. SEE SITE PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. BEDROCK STRUCTURE DETAIL 11 LANDSCAPE PLAN, FOR PLANT LIST 1-800-962-7962 OR 811 4" SUMP WITH GRAVEL PLAN HEAVY DUTY POCKET FRAME AND GRATE AS MANUFACTURED BY OUTLET PIPE SEE DTL. "A" CAMPBELL FOUNDRY CAT. NO. 2129B YD / 2816 DI SELF SEALING STORMWATER BIORETENTION FILTER 4 21" DI 4" YD (H-20 LOADING) 4'-0" DIA. MIN. 5" RUBBER GASKET SCALE: N.T.S. (TWO PROJECTIONS) DETAIL "A" ASTM C44360T 12" 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 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 STRUCTURAL FILL. 4" 4" UNDISTURBED SUBGRADE 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED STONE (BEDDING COURSE) 8" O.C. BOTH WAYS 6' DIA. MATERIAL LANDSCAPED AREAS (TYP.) MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL UNDISTURBED SUBGRADE 3. BACKFILL WITH 90PSI FLOWABLE CONCRETE IN TOWN R.O.W. (K-CRETE) DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS MATERIALS 4. K-CRETE BACKFILL SHALL BE USED IN ALL TRENCHING (SANITARY SEWER AND WATER MAIN) LOCATED WITHIN THE EXISTING 8" SHOWN BY THESE DRAWINGS. NOTE: NOTE: PAVEMENT. PRIOR TO THE PLACEMENT OF THE K-CRETE BACKFILL, THE PIPE SHALL BE SURROUNDED WITH A MINIMUM OF 12-INCHES 1. ALL STRUCTURES TO SUPPORT H20 LOADING OF NYSDOT ITEM 304.05 OR CLEAN SAND AS DIRECTED BY THE UTILITY OWNER. THE REMAINDER OF THE TRENCH (UP TO THE BOTTOM LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 1. ALL STRUCTURES TO SUPPORT H20 LOADING 6" SQ. SECTION 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 OF PAVEMENT SECTION) SHALL THEN CONSIST OF K-CRETE. DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION DRAWINGS FOR APPROVAL 3. CONTRACTOR TO SUBMIT FABRICATION SHOP 5. REFER ALSO TO DETAIL 5, DWG. SP-4.1 (SAW-CUT PAVEMENT KEY-IN) FOR TRENCHING WITHIN EXISTING PAVEMENT. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. DRAWINGS FOR APPROVAL 6. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. 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. Copyright DTS Provident Design Engineering, LLP 2026 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. All rights reserved. STORMWATER PRECAST MANHOLE OF PIPE, AND PIPE SHALL BE IN CENTER OF THE TRENCH. DRAIN INLET (DI) / YARD DRAIN (YD) NOT FOR CONSTRUCTION 9. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. SCALE: N.T.S. SCALE: N.T.S. 10. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR REVISIONS/ISSUANCES SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. NO. DATE ISSUE 11. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. 12. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. 13. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 1 02/11/25 PARCEL 1 REVISIONS NOTES: 304.14 OR ¾” 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. 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 DRAWINGS TO ENGINEER FOR TOWN OF PIPE, AND PIPE SHALL BE IN CENTER OF THE TRENCH. APPROVAL PRIOR TO FABRICATION. 15. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 3 10/23/25 PLANNING BOARD SUBMISSION 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A INSTALL PER MANUFACTURER PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. 4 11/20/25 PLANNING BOARD REVISION SPECIFICATIONS 16. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. 5 04/22/26 PLANNING BOARD REVISION A. ULTRA ECLIPSE ALUMINUM PRIVACY TRASH ENCLOSURE BY ULTRA ALUMINUM MANUFACTURING INC. TRENCH DETAIL (STORM / SEWER / WATER) 800-656-4420 (OR APPROVED EQUAL) SCALE: N.T.S. B. FENCE: 6' HIGH ULTRA ALUMINUM ECLIPSE PRIVACY FENCING WITH TEXTURED FINISH (OR APPROVED EQUAL) BERM ELEV: 386.00 C. COLOR: TEXTURED KHAKI (COLOR SAMPLES TO BE PROVIDED TO 12" x 12" DRAWING TITLE: ENGINEER FOR REVIEW AND GRATE ELEV: 383.50 APPROVAL BY OWNER AND TOWN EMERGENCY SPILLWAY ENGINEER PRIOR TO ORDERING) ELEV: 360.50 Ø10" CULVERT BASIN FLOOR ELEV: 382.50 INV. ELEV: 358.70 STEPS @ 12" O.C. SITE DETAILS PRECAST REINFORCED STRUCTURE (TYP.) CONTAINING 4,500 PSI CONCRETE 6" WALL THICKNESS 12" BEDDING COURSE 3' X 3' (COMPACTED CRUSHED STONE BASE) Seal Seal DRAWN BY: CHECKED BY: F NE BZ/RC/TK GMS/MG UNDISTURBED SUBGRADE MATERIALS T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S 6' T DRAWING NO. * * SP-6.2 ER L IC DRAIN INLET (DI) / YARD DRAIN (YD) INFILTRATION BIORETENTION OUTLET CONTROL STRUCTURES No 6 I NE ED . 0 7 12 2 E NG EN SCALE: N.T.S. SCALE: N.T.S. S PRO F E S S I O NA L EXPIRES 01/31/27 Page 54 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-6.3 SITE DETAILS PLT.DWG PIPE REMOVED WATER MAIN NOTES: FROM SERVICE WATER LINE a) ALL PIPE SUPPLIED IS UNITED PIPE AND FOUNDRY "TYTON JOINT" WITH PUSH ON ENCASE IN RUBBER GASKETS WITH TWO (2) BRONZE WEDGES PER JOINT, DOUBLE CEMENT BLOCK DIMENSIONS THRUST BLOCK LINED CLASS 54 DUCTILE IRON PIPE, WITH A PRESSURE RATING OF 350 PSI; C 3,500 PSI CONC. PIPE b) ALL FITTINGS SHALL BE FULL BODY, MECHANICAL JOINT WITH RETAINER GLANDS, CONC. CONC. 3,500 PSI CONC. 18" MIN. 2' MIN. DIA. BEND A (FT.) B (FT.) C (FT.) D.I.P. BEND (CF) (CY) BLOCK DIMENSIONS SEWER OR DOUBLE CEMENT LINED, DUCTILE IRON PIPE AS MANUFACTURED BY UNITED (IN.) NO CONC. SHALL BE 90 10.9 6.0 2.0 130.8 4.9 BRANCH DRAIN LINE STATES PIPE AND FOUNDRY COMPANY, MADE IN THE U.S.A. OR APPROVED POURED AGAINST JOINTS CONC. CONC. SIZE A (FT.) B (FT.) C (FT.) EQUAL. 'B' 45 7.9 4.5 2.0 71.1 2.7 (CF) (CY) EVERGREEN MANOR UNDISTURBED (IN.) c) THE PIPE AND FITTINGS SHALL BE CEMENT MORTAR LINED TO TWICE THE 'B'/2 16 22 21 6.0 3.0 2.0 36.0 1.3 TRENCH WALL 10' MIN. 10' MIN. 6 3.7 2.0 2.0 14.8 0.5 STANDARD THICKNESS IN ACCORDANCE WITH ANSI A21.4 (AWWA C104) EXCEPT C 11 41 3.6 2.5 2.0 18.0 0.7 DEFLECTION OF PIPE AS PER MANUFACTURER'S RECOMMENDATIONS AS NOTED. SECTION VIEW 8 5.0 2.5 2.0 25.0 0.9 90 45 9.4 5.8 4.0 3.5 2.0 2.0 75.2 40.6 2.8 1.5 10 6.3 3.0 2.0 37.8 1.4 OR AS REQUIRED BY THE WATER DEPARTMENT d) ALL CHANGES IN PIPE DIRECTIONS, REQUIRING FITTINGS BOTH VERTICAL AND HORIZONTAL, SHALL BE SECURED WITH RETAINER GLANDS AND THRUST Town of Cortlandt, New York 12 22 21 4.2 2.5 2.0 21.0 0.8 6.7 4.0 2.0 61.6 2.3 BLOCKED WITH CONCRETE AGAINST UNDISTURBED EARTH. 12 11 41 2.6 2.0 2.0 10.4 0.4 e) ALL BENDS, TEES AND SOLID SLEEVES SHALL BE MECHANICAL JOINT WITH 2.0 92.7 3.4 20' MIN. 90 6.7 4.0 2.0 53.6 2.0 16 10.3 4.5 RETAINER GLANDS, PRESSURE CLASS 350, DUCTILE IRON AS MANUFACTURED BY 2.0 29.0 1.1 UNITED STATES PIPE AND FOUNDRY COMPANY OR APPROVED EQUAL. SOLID 45 5.8 2.5 10 SLEEVES SHALL BE A MINIMUM 12" IN LENGTH. 22 21 3.7 2.0 2.0 14.8 0.5 8" MIN. PLAN VIEW f) ALL FITTINGS SHALL CONFORM TO THE FOLLOWING OR LATEST SPECIFICATIONS: 11 41 2.5 1.5 2.0 7.5 0.3 90 5.1 3.5 2.0 35.7 1.3 DUCTILE IRON FITTINGS: ANSI/AWWA C110/A21.10 18" MIN. 45 3.8 2.5 2.0 19.0 0.7 SANITARY SEWER OR ANSI/AWWA/C104/A21.04 2' MIN. 8 WATER LINE 22 21 3.3 1.5 2.0 9.9 0.4 A STORM DRAIN C (PRESSURE PIPE) FITTING JOINTS: ANSI/AWWA C111/A21.11 11 41 2.5 1.0 2.0 5.0 0.2 THRUST BLOCK AT CAP 10' MIN. 10' MIN. 90 4.1 2.5 2.0 20.5 0.8 'A' 2.8 2.0 2.0 11.2 0.4 g) GATE VALVES SHALL BE MUELLER IRON BODY, NON-RISING STEM CONVENTIONAL OWNER / APPLICANT B 45 PACKING, RESILIENT SEATED, MECHANICAL JOINT WITH RETAINER GLANDS, 6 NOTE: PLAN VIEW 22 21 2.8 1.0 2.0 5.6 0.2 BLOCK DIMENSIONS 1. FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT, THE FOLLOWING REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR PRESSURE CLASS 350, OPENING LEFT (CCW) AND OPERATION SHALL BE BY 2" V.S. CONSTRUCTION CORPORATION 11 41 1.4 1.0 2.0 2.8 0.1 PIPE CONC. CONC. STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT OF CROSSING. THE SANITARY SEWER SHALL BE CLASS 150 PRESSURE PIPE AND THE SQUARE WRENCH NUT. ALL GATE VALVES SHALL CONFORM TO THE LATEST 37 CROTON DAM ROAD DIA. BEND A (FT.) B (FT.) C (FT.) STORM DRAIN SHALL BE LOCK JOINT PRESSURE PIPE. WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY DEPARTMENT (CF) (CY) OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. SPECIFICATIONS OF ANSI/AWWA C509. OSSINING, NY 10562 SECTION VIEW (IN.) 90 12.0 313.7 11.5 2. WHERE THE WATER LINE PASSES BENEATH THE SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SHALL BE A MINIMUM OF 10' FROM THE h) ALL VALVE BOXES SHALL BE MADE IN THE USA AND SHALL CONFORM TO THE (BACK OF THRUST BLOCK) 8.3 6.3 POINT OF CROSSING. SEWER PIPE SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK-JOINT PRESSURE PIPE. LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES SHALL BE MANUFACTURED 45 12.0 7.5 5.0 225.0 8.3 3. REQUIREMENTS AS STATED IN TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS 16 BY TYLER UNION, MODEL 6855 SLIP TYPE, CAST IRON - 2 PIECES WITH AN 22 21 11.5 7.0 3.0 120.8 4.5 LESS THAN 10' AND VERTICAL SEPARATION IS LESS THAN 18". WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED IF NOT PREVIOUSLY APPROVED. EXTENSION HEIGHT BETWEEN 39"-60". LIDS SHALL BE MARKED "WATER". PLANNER, CIVIL ENGINEER, LANDSCAPE THRUST BLOCK AT HORIZONTAL BEND 11 41 9.0 4.5 3.0 60.8 2.3 i) RETAINER GLANDS ARE "MEGALUG" SERIES 1100 MECHANICAL JOINT RESTRAINT ARCHITECT 90 10.0 6.5 5.5 178.8 6.6 FOR DUCTILE IRON PIPE AS MANUFACTURED BY EBAA IRON, INC. THEY SHALL BE 12 45 22 21 9.5 9.0 6.5 5.0 4.3 3.0 132.8 67.5 4.9 2.5 CONSTRUCTED OF ASTM A536 DUCTILE IRON AND APPROVED FOR USE ON POTABLE WATER PIPE LINES SUBJECT TO HYDROSTATIC PRESSURE AND TESTED DTSIntelligent PROVIDENT  Land Use 11 41 8.0 4.5 3.0 54.0 2.0 IN ACCORDANCE WITH EITHER AWWA C600 OR ASTM D2774. 90 11.0 6.25 3.75 128.9 4.8 j) THRUST BLOCKS SHALL HAVE A COMPRESSIVE STRENGTH OF FC = 3,500 PSI DTS Provident Design Engineering, LLP CA #: 0017846 EYEBOLTS SET (MINIMUM) AT 28 DAYS AND SHALL BE FORMED AND POURED AGAINST One North Broadway BLOCK DIMENSIONS IN CONCRETE 45 10.0 5.0 3.75 93.8 3.5 10 UNDISTURBED EARTH. White Plains, NY 10601 BRANCH 22 21 8.0 4.5 3.0 54.0 2.0 CONC. CONC. ANCHOR RODS k) AFTER THE TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, POUR THRUST BLOCK SIZE A (FT.) B (FT.) C (FT.) HYDRANT SHALL BE (CF) (CY) EDGE OF TRENCH (SEE SCHEDULE BELOW) 11 41 8.0 4.5 3.0 54.0 2.0 P: 914.428.0010 AGAINST UNDISTURBED SOIL (IN.) "MUELLER" SUPER CENTURION 350 CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED F: 914.428.0017 9.5 4.0 NOTE: 6 3.7 2.0 2.0 14.8 0.5 90 4.5 85.5 3.2 1. PUMPER OUTLET SHALL FACE MODEL #A423HP, WITH SAFETY 2'-6" MAX. ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST 2000 FT (MAX.). 'A' BREAKAWAY FLANGE, 3-WAY, OPENING 45 9.5 4.0 3.3 62.7 2.3 STREET; HOSE OUTLETS SHALL BE 1'-6" MIN. l) AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF EDGE OF 18" MIN. 8 5.0 2.5 2.0 25.0 0.9 8 22 21 8.0 4.5 3.0 54.0 2.0 PARALLEL TO STREET. LEFT (CCW). THE PUMPER NOZZLE/MAIN COMPLIANCE SHALL BE FORWARDED TO THE OWNER/ENGINEER AND THE ARCHITECT - PARCEL 1 2. PLUMBNESS OF HYDRANT TO BE VALVE SHALL BE 5 41" , THE TWO HOSE TRENCH 10 6.3 3.0 2.0 37.8 1.4 11 41 8.0 4.5 3.0 54.0 2.0 MUNICIPALITY PRIOR TO ACCEPTANCE. STEIN TROOST ARCHITECTURE, LLC 2' MIN. CHECKED IN TWO DIRECTIONS, 90^ NOZZLES SHALL BE 2 21". m) ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE ONE MORGAN AVENUE C 4.5 APART. (HYDRANTS TO BE COORDINATED WITH B 12 6.7 4.0 2.0 61.6 2.3 90 8.0 3.3 54.0 2.0 3. RODDING SHALL CONSIST OF TWO 34" THE CORTLANDT FIRE DEPARTMENT CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF NORWALK, CONNECTICUT 06851 18"MIN. 45 8.0 4.5 3.3 54.0 2.0 16 10.3 4.5 2.0 92.7 3.4 A 6 THREADED RODS CAREFULLY PRIOR TO ORDERING AND INSTALLATION.) EDGE OF WATER WHICH THE CONTRACTOR PROPOSES TO USE IN TESTING LINES SHALL BE 22 21 8.0 4.5 3.0 54.0 2.0 COATED WITH BITUMASTIC PAINT. PAVEMENT OR CURB ACCEPTABLE TO THE DEPARTMENT OF TECHNICAL SERVICES. FINISHED GRADE MIN. 2 CY OF 11 41 8.0 4.5 3.0 54.0 2.0 RODDING MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE ONLY WHEN DIRECTED n) HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS LAND USE ATTORNEY CONC. THRUST WHERE A TAPPING VALVE OR DRAIN HOLES PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM BLOCK GRAVITY BLOCKS HYDRANT VALVE ANCHORING TEE IS TO BE PLUGGED SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT ZARIN & STEINMETZ 3,500 PSI CONC. NOTES: VERTICAL UP SPLIT COLLAR W/ 34" USED. IN AREAS OF HAS BEEN COMPLETELY BACKFILLED. 81 MAIN STREET 1. ALL THRUST BLOCKS SIZED IN ACCORDANCE WITH AWWA GRAVITY BLOCKS SHALL REQUIRE A MINIMUM OF 2 CY HIGH GROUND WATER. 6" VALVE AND PLAN VIEW DUCTILE IRON PIPE AND FITTINGS, AWWA MANUAL M41 THREADED RODS W/ CONCRETE PER INSTALLATION. 4. 1 21" STONE SHALL BE PLACED (SEE NOTE 5) VALVE BOX TO BE o) FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND WHITE PLAINS, NY 10601 D.I.P. TEE AROUND THE HYDRANT FROM THE SECOND EDITION - DUCTILE IRON PIPE RESEARCH WASHERS AND NUTS BOTTOM OF THE TRENCH, BUT AT MUELLER CAT. NO. 2380 MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE ANCHOR RODS AS ANCHOR BOLTS IMBEDDED REFER TO "GRAVITY BLOCK RESTRAINT INSTALLATION DETAIL". 2 LAYERS OF TARPAPER OR APPROVED EQUAL WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON THE ELEVATION OF THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. 2. CALCULATIONS APPLY A 1.5 SAFETY FACTOR. (SEE SCHEDULE BELOW) IN THE THRUST BLOCK (AS LEAST 6" BELOW THE BASE OF THE HYDRANT TO 6" ABOVE THE WASTE OVER 1 21" STONE THE LOWEST POINT IN THE SECTION BEING TESTED AND CORRECTED TO THE SURVEYOR PART OF THRUST BLOCK REFER TO "THRUST BLOCK NOTES" FOR INSTALLATION RODDING BETWEEN 3. CALCULATIONS BASED UPON MINIMUM PRESSURE CLASS OF PIPE WITH STANDARD CEMENT-MORTAR LINING. ITEM) REQUIREMENTS WHERE APPLICABLE. OPENING AND TO A DISTANCE OF 12" AROUND THE ELBOW. STONE, CONCRETE TEE AND VALVE ELEVATION OF THE GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR DANIEL T. MERRITTS, PLS AND BETWEEN TRAPPED AT HIGH POINTS IN THE SYSTEM THROUGH ADJACENT HYDRANTS OR 4. CALCULATIONS BASED UPON A SOIL BEARING PRESSURE EYEBOLTS SET ANCHOR SCHEDULE FOR GRAVITY BLOCKS 5. HYDRANTS WITH PLUGGED DRAINS OR CONCRETE BLOCK, MINIMUM 6" THICK VALVE AND HYDRANT 394 BEDFORD ROAD OF 1,000 LBS. PER SQUARE FOOT. THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY IN CONCRETE SHALL HAVE A 3" BLACK CIRCLE AND 12" SQUARE PLEASANTVILLE, NY 10570 C 5. CALCULATIONS BASED UPON A 130 PSI TEST PRESSURE, PIPE DIAMETER RODS MIN. EMBEDMENT LENGTH PAINTED DIRECTLY UNDER THE (SEE NOTE 3) THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN MAINTAINED MIN. 2 CY OF B MAXIMUM PUMPER OUTLET. THRUST BLOCK 2' MIN. CONC. THRUST 3 - #4 4,000 PSI CONCRETE SUCCESSFULLY FOR A PERIOD OF AT LEAST TWO HOURS, AND NO LEAKAGE HAS 6. DIMENSIONS ESTABLISHED BASED UPON TRUNCATED TRIANGULAR SHAPED THRUST BLOCK GEOMETRY BLOCK 16" 12" 3 - #4 24" 18" 6. HYDRANT DRAINS TO BE PLUGGED WHERE THE WATER TABLE IS WITHIN OR STONE ANCHORAGE BEEN OBSERVED, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE WETLAND CONSULTANT 2 - #5 12" AGAINST 7. ALL CONCRETE SHALL BE A MINIMUM 3,500 PSI OR 6" PASSED THE PRESSURE TEST. A EDGE OF TRENCH 12" 7' OF FINISHED GRADE. WHEN THE UNDISTURBED EARTH TIM MILLER ASSOCIATES, INC. 'B' GREATER AT 28 DAYS 8" 2 - #5 DRAINS ARE PLUGGED, THE BARRELS p) IF LEAKAGE IN SYSTEM IS OBSERVED, THE CONTRACTOR SHALL, AT NO ADDED 'B'/2 8. ALL THRUST BLOCKS SHALL BE POURED AGAINST NOTE: MUST BE PUMPED DRY AFTER USE LIMITS OF COST TO THE OWNER, LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND 10 NORTH STREET UNDISTURBED SOILS 9. NO CONCRETE SHALL BE POURED AGAINST PIPE JOINTS 1. ALL EMBEDDED RODS SHOULD HAVE STANDARD ACI DURING FREEZING WEATHER. WHERE 1 21 " STONE RE-TEST PIPING SYSTEM. COLD SPRING, NY 10516 HOOKS. HYDRANT DRAINS ARE NOT FOR DRAINAGE. SECTION VIEW 10. THRUST BLOCK SHOWN ARE MINIMUM SIZES 2. IN SOME CASES, IT WILL BE NECESSARY TO INCREASE PLUGGED, A GRAVEL POCKET OR (SEE NOTE 4) q) THE WATER LINE MAY BE FLEXED WITHIN PIPE SPECIFICATIONS OR LAID DEEPER 11. THRUST BLOCK FOR 90 DEGREE BENDS SHALL ONLY BE THE MINIMUM DIMENSIONS SHOWN TO ATTAIN THE DRY WELL SHALL BE PROVIDED IN AREAS WHERE A CROSSING WITH A SANITARY LINE OCCURS, TO ACHIEVE THE PERMITTED ON FJ TO FJ CONNECTIONS. MINIMUM CONCRETE VOLUMES. UNLESS THE NATURAL SOILS WILL VERTICAL DOWN REQUIRED 1.5' VERTICAL SEPARATION DISTANCE. IF THIS DISTANCE CANNOT BE NOTE: THRUST BLOCK AT TEE 12. ALL WORK TO CONFORM TO WESTCHESTER JOINT WATER PROVIDE ADEQUATE DRAINAGE. NO CONC. SHALL WORKS AND TOWN OF HARRISON STANDARDS AND HYDRANT DRAINS SHALL NOT BE REASONABLY ACHIEVED, THE CONTRACTOR SHALL USE PRESSURE RATED THRUST BLOCK AT HORIZONTAL BEND 6" LATERAL BE POURED SPECIFICATIONS. CONNECTED TO OR LOCATED WITHIN SANITARY SEWER PIPE OF EQUAL OR GREATER RATING THAT THE PRESSURE AGAINST JOINTS 10' OF SANITARY SEWERS OR STORM CLASS FOR THE WATER LINE. DRAINS. r) MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPE SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER LINE AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECT FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER PIPE ON THE WATER MAIN. TOP OF CASTING FINISH HEAVY DUTY CASTINGS AND COVERS MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND GRADE; SEE PLANS FOR MANUFACTURED BY CAMPBELL FOUNDRY CO. SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET ELEVATION PATTERN NO. 1041B WITH LETTERING "SEWER" OR MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. APPROVED EQUAL 2 COURSES OF BRICK UNDISTURBED s) ALL WATER MAINS SHALL HAVE A MINIMUM OF FOUR FEET OF COVER FROM THE 2-11" 12" SIDES OF 12" TOP OF THE MAIN TO FINISHED GRADE. THE CONTRACTOR SHALL CHECK ALL 3" CLEAR FROM UNDERSIDE 12" LABEL TRENCH OF COVER TO TOP OF CAP. FINISHED GRADE STAKES BEFORE TRENCHING TO ENSURE THAT ALL INSTALLED 8" 3' - 0" WATERMAINS WILL HAVE THE REQUIRED COVER. 8" 12" CLEAN-OUT FRAME AND COVERS SHALL BE PIPE t) THE SUPPLIER OF WATER MUST RECEIVE AT LEAST 48-HOUR ADVANCE AREA OF CIRCUMFERENTIAL FINISHED GRADE STEEL 12" SQ. IN / LIN. FT. PATTERN NO. 4153 OR AN APPROVED EQUAL NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE (PAVEMENT AREAS) AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY. 6" PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR PLASTIC COATED STEEL (See notes Below). PIPE 1' STEPS CONFORMING TO REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT, OR LAND FINISHED GRADE SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE NYSDOT SECTION 725-02 THREADED CAP (NON-PAVEMENT AREAS) EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, 12" SELF SEALING BUTYL RUBBER GASKET TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE TYP. (TWO PROJECTIONS) WITH THE APPROVAL PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ASTM C44360T CONCRETE ANCHOR AMENDMENTS. A NYSDOH CERTIFIED LABORATORY WILL COLLECT SAMPLES FOR 1-800-962-7962 OR 811 PRECAST CONCRETE RISER DETAIL "A" SECTION AS NEEDED MIN. 3,000 PSI. FREE CHLORINE RESIDUAL, TOTAL AND FECAL COLIFORM AND 24-HOUR (HEIGHT VARIES) 4"-6" MIN. 3/4" WASHED SEE DTL. "A" GRAVEL OR CRUSHED STONE BACTERIAL PLATE COUNT. THE CERTIFICATE OF COMPLIANCE SHALL BE USE FLEXIBLE BASE UNDER CLEAN-OUT PVC OR DIP PROVIDED TO THE WATER MAINTENANCE SUPERVISOR AS A CONDITION OF RUBBER BOOT, TYP. NOTE: FRAME AND COVER. APPROVAL FOR OPERATION. 4'-0" DIA. MIN. NOTES: (ALL PIPE 1. ALL STRUCTURES AND CASTINGS TO SUPPORT H20 LOADING u) THE CONTRACTOR SHALL COORDINATE THE TESTING WITH THE WATER CONNECTIONS, (5'-0" DIA ≥ 10' DEEP) 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS 1. PIPE ANCHORS SHALL BE INSTALLED AS FOLLOWS: 5" DEPARTMENT SO AS TO MAINTAIN THE AMOUNT OF SERVICE INTERRUPTION TO IN AND OUT) FOR APPROVAL. 3. CONCRETE SHALL BE A MINIMUM OF 4,500 PSI. GRADE 20% TO 35% - 36ft C TO C MAX. EXISTING USERS TO THE LEAST EXTENT PRACTICABLE. WATER MAIN 4. APPLY 2-2 MILS OF BITUMINOUS MATERIAL "INERTOL No. GRADE 35% TO 50% - 24FT C TO C MAX. INSTALLATION AND TESTING SHALL BE PERFORMED UNDER THE SUPERVISION OF PIPE SLOPE 1" PER 1' PVC OR DIP 49 KOPPERS SUPER SERVICE", BLACK OR APPROVED 45° BEND GRADE OVER 50% - 16FT C TO C MAX. THE PROJECT ENGINEER OR HIS DESIGNEE. 18" TO 48" EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURER'S v) THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED SPECIFICATIONS. 2. ALL PIPES WITH A GRADE OF 20% OR GREATER SHALL HAVE AT LEAST ONE (1) PIPE ANCHOR BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 7" DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 3" INSTALLED ON THE JOINT NEAREST THE MIDDLE OF A VERY SHORT LINE. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND INVERT SHELF CAST IN 12" COMPACTED CRUSHED STONE CAPPED END DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER PLACE 2" ABOVE TOP OF BEDDING COURSE PVC OR DIP SEE PLAN 3. IF A PIPE ANCHOR IS SET AT THE BELL END OF A PIPE, THE CONCRETE SHALL BE PLACED IN CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. PIPE, TYP. WYE BRANCH FOR INVERT UNDISTURBED SUBGRADE SUCH A MANNER AS TO ASSURE EXPOSURE OF THE JOINT. GENERALLY PREVAILING IN THE SYSTEM. THE PROJECT ENGINEER OR HIS WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DESIGNEE, AND TOWN OF CORTLANDT SHALL ALSO WITNESS DISINFECTION AND MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 8" 3 MATERIAL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 8" STL. REINF. RODS; 8" O.C. BOTH WAYS PVC OR DIP FLUSHING. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS FLOW PVC OR DIP SHOWN BY THESE DRAWINGS. SEWER SERVICE LINE w) THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. x) FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW PRECAST CONCRETE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS BASE RISER SECTION 7'-0" DIA. 1'-0" y) THE WATER LINE SHALL BE INSTALLED AT A CONTINUOUS GRADE WITH NO DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. ABRUPT HIGH POINTS OR LOW POINTS. z) FINAL WATER DISTRIBUTION SYSTEM IS SUBJECT TO REVIEW, REVISION AND APPROVAL BY THE DEPARTMENT OF TECHNICAL SERVICES. Copyright DTS Provident Design Engineering, LLP 2026 aa) THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED All rights reserved. BY THE TOWN OF CORTLANDT. NOT FOR CONSTRUCTION bb) ALL WATER SERVICE CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE DEPARTMENT OF TECHNICAL SERVICES PRIOR TO BACKFILLING. BEDDING, PIPE REVISIONS/ISSUANCES ZONE, AND TRENCH BACKFILL MATERIAL SHALL BE COMPOSED OF CRUSHED NO. DATE ISSUE STONE OR LIGHT GRAVEL HAVING A GRADATION LIMIT OF 3/4" MINUS. AN ACCEPTABLE MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: 1 02/11/25 PARCEL 1 REVISIONS SANITARY SEWER NOTES 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND SIEVE DESIGNATION % PASSING EXISTING OR PROPOSED SANITARY SEWER GENERAL CONSTRUCTION NOTES ¾" 100% 3 10/23/25 PLANNING BOARD SUBMISSION FINISHED GRADE a) ALL SANITARY INFRASTRUCTURE INSTALLED SHALL BE CLASS 52 DUCTILE IRON PIPE No. 40 0-70% 5 41 " SHAFT WATER NOTES: WITH WATERTIGHT RUBBER GASKET JOINTS RESTRAINED WITH EBBA MEGALUGS OR No. 200 0-10% EQUIVALENT IF BURY DEPTH IS PROPOSED TO BE GREATER THAN 6-FT. 4 11/20/25 PLANNING BOARD REVISION 1. ALL WATER MAINS TO BE CEMENT LINED CL-54 DUCTILE IRON PIPE. DOMESTIC MATERIAL ONLY, NO IMPORTS. b) PRIOR TO THE BACKFILLING OF ANY SANITARY SEWER LINE AND MANHOLES, cc) THE SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BURIED PIPING 2. PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 5 04/22/26 PLANNING BOARD REVISION DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. TO THE LOCATION OF THE PROPOSED BUILDING CONNECTION POINT (I.E. INSIDE c) THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH THE BUILDING). THIS INCLUDES THE TESTING AND CERTIFICATION OF ALL WATER ADJUSTABLE CAST IRON VALVE BOX SHALL CONFORM TO AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A THE LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES SERVICE WORK FROM THE TOWN WATER CONNECTION POINT TO THE PROPOSED 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN SHALL BE MANUFACTURED BY: TYLER UNION, MODEL 6855 ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A BUILDING'S INTERIOR CONNECTION POINT. FOR THE AREA. SLIP TYPE, CAST IRON - 2 PIECES WITH AN EXTENSION 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA dd) INDICATOR TAPE SHALL BE PLACED AT 12 INCHES BELOW FINISHED GRADE HEIGHT BETWEEN 39”-60”. LIDS SHALL BE MARKED “WATER”. DIRECTLY ABOVE ALL WATERLINES. BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO ee) ALL COPPER WATER SERVICE PIPING INSTALLATION, BACKFILL AND TESTING PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. SHALL BE REVIEWED, AND APPROVED BY THE DEPARTMENT OF TECHNICAL 48" MIN. MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE SERVICES. BEDDING, PIPE ZONE, AND BACKFILL MATERIAL MUST BE SAND ONLY. BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES d) 10 STATE STANDARDS AND NYS DOH SANITARY CODE SHALL BE FOLLOWED. AND CATCH BASINS. ff) PRIOR TO THE BACKFILLING OF ANY WATER LINES AND COMPONENTS, 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. DRAWING TITLE: OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE SUPPORT BOX WITH MINIMUM OF FOR CORROSION PROTECTION, THREE (3) COURSES OF BRICK 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. NOTE: SITE DETAILS SEWER NOTES: ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING COMPACTED BACKFILL TO MATERIALS ONLY. NO IMPORTS. SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND TUBING 8 NATURAL GROUND 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. CONCRETE BEARING PAD TO BE 4. THE MINIMUM SEWER INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE USED WITH PVC PIPE BRICKS TO FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED Seal Seal DRAWN BY: CHECKED BY: BEAR ON PAD F NE BZ/RC/TK GMS/MG NOTE: SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE T E O . W YO EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN A R J GREG PROJECT NO. DATE: 1. VALVE BOXES SHALL BE MADE IN THE U.S.A. (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND E O RK RY PE T 812 01/23/25 S 2. SIMILAR INSTALLATION FOR CURB BOX OR NOTE: T SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. SERVICE LINE VALVE SIZE + 12" 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF ALL SANITARY SEWER MAINS TO BE INSTALLED WITH A POLYETHYLENE NOTE: DRAWING NO. NO RECYCLED MATERIAL SHALL BE USED AS PIPE BEDDING * * TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE HOURS IN ADVANCE OF ANY TEST. OR BACKFILL OF ANY PUPLIC INFRASTRUCTURE WRAPPING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND SP-6.3 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING. TUBING 8 MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC ER L IC No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 55 Page 56 Page 57 Page 58 Page 59 Page 60 Page 61 Page 62 Page 63 w o 2-3-71 3 3. 1 ryl ormer 5' Gat rF 0° 1 W PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-7.1 EROSION & SEDIMENT CONTROL PLAN.DWG WV all o e WV W Stone S3 D lfe ly ri t D TOWN OF CORTLANDT STEEP SLOPE NOTES (FROM CORTLANDT TOWN CODE SECTION 259-6H): Tan pane Pro Wa crete Con Residence rive k (1) THE PLANNING, DESIGN AND DEVELOPMENT OF BUILDINGS SHALL PROVIDE THE MAXIMUM IN STRUCTURAL SAFETY, lk 394.01 Frame 2 Story SLOPE STABILITY AND HUMAN ENJOYMENT WHILE ADAPTING THE AFFECTED SITE TO, AND TAKING ADVANTAGE OF, S 394.00 THE BEST USE OF THE NATURAL TERRAIN AND AESTHETIC CHARACTER. Con Driv rete (2) THE TERRACING OF BUILDING SITES, INCLUDING THE MOUNDING OF SEPTIC TILE FIELDS, SHALL BE KEPT TO AN c e ABSOLUTE MINIMUM. (3) ROADS AND DRIVEWAYS SHALL FOLLOW THE NATURAL TOPOGRAPHY TO THE GREATEST EXTENT POSSIBLE IN EVERGREEN MANOR Tan pane Pro Chim 100' NONDISTURBANCE AREA Steplk & Bric Wa crete ORDER TO MINIMIZE THE POTENTIAL FOR EROSION AND SHALL BE CONSISTENT WITH ALL OTHER APPLICABLE Con S k ORDINANCES AND REGULATIONS OF THE TOWN OF CORTLANDT AND CURRENT ENGINEERING PRACTICES. Town of Cortlandt, New York k s MATERIAL STOCKPILE J ow ne y o (4) REPLANTING SHALL CONSIST OF INDIGENOUS VEGETATION AND SHALL REPLICATE THE ORIGINAL VEGETATION ON AREA 1 h N 3.12-3- THE SITE AS MUCH AS POSSIBLE. 390 n & or For 3 3 (5) THE NATURAL ELEVATIONS AND VEGETATIVE COVER OF RIDGELINES SHALL BE DISTURBED ONLY IF THE CREST OF 402.14 ' .41 G A RIDGE AND THE TREE LINE AT THE RIDGE REMAIN UNINTERRUPTED. THIS MAY BE ACCOMPLISHED EITHER BY loriamerly 312 She e POSITIONING BUILDINGS AND AREAS OF DISTURBANCE BELOW A RIDGELINE OR BY POSITIONING BUILDINGS AND Fram Asphalt D AREAS OF DISTURBANCE AT A RIDGELINE SO THAT THE ELEVATION OF THE ROOFLINE OF THE BUILDING IS NO ds GREATER THAN THE ELEVATION OF THE NATURAL TREE LINE. HOWEVER, UNDER NO CIRCUMSTANCES SHALL MORE Ove f 7 MAT Roo G THAN 100 FEET ALONG THE RIDGELINE, TO A WIDTH OF 100 FEET GENERALLY CENTERED ON THE RIDGELINE, BE CH LINE Ston iunt DISTURBED. (SEE rh DWG MONUMENT . SP ang 10'-0" MIN. PROPOSED rive eM (6) ANY REGRADING SHALL BLEND IN WITH THE NATURAL CONTOURS AND UNDULATIONS OF THE LAND. -7.2 a H ) SEPARATION, Y D W PROPOSED 20 FT. WIDE 386 OWNER / APPLICANT WV V TYP. as WV (7) CUTS AND FILLS SHALL BE ROUNDED OFF TO ELIMINATE SHARP ANGLES AT THE TOP, BOTTOM AND SIDES OF Flag ??? DRAINAGE EASEMENT WV 38 WV onry REGRADED SLOPES. VISIBLE CONSTRUCTION CUTS AND PERMANENT SCARRING SHOULD BE MINIMIZED. 4 V.S. CONSTRUCTION CORPORATION V PROPERTY LINE, (TYP.) W Λ Λ W UPo Λ Fram Λ 1 St Λ DUMPSTER V 37 CROTON DAM ROAD s Λ Λ Λ RW-BEND tone (8) THE ANGLE OF CUT AND FILL SLOPES SHALL NOT EXCEED A SLOPE OF ONE VERTICAL TO TWO HORIZONTAL EXCEPT 384.30 TW 380.7 W TW 382.5 OSSINING, NY 10562 CYP Λ S WHERE RETAINING WALLS, STRUCTURAL STABILIZATION OR OTHER METHODS ACCEPTABLE TO THE DIRECTOR OF SILT FENCE, (TYP.) 384 le ory BW 366.0 402 +44002.0Tw w all RW-BEND e BW 368.5 400 S 0.0B TECHNICAL SERVICES ARE USED. R ES Λ s PROPERTY LINE, PROJECT OFFICE TRAILER TW 382.5 LAN S Λ TYP. BW 370.0 Bric MO OPOSE 2 Story Brick (9) TOPS AND BOTTOMS OF CUT AND FILL SLOPES SHALL BE SET BACK FROM STRUCTURES A DISTANCE THAT WILL CONCRETE TRUCK PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ PR Λ Λ Λ E Λ ENSURE THE SAFETY OF THE STRUCTURE IN THE EVENT OF THE COLLAPSE OF THE CUT OR FILL SLOPES. 382 N Λ WASHOUT PIT Λ Λ Asp Λ Λ Λ k ARCHITECT Λ Λ Λ U Λ 8 Λ Λ Λ Λ 402 +34900.0Tw Λ GENERALLY, SUCH DISTANCE SHALL BE CONSIDERED TO BE SIX FEET PLUS 1/2 THE HEIGHT OF THE CUT OR FILL. 36 w h Λ MEND d Porc Wa Λ Λ Λ Λ 2.5B Λ Λ Λ Woo DTSIntelligent PROVIDENT Λ Λ NEVERTHELESS, A STRUCTURE BUILT ON A SLOPE OR AT THE TOE OF A SLOPE IS PERMITTED IF IT IS PROPERLY Λ STABILIZED Λ haltDrive Λ Λ Λ Λ +394 RIP RAP STONE FILTER STRIP Λ Valv 38 402 Λ 400 Λ Λ 385..0w Λ Λ 0 ll T Λ DESIGNED TO RETAIN THE SLOPE AND WITHSTAND THE FORCES EXERTED ON IT BY THE RETAINED SLOPE. CONSTRUCTION  Λ Λ 0Bw Λ Λ Λ BEGIN GRASS SWALE Λ Land Use Λ 404 02 Λ Λ ENTRANCE, TYP.) Λ Rema Λ Λ 400 e Λ Λ EL. 409.5 4 Λ Buildin (10) DISTURBANCE OF ROCK OUTCROPS SHALL BE BY MEANS OF EXPLOSIVE ONLY IF LABOR AND MACHINES ARE NOT Λ Λ Λ 384.67 TC 221 Stor Λ Λ Λ 2.0% TW 380.5 Bric Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ EFFECTIVE AND ONLY IF ROCK BLASTING IS CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND Λ Λ 383.97 BC Λ Λ Λ Λ Λ BW 376.0 Λ One North Broadway Ston REGULATIONS OF THE TOWN OF CORTLANDT, COUNTY OF WESTCHESTER, AND THE STATE OF NEW YORK. Λ Λ Λ +33892.0Tw Λ Λ Λ w ins Λ k Λ Λ Λ White Plains, NY 10601 5.0B Λ 396 Λ Λ g Λ Λ Λ y Λ 382 Λ +394 Λ Λ (11) DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN IN WORKABLE UNITS IN WHICH THE DISTURBANCE CAN Λ e Λ Step crete 386..0w 0 P: 914.428.0010 Λ 0 Λ 1+5 Λ Con Λ PROTECTED SOIL Λ 0Bw 384 38 BE COMPLETED AND STABILIZED IN ONE CONSTRUCTION SEASON SO THAT AREAS ARE NOT LEFT BARE AND Λ Λ W Λ F: 914.428.0017 Λ Λ 4.9% Λ SILT FENCE, STOCKPILE AREA 1+0 Λ EXPOSED DURING THE WINTER AND SPRING THAW PERIODS (DECEMBER 15 THROUGH APRIL 15). 38 Λ all 0 Λ 3755..5Tw+ Λ 8 Λ Λ 385.64 TC s 37 Λ (TYP.) 8.4% 0Bw 0 ARCHITECT - PARCEL 1 Λ Λ 385.14 BC 37 Λ Λ (12) DISTURBANCE OF EXISTING VEGETATIVE GROUND COVER SHALL NOT TAKE PLACE MORE THAN 15 DAYS PRIOR TO 0 0+70 2.0% +0 Λ Λ 2 STEIN TROOST ARCHITECTURE, LLC St Now 2-3-4 0+5 TRE C 37 GRADING AND CONSTRUCTION. Λ 385.64 TC HP BEEN Λ Λ 0 4 e +394 + 24 ONE MORGAN AVENUE 6 Λ 385.14 BC Con ains o Λ 37 E INLET38PROTECTION, . 6.00Bw . Rem p 385 Λ Pitc Λ Λ WV N E NORWALK, CONNECTICUT 06851 0 N) (13) TEMPORARY SOIL STABILIZATION, INCLUDING, IF APPROPRIATE, TEMPORARY STABILIZATION MEASURES SUCH AS E Λ w Λ Λ Λ (TYP.) C hen or Form 0 .0 SI Λ Λ S 36 Br 59 BA +3 h U/G SAND 1.0% 2+50 Λ NETTING OR MULCHING TO SECURE SOIL DURING THE GROW-IN PERIOD, MUST BE APPLIED TO AN AREA OF ORANGE CONSTRUCTION FENCE H S WV 385.0 TC Λ Λ EET A 404 cre 85 372 Λ D 0+ .3 F i Λ M W HM FILTER Λ EV O .0 00 c DISTURBANCE WITHIN TWO DAYS OF ESTABLISHING THE FINAL GRADE, AND PERMANENT STABILIZATION MUST BE ALONG LIMIT OF DISTURBANCE, 384.5 BC LAND USE ATTORNEY FILE Λ V 33.1 T Λ Λ ELTOM T w k w SYSTEM E AR .0T Λ APPLIED WITHIN 15 DAYS OF ESTABLISHING THE FINAL GRADE. t (TYP.) & 9 Λ Λ 5 Λ LP e 35 L Wa E +38 Asphalt Dri T Λ (8'x20') 9 Λ O + .0 SILT FENCE, 35 1 1 ZARIN & STEINMETZ (B L= = UP o 36 Λ K Pati 385.26 TC 36 D Daw erly D 385 Λ PROPOSED 6" DIP f Λ (TYP.)370 S (14) SOIL STABILIZATION MUST BE APPLIED WITHIN TWO DAYS OF DISTURBANCE IF THE FINAL GRADE IS NOT EXPECTED R Λ ll 40 0 81 MAIN STREET Λ I 385.63 384.76 BC ST 1 6 5% w N WATERMAIN 00 MA 3 K TO BE ESTABLISHED WITHIN 60 DAYS. + Λ le 5.0T 3+ Λ o Λ Wir 4 WHITE PLAINS, NY 10601 0 Λ 374 386 IN .0 Λ +37 n Λ 0 6 TW 370.0 TW 373.0 Λ 384.50 BC P Λ 0 e (15) MEASURES FOR THE CONTROL OF EROSION AND SEDIMENTATION SHALL BE UNDERTAKEN CONSISTENT WITH THE SEDIMENT TRAP 38 0.'00 Λ Boc BW 36 366.0 BW 366.0 SURVEYOR Λ 385.90 F .0Tw # Λ WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT'S BEST MANAGEMENT PRACTICES MANUAL Λ 385.66 TC N.Y. ve + Λ 385.43+ Λ enc APPROXIMATE LIMIT 386.5 TC 3+50 8 7 FOR EROSION AND SEDIMENT CONTROL AND NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT .5% 385.16 BC Λ 5 H1 Λ Λ Λ ' OF DISTURBANCE, DANIEL T. MERRITTS, PLS 427 +38 Λ 386.0 BC PITC ek CONTROL, AS AMENDED, OR THEIR EQUIVALENTS SATISFACTORY TO THE APPROVAL AUTHORITY. AX. .35+ B e Λ Λ (TYP.) M 38S6H CUR DEWATERING 394 BEDFORD ROAD S Λ RB Λ 385.70 CU Λ 386.15PIT TC CONNECT . D.O 370 + FLUSHST 2 38 Λ FLU 386 PLEASANTVILLE, NY 10570 Λ (16) ALL PROPOSED DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN WITH CONSIDERATION OF THE SOILS Λ D TO EXIST 8" DIP Λ 386.65 BC Λ 5 Ston Λ M LIMITATIONS CHARACTERISTICS CONTAINED IN THE IDENTIFICATION LEGEND, WESTCHESTER COUNTY SOILS WATERMAIN STUB Λ 406 Λ Λ Λ Λ SURVEY, 1989, AS PREPARED BY THE WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT, IN P A 386 WETLAND CONSULTANT % Λ eW . TERMS OF RECOGNITION OF LIMITATION OF SOILS ON STEEP SLOPES FOR DEVELOPMENT AND APPLICATION OF -4 T P 83 FEE PAION M Λ Λ Λ TW 367.0 2.5 Λ WP . S 6.5 TIM MILLER ASSOCIATES, INC. Λ ALL MITIGATING MEASURES AND AS DEEMED NECESSARY BY THE APPROVAL AUTHORITY. BW 366.0 +38 w +52 AC all Λ 5 Λ Λ SILT FENCE, 86.3 385.90 + 374 10 NORTH STREET 396 w Λ 396 .5Bw 6.5B 3 +3 (TYP.) , Λ .0T (17) TOPSOIL SHALL BE STRIPPED FROM ALL AREAS OF DISTURBANCE, STOCKPILED AND STABILIZED IN A MANNER TO Λ Λ COLD SPRING, NY 10516 +38 Tw Q P 38 Λ 0 MINIMIZE EROSION AND SEDIMENTATION AND REPLACED ELSEWHERE ON THE SITE AT THE TIME OF FINAL 406 Λ ARC RCEL AP 4+0 .5 6 Λ UISIT Λ GRADING. STOCKPILING SHALL NOT BE PERMITTED ON SLOPES OF GREATER THAN 10%. S Λ + PROPERTY LINE 2' DEEP GRASS SWALE Λ P "W Λ Λ Λ (TYP.) @ 1.5% SLOPE Pitch Λ (18) NO ORGANIC MATERIAL OR ROCK WITH A SIZE THAT WILL NOT ALLOW APPROPRIATE COMPACTION OR COVER BY ' 40 E Λ Λ ) Λ L P-3 86.0 TOPSOIL SHALL BE USED AS FILL MATERIAL. FILL MATERIAL SHALL BE NO LESS GRANULAR THAN THE SOIL UPON R=47.00' Λ W Λ ° 52 S 77 6' S 110 WHICH IT IS PLACED AND SHALL DRAIN READILY. itch Λ L=51.51' 97'x Λ E Λ FLUSH CURB, TYP. D L. 3 P Λ LAN Λ Pitc S 29 38 .0 Λ Λ 386 360 Λ E 386.02 TC h Jose w or Fo3-1 OM 0 (19) COMPACTION OF FILL MATERIALS IN FILL AREAS SHALL BE SUCH TO ENSURE SUPPORT OF PROPOSED 7 Λ + Λ "E OTT 3+0 IRE Λ D 3 385.52 BC No 33.12- Tw 2' 4 ° 37 Λ HP Λ STRUCTURES AND STABILIZATION FOR INTENDED USES. Λ FFL. 386.5 (UPPER LEVEL) 85.0 Λ CF Ca & Eliza erly °4 Λ 387+ +3 386 387 .5 TC 387 0 100' NONDISTURBANCE AREA 8 UPo FFL. 374.5 (LOWER LEVEL) w Λ N7 Λ 38 .26 4.0B 4 +5 Λ Pitch .0 B ph Λ Λ +37 A (B LE W 7 l 373.0Tw h a Λ ' 03 7' a Λ SWA le c Λ te 64 t ARE b i D r 6.5 P Λ P rese beth Λ Λ Pitch + 4+83 ON UPo "W .7 +386.0 Λ +(35 3.7) Λ Λ rm PPRR UMU M SW MOO 358 NTI TC MA 7' le +38 Λ 3.6 Co Λ % P-5 P 84 Λ ETE 5 E R-1 O h 2 OPP OM Pitc 0 1.0 N LAN Λ TEMPORARY PROPOSED SWALE WITH urs AC N.Y 408 Ston +366 Λ 1 N Λ IO R +00 NTE Λ h 4.0 PO 00' B e STONE CHECK DAMS OVER +37 Pitc SWP R ME O FIRE HYDRANT, Λ FIRE OE .0Bw Λ S Λ S B FILTER FABRIC PLA 0 NUETN Q PSD TYP eW 5+0 (35 CONCRETE TRUCK 35' OS T Λ -6 N 2.7 EMENT , ) TC FE ION M .T. Λ UISIT.S. D.O D P 354 SW WASHOUT PIT PROPOSED + D 1 +37 ED P U Λ 0+5 all 8' x 370 UPo 4" DIP (DOM.) Λ E Λ A 0 3.0T FFER 45' Λ 0+60 D R-2 Λ Ed RC CEL P 100. S 364 Λ 7'x1 NTE le Λ w ge 360 PROPOSED SILT FENCE, S Λ AR AP 00' PLA of +39 Tw 3 .5Bw Λ A 6" DIP (FIRE) +38 0 w w ' SW (TYP.) sph Λ Λ 386.4 TC P E Λ .0 .75 'x5 2+097.5T 7.0B 352 alt 2 Λ .5+ +37 L SIN 408 385.9 BC 386.0+ 21 ON 7 Ed ATI NT BA Λ Λ 6 ge Λ NAN +38 111 D 4.0 Tw of N Λ PROPOSED 6" DIP FIRE SERVICE OU ME DEWATERING PIT Asp G F Y SEDI Λ Λ 4.0 .0Bw 386 Asp C Λ ha 4" DIP DOMESTIC SERVICE N R=34.00' SEDIMENT TRAP Tw I Swa alt D LAN Y Λ LD lt +37 R 0 BUI PORA UPo Λ Λ 9.0 386 5+5 L=49.52' +364 (SIZE TO BE CONFIRMED BY MEP) RELOCATE IN Λ 8"C .5+ M INVV.B=3 Λ h TE +36 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 2.0% IP FIRE HYDRANT Λ le le E Λ .A 4 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ RIM =3487.93 Met ater Asphalt D 6.4 1-800-962-7962 OR 811 386.67 TC Λ Pitc Λ Λ Λ DR =35 .15 h Λ Ed W +38 386.17 BC ge S 5.75 AIN 2.1 er P Λ RBH Λ Λ Λ of INL 1 S Λ Λ 368Tw Asp 6.4 CULU Λ Λ ET it +38 h Λ Λ Λ alt WV F 7.0 Λ +38 Λ Λ 386.7 TC +36 Pitch Λ Λ 00 Λ 6.5 Λ Λ 386.2 BC R-7 rive INV +38 1+ D Λ TE INV .C=3 Λ 386 LAN 358 Λ Λ 386 .6 TC INV .B=3 45.58 P Λ ' SW 00 Λ Λ 4 + . .1 B RIMA=3475.33 INV 105 0 Λ .5 Λ 37 2 360 6+ C . 6' x V.AB=346 36 IN 385.63 TC Λ = . 386 35 MA 353 8 EXIS 9 Λ SW Λ TIN RIM =34 .23 Λ . NH 08 Now3.08-6- 6 Mic or For 12 385.13 BC Asp D Λ 4 408 OL G S =3 6.7 12" STONE CHECK DAM 386 36 Tra ael & erly Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED PLA E EW 53. 8 6 36 Λ Λ ER 18 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT OVER FILTER FABRIC Sto 1+ Bw 76 16"PIPE Λ MH h 3 386 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ NTE h 0 p Λ . 16" PROPERTY LINE 35 Edge E1 Λ % 82 THE DEED alt S ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 3 ne CIP +37 Tw 3 Λ + 8 86.0 UPo 2.25 a SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ PEO CO (TYP.) Λ Λ R-8 387 3 le WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ DEWATERING PIT Λ Λ PLE NTR nes Kim Wa 386 .0 TC 7.0 INV 8 of 36 0 OF OL wal 387.9 TC Λ +37 RIM =352 1+0 .5 B WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED TH NU .0+ 4" PIPE Λ 36 ll Ed Pier C DR =355 .36 LANE STATMBER 387.4 BC MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Pier R IN I DRA ge 0 +38 Λ e 387 AIN .65 I DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF e M m of Edg DS E O 491 50 Λ UPo Pole UPo Asp INL ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS LE AC F N 320 0 eo =36 NLET ET 6.25 38 6+ Λ QU EW 441 SHOWN BY THESE DRAWINGS. le h fA PROPOSED Sign et SWA alt U 36 Λ Stre V.B=3 51.10 sph IRE YO le 387 D B RK 7.36 MPH 2 alt FIRE HYDRANT LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 387 .5 TC DR RIM Y TEMPORARY SWALE WITH 386 Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Sign AIN =3 Λ IN .A=3 0 .0 B DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION INV =354.6 5 STONE CHECK DAMS OVER MA 1.6 RIM NHOLE 36 387 C Asphalt .25+ 387 MA 2 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. UPo 0 NH 3 Λ D 38 37 4 Λ w +38 Tw 406 FILTER FABRIC OL STABILIZED TURF 387 INV E 6.0B Pier 36 T 387 384 .25+ .0 SEW RIM =343 le 387 .90 TC Λ 00 Λ 6 GRASS SWALE 50.6 396 2 Copyright DTS Provident Design Engineering, LLP 2026 ER =35 .70 IN RCP 6 37 0+ 18" .40 CONKLIN 38 Gra MA 2.6 EL. 402.5 All rights reserved. AVENUE Λ V BC 8 Λ 36 NH 5 37 v 7+00 BEE 0 el S N 69° 09' 32" E = REEE HM UPo Int OL 4 8 37 wa 354 Sig ersec E NOT FOR CONSTRUCTION Λ Λ le 11.27' 386 N UPo N n tion 6 L. 38 REA E 37 le D .43 .0Bw C le Edg Λ RELOCATE Λ 2.5) S 388 C REVISIONS/ISSUANCES S eo E 37 Sto FIRE HYDRANT f As UPo 404 E H S M ETION A TTE RINK IN AVENUE Λ Stop NO. DATE ISSUE Λ 6 ne 0 pha i (BO RETEN 384 N 79° 23' 56" E g +39 W Edg M lt ARA STONE CHECK DAM all n 4 37 6.25 le 38 Λ FILE 150.32' Λ eo 384 INLET PROTECTION, L E N D CO EW HE 2 DEE TE OF NE OF T D BY ST 3 1 02/11/25 PARCEL 1 REVISIONS fA OVER FILTER FABRIC STA PEOPL QUIRE U L = K 390 Sign sph THE DS AC (TYP.) 386 % Λ LAN Λ M alt 3=732. 384 37 FRONT CR D C BER NTRO YORK 30' Stre 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 4 Λ Λ et S 12"RCP 0+00TTO 8 YARD SETBACK OVERFLOW TO MA 38 INV CP 402 7 15"R ign .16' OM 0 Λ PLANNING BOARD SUBMISSION Λ 3 10/23/25 49 37 TEMPORARY SWALE 2 A 0 7+ =36 6 BIO . 1 ' 648 Λ P 50 0 3 PLANNING BOARD REVISION 3.56 N 77° 40' 07" E 4 11/20/25 B 12"RCP Λ PO 203 0' NOTE: # Sto +38 SWALE GRASS 37 Λ OGDEN 91.20' 6 B ne L EL..0Λ392.5 382 8 INV.A/B/C=364.02 RIM=366.92 PORTIONS OF THE GRASS SWALE THAT DRAIN MANHOLE 7 Λ w3 PLANNING BOARD REVISION Wa UPo 5 04/22/26 UPo 94 84 ND 42 86 FILL P EL=35 ll Λ e l le EXCEED 5% SLOPE ARE TO BE LINED 400 SU =368 ET RIM IN INL 3 394 Λ Λ DRA Roy ow or 8-6-1 He 392 381 M WITH RIP RAP, TYP. dg ED 7 388 .5+ INLET PROTECTION, e 38 390 RO 0 W & 38 (TYP.) N 33.0 ITH D5.95 R 6 2 . 38 7 396 J Wa . e AD 6 Flag He o dg n EBR 0 e lk hn Gary R y 39 388 za, ormerl 2 39 IS 7+96 DI-7 RO Edge of A R N 75° 56' 17" E F 4 A RIM 382.20 39 e UPospha Wall UT sph INV. 378.30 239.42' nza enza le lt Sw Traf E 3 alt Sig MPHn ale DRAWING TITLE: Sig 6 38 TEMPORARY RIP RAP 39 n fic S UPo 8 5/2 Sign TEMPORARY GRASS SWALE CONNECTTRAP STONE Ston 02 igna 398 EL. 384.5 12 PARCEL 1 - "RC le Ro TO EXIST 8" CIP - e INV IN P wo I n l RIMV=385 WATERMAIN Wa fP t 39 erse EROSION AND SEDIMENT =38 DR =38 .21 ine 2 s ll UPo AIN 7.9 S INL 1 Streign 2.49 "E ct le Edge of Aspha ' 10 ET CONTROL PLAN et 25 ion UPo 84° Route Sign le Stop Sign e W Ston N C Cuurr all Edg bb eo ' .74 Sign f As 142 TAYLOR pha Ston UPo lt AVENUE le Stone Seal Seal DRAWN BY: CHECKED BY: lt UPo Asp eM F NE Wall BZ/CR GMS/MG le E O . W YO alt P h T arki A R J GREG a INV ng PROJECT NO. DATE: E O Are s RK RY PE T o 812 01/23/25 a S Metal Guide Rail nry =379.933 T RIM ER MA Edge SEW Aphalt Swale of As UPole Asph DRAWING NO. Wa UPo alt S UPo phalt * * =38 U wale N 75° 56' 17" E P le ll SP-7.1 o A le Driv alt 57.92' le 6.9 NHOLE s Edg p Street Sign 15"PIP A e of ER Driv alt L IC h e E Asph s INV.B B No 6 I NE p . 0 7 12 2 E NG UPole alt ED EN h =405 e INV.A S PRO F A .5 E S S I O NA L RIM==405.588 DRA 409.08 IN IN LET EXPIRES 01/31/27 Page 64 ck & rmerlyONUM SED or F 3-59 M PROPO ow .12-2-6 da r Form ber iggins rly 12- 33 o W o G 47 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-7.2 EROSION & SEDIMENT CONTROL PLAN.DWG isell 30' SIDE YARD SETBACK/ 24 NONDISTURBANCE AREA , Pa e e g e ENT 295 to S EVERGREEN MANOR PROPERTY LINE, n TYP. e Joa w or F -64 Wa No 3.12-3 Stone Wall Town of Cortlandt, New York Swy & Rom ll n 3 n a ormerly nt 100' NONDISTURBANCE AREA u MOD ch an 1 BY 00' PROPERTY LINE, JULY ELLA GED B TYP. U 1+3 100 6 FFER .00' LAB S FLAG 5 1+0 202 0 OWNER / APPLICANT 14, D V.S. CONSTRUCTION CORPORATION LAN Stone Wall 37 CROTON DAM ROAD Fran w or F 3-65 0+0 0 OSSINING, NY 10562 No 3.12- WET c 3 i s PLANNER, CIVIL ENGINEER, LANDSCAPE P 10 ag merly 0' Stone Wall ARCHITECT WE or n TLA DTSIntelligent PROVIDENT S a tone ND 100  nell 'W Land Use BU ETL Stone Wall AN W FF a D CA #: 0017846 ER DTS Provident Design Engineering, LLP all BUF One North Broadway FER White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 1 STEIN TROOST ARCHITECTURE, LLC Stone Wall ONE MORGAN AVENUE Now3.12-3- Vivi or Form6 CONSTRUCTION FENCE ALONG NORWALK, CONNECTICUT 06851 3 100' WETLAND am • LAND USE ATTORNEY • BUFFER (TYP.) •• R •• ZARIN & STEINMETZ usso rly •• 81 MAIN STREET 6 •• WHITE PLAINS, NY 10601 e •• •• •• SURVEYOR •• •• •• •• NEW FIRE HYDRANT DANIEL T. MERRITTS, PLS •• •• AND FUTURE WATER •• 394 BEDFORD ROAD •• MAIN EXTENSION, TYP. •• •• 8" DIP, CL 54 PLEASANTVILLE, NY 10570 •• •• (CAP END) •• •• WETLAND CONSULTANT •• 1 •• 2 •• •• " Rich Now o 2-3-69 TIM MILLER ASSOCIATES, INC. C STABILIZED •• MP CONSTRUCTION SILT FENCE 10 NORTH STREET •• Pon (TYP.) 100 ENTRANCE COLD SPRING, NY 10516 •• a ' WE •• • r d TLA d • ND 33.1 & Form BUF FUTURE SANITARY SEWER FER A MAIN EXTENSION, TYP. r shle erly 1 8" DIP, SDR-35 (CAP END) y R PROPOSED 25 FT. WIDE u toneS WATER EASEMENT szc FUTURE MAIN SANITARY SEWER yk W EXTENSION MATERIAL STOCKPILE AREA 2 all MATERIAL STOCKPILE AREA 2 CONSTRUCTION Re he Pu Form FENCE ALONG 100' WETLAND NEW 8" R-40 v T BUFFER (TYP.) GATE VALVE, TYP. o N 3.12- cab rnima erly o w 3 The Re Barba FILE SILT FENCE or 3-70 le v (TYP.) S o DM LivinSoni tone PROPOSED SNOW cab ra Lev STORAGE AREA AP EASEMENT (TYP.) g 1 Stone Wall W l e 0 T all 0 rust # Trus itz ' THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 7 W PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 42 1-800-962-7962 OR 811 t E 7 T R-10 L AND BUFFER Now3.12-3 Car Now o 2-2-3 Stone Wall Dor or Form1 3 lo yl s WV WV W & NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 33.1 o WV BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Ka ormer DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE lfe ly -7 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND rF SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER s FUTURE WATER MAIN er m WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. EXTENSION iry R ly WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FUTURE SANITARY SEWER DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS MAIN EXTENSION o SHOWN BY THESE DRAWINGS. n 0+00 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW don 0+72 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. 100' NONDISTURBANCE AREA Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. M Now MATERIAL STOCKPILE NOT FOR CONSTRUCTION i c AREA 1 STABILIZED PROPERTY LINE, hae or For CONSTRUCTION TYP. REVISIONS/ISSUANCES NO. DATE ISSUE ENTRANCE l & 1 12/19/25 PLANNING BOARD REVISION Kat merly MATERIAL STOCKPILE AREA 1 h r MAT y C H LI n Pa Ston NE ( S EE D WG .S P-7. e H 1) TEMPORARY rish Y D Ma W CONSTRUCTION PROPOSED 20 FT. WIDE 30' SIDE YARD SETBACK/ WV 386 V WV WV ACCESS NONDISTURBANCE AREA son DRAINAGE EASEMENT WV V 37 PROPERTY LINE, (TYP.) 3766..275 TC W W ry V 5 + BC Λ Wa Λ 384 Λ ll PROPERTY LINE, 376.75 TC 376.25 BC Λ TYP. Λ Λ + Λ Λ Λ Λ 382 Λ Λ DRAWING TITLE: Λ Λ Λ 375.5 TC Λ 375.0 BC + Λ Λ Λ Λ Λ RW-3 Λ Λ Λ PARCEL 1 - Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 384.67 TC EROSION AND SEDIMENT Λ Λ Λ 0.00 Λ Λ Λ Λ 383.97 BC Λ Λ Λ Λ Λ Λ CONTROL PLAN Λ Λ Λ Λ Λ : 0+0 DEDICATED SNOW Λ Λ Λ Λ Λ Λ 10 Λ Λ Λ STORAGE AREA, Λ Λ Λ Λ Λ Begin Λ 74.96 Λ Λ Λ TYP. Λ Λ Λ Λ Λ Λ Λ Λ 0+00 Λ Λ PI: 0+ Λ 385.64 TC Λ 0 Λ Seal Seal 0+0 385.14 BC DRAWN BY: CHECKED BY: FLA Λ Λ F NE BZ/CR GMS/MG E O . W YO Λ WE T T Λ 385.64 TC A R J GREG B Λ R Λ PROJECT NO. DATE: E O E 385.14 BC G 9 RK RY E PE T 812 11/20/2025 T Λ Λ WV S Λ N 3 T E Λ Λ Λ L G Λ Λ CHM A DRAWING NO. Λ SE ARK WV 385.0 TC Λ LAB S FLAG E * * Λ ND Λ W Λ D 384.5 BC V Λ Λ 3 + T 37745.0 TC SP-7.2 Λ Λ Λ .5 B E Λ J E Λ C ER L IC L = 4IN ULY 385.26 TC L 1+0 1+00 0+ 6 Λ No Λ I NE 0 . 0 7 12 2 E NG L Λ ED EN 0 0+50 384.76 BC MOD A GED B S PRO F E S S I O NA L Λ Λ Λ TOW 14, 0 0 EXPIRES 01/31/27 Λ Λ 384.50 BC 384 Λ 0 7 377.+ 0 TC .00' 25 20 Page 65 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-8.0 DRIVEWAY PROFILE.DWG EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTSIntelligent PROVIDENT  Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 1 STEIN TROOST ARCHITECTURE, LLC ONE MORGAN AVENUE NORWALK, CONNECTICUT 06851 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 LOW PT. STA: 4+78.22 LOW PT. STA: 2+84.27 LOW PT ELEV: 384.95 LOW PT ELEV: 384.58 BENCHMARK ACCESS DR K: 25.00' K: 13.64' LVC: 50.00' LVC: 30.00' C/L INTERSECTION (ROUTE 35 / 202) MEET EXISTING CROMPOND RD EVCS: 5+03.22 BVCS: 4+53.22 EVCE: 385.08 BVCE: 385.08 EVCS: 3+00.63 EVCE: 384.68 BVCS: 2+70.63 BVCE: 384.65 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 BENCHMARK ACCESS DR BENCHMARK ACCESS DR STA. 2+27.04, EL. 280.50 Sta. 3+88.06 Sta. 5+65.33 Sta. 1+98.77 MAIN ENTRY / 2ND FL. STA. 0+00, EL. 372.54 El. 385.73 El. 385.70 El. 385.37 C/L INTERSECTION C/L INTERSECTION MAIN ACCESS DR Sta. 1+28.61 Sta. 7+80.00 El. = 381.74 STA. 2+59.70 El. 382.00 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 PI 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 Sta. 0+00.00 El. = 372.54 SHOWN BY THESE DRAWINGS. CROMPOND S=1.00% S=1.00% S=1.20% LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW S=1.00% YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ROAD S=4.8 0% DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION S=1.84% 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. PI Copyright DTS Provident Design Engineering, LLP 2026 Sta. 4+78.22 Sta. 2+85.63 All rights reserved. El. 384.83 El. 384.50 NOT FOR CONSTRUCTION S=8 REVISIONS/ISSUANCES .41 NO. DATE ISSUE % 1 02/11/25 PARCEL 1 REVISIONS S=2.00% 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 BVCS: 5+40.33 BVCS: 3+63.06 BVCS: 1+83.77 BVCS: 1+03.64 EVCS: 5+90.33 EVCS: 4+13.06 EVCS: 2+13.77 EVCS: 1+53.64 3 10/23/25 PLANNING BOARD SUBMISSION BVCE: 385.45 BVCE: 385.43 BVCE: 384.65 BVCE: 379.90 EVCE: 385.24 EVCE: 385.48 EVCE: 385.22 EVCE: 383.20 4 11/20/25 PLANNING BOARD REVISION 5 04/22/26 PLANNING BOARD REVISION HIGH PT. STA: 5+57.92 HIGH PT. STA: 3+90.33 HIGH PT. STA: 2+08.60 HIGH PT ELEV: 385.53 HIGH PT ELEV: 385.59 HIGH PT ELEV: 385.24 PVI STA: 5+65.33 PVI STA: 3+88.06 PVI STA: 1+98.77 PVI STA: 1+28.61 PVI ELEV: 385.70 PVI ELEV: 385.73 PVI ELEV: 385.37 PVI ELEV: 382.00 K: 17.59 K: 22.73 K: 5.17 K: 13.86 LVC: 50.00 LVC: 50.00 LVC: 30.00 LVC: 50.00 DRAWING TITLE: PARCEL 1 - DRIVEWAY 8+50 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -1+00 PROFILES Station PROFILE: BENCHMARK MAIN ACCESS DR Seal Seal DRAWN BY: CHECKED BY: F NE T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * SP-8.0 ER L IC No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 66 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-9.0 UTILITY PROFILE.DWG SANITARY SEWER NOTES WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND SANITARY SEWER GENERAL CONSTRUCTION NOTES a) ALL SANITARY INFRASTRUCTURE INSTALLED SHALL BE CLASS 52 DUCTILE IRON PIPE WITH WATERTIGHT RUBBER GASKET JOINTS RESTRAINED WITH EBBA MEGALUGS OR WATER NOTES: EQUIVALENT IF BURY DEPTH IS PROPOSED TO BE GREATER THAN 6-FT. 1. ALL WATER MAINS TO BE CEMENT LINED CL-54 DUCTILE IRON PIPE. DOMESTIC MATERIAL ONLY, NO IMPORTS. b) PRIOR TO THE BACKFILLING OF ANY SANITARY SEWER LINE AND MANHOLES, EVERGREEN MANOR 2. PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. c) THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE FOR THE AREA. Town of Cortlandt, New York 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE d) 10 STATE STANDARDS AND NYS DOH SANITARY CODE SHALL BE FOLLOWED. BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE FOR CORROSION PROTECTION, 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. DROP MANHOLE SMH - BM4 SEWER NOTES: OWNER / APPLICANT RIM 374.00 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC INV. 365.00 in MATERIALS ONLY. NO IMPORTS. V.S. CONSTRUCTION CORPORATION INV. 353.00 out 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. 37 CROTON DAM ROAD 4. THE MINIMUM SEWER INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE OSSINING, NY 10562 FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. PLANNER, CIVIL ENGINEER, LANDSCAPE PROPOSED 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF ARCHITECT APPROXIMATE BLDG. TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 EXISTING GRADE, TYP. HOURS IN ADVANCE OF ANY TEST. 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING. DTSIntelligent PROVIDENT  Land Use SMH - BM5 RIM 354.80 DTS Provident Design Engineering, LLP CA #: 0017846 SMH - MA1 (BM-1) INV. 351.00 in One North Broadway RIM 354.00 INV. 349.90 out White Plains, NY 10601 INV. 348.90 in 36 LF of 6" HDPE @ 2.81% P: 914.428.0010 INV. 348.90 in F: 914.428.0017 INV. 348.80 out NOTE: ARCHITECT - PARCEL 1 ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING STEIN TROOST ARCHITECTURE, LLC SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND TUBING 8 ONE MORGAN AVENUE MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC NORWALK, CONNECTICUT 06851 GAS LAND USE ATTORNEY ZARIN & STEINMETZ 20 LF of 6" HDPE @ 9.91% NOTE: 81 MAIN STREET 47 LF of 6" HDPE @ 2.11% ALL SANITARY SEWER MAINS TO BE INSTALLED WITH A POLYETHYLENE WHITE PLAINS, NY 10601 WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND 8" WATER MAIN TUBING 8 MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC SURVEYOR INV. 347.10 DANIEL T. MERRITTS, PLS STA. 0+25.0 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 -0+50 0+00 1+00 1+50 NOTE: WETLAND CONSULTANT Station NO RECYCLED MATERIAL SHALL BE USED AS PIPE BEDDING OR BACKFILL OF ANY PUPLIC INFRASTRUCTURE TIM MILLER ASSOCIATES, INC. 10 NORTH STREET STORM PROFILE: BUILDING TO SMH - MA1 (BM-1) COLD SPRING, NY 10516 APPROXIMATE EXISTING GRADE, TYP. 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 PROPOSED R.O.W. EXISTING R.O.W. PROPOSED PROPOSED HYDRANT PROPOSED GRADE, TYP NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT STA. 2+50 HYDRANT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PROPOSED R.O.W. STA. 5+70 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND MAIN ACCESS DR. SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. CROMPOND WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED ROAD 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. COVER 4' MIN. TYP. COVER LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 4' MIN. TYP. YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS MIN. 18" PROPOSED 6" DIP WATERMAIN 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 15" STORM 15" STORM All rights reserved. WM BEND 45-60 DEG., INV. 383.06 INV. 381.37 TYP. 15" STORM EXISTING 8" CIP MIN. STA. 5+82.3 NOT FOR CONSTRUCTION 18" STA. 3+36.6 (INV. 387.1) INV. 379.06 ON CROMPOND RD STA. 7+22.6 (FIELD VERIFY) REVISIONS/ISSUANCES NO. DATE ISSUE COVER 4' MIN. TYP. 1 02/11/25 PARCEL 1 REVISIONS PROPOSED 6" DIP 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 TO FIRE & DOM. SERVICES 3 10/23/25 PLANNING BOARD SUBMISSION CONNECT 4 11/20/25 PLANNING BOARD REVISION EXISTING 8" DIP PROPOSED 6" DIP WATERMAIN TO EXISTING 6" DIP STUB 5 04/22/26 PLANNING BOARD REVISION ON MAIN ACCESS DR (FIELD VERIFY) (FIELD VERIFY) DRAWING TITLE: PARCEL 1 - WATER & SEWER WATER PROFILE: CONNECTION TO CROMPOND RD AND MAIN ACCESS DR PROFILES Seal Seal DRAWN BY: CHECKED BY: F NE BZ/RC/TK GMS/MG T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * SP-9.0 ER L IC No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 67 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-9.0 UTILITY PROFILE.DWG WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND APPROXIMATE SANITARY SEWER GENERAL CONSTRUCTION NOTES EXISTING GRADE, TYP. WATER NOTES: 1. ALL WATER MAINS TO BE CEMENT LINED CL-54 DUCTILE IRON PIPE. DOMESTIC MATERIAL ONLY, NO IMPORTS. 2. PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EVERGREEN MANOR EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. CB-BM-15 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE RIM 385.7 FOR THE AREA. 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET Town of Cortlandt, New York INV. 383.12 out BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM INV. 383.34 out REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE DMH BM-21 DI BM-15-1 MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE DI BM-21 RIM 386.45 BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES RIM 385.00 RIM 386.77 APPROXIMATE AND CATCH BASINS. EXISTING GRADE, TYP. DI BM-14 INV. 383.34 out INV. 380.00 in INV. 382.50 out 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT RIM 385.7 OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER INV. 380.00 out INV. 383.00 in MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. ES-BM-13 OCS BM-20 INV. 383.00 out 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE RIM 384.02 FOR CORROSION PROTECTION, RIM 383.00 INV. 382.50 in 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. INV. 379.25 in INV. 379.25 out SEWER NOTES: 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC OWNER / APPLICANT MATERIALS ONLY. NO IMPORTS. 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. V.S. CONSTRUCTION CORPORATION 284 LF of 15" HDPE @ 0.88 % 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. 37 CROTON DAM ROAD 4. THE MINIMUM SEWER INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED OSSINING, NY 10562 1.07% 70 LF of 15" HDPE @ SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. PLANNER, CIVIL ENGINEER, LANDSCAPE 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 ARCHITECT DTSIntelligent PROVIDENT HOURS IN ADVANCE OF ANY TEST. 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING.  Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway 0+00 1+00 2+00 3+00 3+70 -0+50 0+00 1+00 1+90 White Plains, NY 10601 Station Station P: 914.428.0010 F: 914.428.0017 STORM PROFILE: DI BM-21 TO OCS CB-20 STORM PROFILE: DI BM-15-1 TO ES-BM-13 ARCHITECT - PARCEL 1 STEIN TROOST ARCHITECTURE, LLC ONE MORGAN AVENUE NORWALK, CONNECTICUT 06851 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET DMH BM-19 WHITE PLAINS, NY 10601 RIM 387.00 INV. 378.91 in SURVEYOR INV. 378.91 out OCS BM-20 DANIEL T. MERRITTS, PLS DI BM-18 RIM 383.00 INV. 379.25 in 394 BEDFORD ROAD RIM 383.20 INV. 378.39 in INV. 379.25 out PLEASANTVILLE, NY 10570 INV. 378.39 out WETLAND CONSULTANT APPROXIMATE TIM MILLER ASSOCIATES, INC. DMH-BM-16 DMH-BM-3 DI BM-19 EXISTING GRADE, TYP. 10 NORTH STREET RIM 373.10 RIM 374.00 RIM 373.30 COLD SPRING, NY 10516 INV. 357.00 in INV. 361.50 in INV. 361.61 in 69 LF of 15" HDPE @ 0.50% 103 LF of 15" HDPE @ 0.50% INV. 357.00 out INV. 357.34 in INV. 368.18 in INV. 357.00 out INV. 361.61 out DMH BM-16 RIM 368.10 INV. 361.72 in INV. 361.72 out 4% .1 18 @ PE " HD 15 of LF 92 15 LF of 15" HDPE @ 0.00% ES BM-1 DMH BM-2 RIM 352.52 RIM 355.67 INV. 351.00 in INV. 351.40 in INV. 351.40 out 85 LF of 60" HDPE @ 0.00% 85 LF of 60" HDPE @ 0.00% % .86 13 @ E DP 22 LF of 15" HDPE @ -0.50% "H 15 of F 29 LF of 15" HDPE @ -1.18% 6 LF of 15" HDPE @ -1.00% 4 0L 80 LF of 15" HDPE @ 0.50% 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 8" SEWER 8" WATER MAIN INV. 349.80 INV. 349.10 STA. 0+38.4 STA. 0+59.8 -0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+37 Station STORM PROFILE: OCS CB-20 TO ES BM-1 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 APPROXIMATE ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS EXISTING GRADE, TYP. 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 DMH-BM-5 CB-BM-13 DI BM-13-1 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. RIM 373.50 DMH-BM-8 RIM 385.60 RIM 385.50 INV. 364.71 in RIM 376.27 CB-BM-12 INV. 382.00 in INV. 382.25 out INV. 364.71 in INV. 369.00 in CB-BM-8 CB BM-9 RIM 384.80 Copyright DTS Provident Design Engineering, LLP 2026 DI BM-10 CB BM-11 INV. 382.00 out All rights reserved. INV. 364.71 out INV. 366.84 in RIM 381.40 RIM 383.50 INV. 380.24 in RIM 384.50 RIM 384.30 INV. 364.67 out INV. 366.00 out INV. 378.00 in INV. 379.13 in INV. 381.45 in NOT FOR CONSTRUCTION INV. 379.44 in INV. 379.74 in INV. 378.00 in INV. 379.13 out INV. 381.24 in DMH-BM-4 INV. 379.44 out INV. 379.74 out DMH-BM-9 INV. 378.00 out INV. 380.24 out REVISIONS/ISSUANCES RIM 373.50 NO. DATE ISSUE INV. 364.60 in DMH-BM-6 RIM 376.27 INV. 364.50 in RIM 373.27 INV. 371.91 in 1 02/11/25 PARCEL 1 REVISIONS INV. 362.50 out INV. 365.00 in INV. 371.50 out INV. 365.00 out INV. 371.91 out DMH-BM-7 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 1.00% DMH-BM-16 CB-BM-7 176 LF of 15" HDPE @ RIM 374.80 RIM 373.10 RIM 375.82 66 LF of 15" HDPE @ 0.75% 3 10/23/25 PLANNING BOARD SUBMISSION INV. 365.55 in INV. 357.00 in INV. 372.00 in 22 LF of 15" HDPE @ 1.15% INV. 365.55 out 4 11/20/25 PLANNING BOARD REVISION INV. 357.00 out INV. 372.00 out INV. 357.00 out 7% 40 LF of 15" HDPE @ 0.75% 5 04/22/26 PLANNING BOARD REVISION 8.2 E@ HDP 5 " 41 LF of 15" HDPE @ 0.75% of 1 LF 73 40 LF of 15" HDPE @ 2.86% 9 LF of 15" HDPE @ 1.00% TO SAND FILTER 1.00% % 45 LF of 15" HDPE @ DRAWING TITLE: 62 LF of 15" HDPE @ 0.89 15 LF of 15" HDPE @ 16.95% FROM SAND FILTER .5 5% 29 LF of 15" HDPE @ 1.00% PARCEL 1 - 10 1 5" H DP E@ 23 LF of 15" HDPE @ 0.75% STORM DRAIN of 5 2L F PROFILES Seal Seal DRAWN BY: CHECKED BY: F NE BZ/RC/TK GMS/MG T E O . W YO A R J GREG PROJECT NO. DATE: E O RK RY PE T 812 01/23/25 S T DRAWING NO. * * -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+50 Station SP-9.1 ER L IC STORM PROFILE: DI BM-13-1 TO DMH-BM-16 No 6 I NE ED . 0 7 12 2 E NG EN S PRO F E S S I O NA L EXPIRES 01/31/27 Page 68 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-10.0 TREE REMOVALS PLAN.DWG 2434 2430 615 2401 2442 2426 2425 2427 614 2443 2440 2444 2424 613 2419 2423 2421 2446 2445 612 2448 2447 2420 WA OSED PRO TER P EVERGREEN MANOR SERV 608 2452 W PRO IC A 2451 TER ED E POS 611 609 607 2453 2449 Town of Cortlandt, New York SERV 2454 E IC 2456 2450 610 2455 2458 606 2457 605 WA PROP TE R SE OSED 2465 RVIC 604 2464 E 2466 2468 MONUMENT 2470 2469 PROPOSED OWNER / APPLICANT 603 602 2471 V.S. CONSTRUCTION CORPORATION 3952 2473 37 CROTON DAM ROAD 3950 3951 2472 2459 OSSINING, NY 10562 3940 2461 CYPR E 2474 2475 2460 SS LA NE 3933 3953 3954 3959 4000 3932 3949 3948 2479 3942 601 2476 PLANNER, CIVIL ENGINEER, LANDSCAPE 3939 2478 MO POSED MAIN D WATER 3947 2477 2462 ARCHITECT PR O PROPOSE 3930 NUM 3941 3956 3955 3981 3999 3931 3980 2463 DTSIntelligent PROVIDENT ENT 3998  3935 PR 3960 3978 3997 Land Use O 3929 3979 2480 P 3946 OS 3937 3961 ED 3927 3936 3996 DTS Provident Design Engineering, LLP CA #: 0017846 3943 3944 W One North Broadway 3962 3995 AT 3988 2481 White Plains, NY 10601 E 3938 RM 3928 3982 3945 3957 3964 3986 2484 AI 3604 3963 P: 914.428.0010 N 3918 3605 3602 3985 2483 2482 F: 914.428.0017 3925 3600 3958 3965 3976 3977 3919 3606 3603 3968 2486 3590 3987 2485 ARCHITECT - PARCEL 1 3921 3926 3607 3599 3591 3966 3970 3975 2487 3608 3969 2490 STEIN TROOST ARCHITECTURE, LLC 3595 3983 3924 3609 3592 3589 3588 3587 3971 2659 2488 ONE MORGAN AVENUE 3920 3974 3994 2491 NORWALK, CONNECTICUT 06851 3923 3973 3984 3989 2492 3586 3917 3610 3583 2493 3585 3993 LAND USE ATTORNEY 3916 3915 2654 2656 3990 2497 PRO 3611 2655 ZARIN & STEINMETZ 3616 POS 3914 3612 2657 3992 3991 2494 81 MAIN STREET 2498 ED WHITE PLAINS, NY 10601 WA 3615 2636 Wire 3619 2606 2499 2501 2496 2495 TER 3620 3613 2653 2658 SURVEYOR 3622 2650 2639 2500 2502 SERV enc F 3913 3614 2649 2638 2635 DANIEL T. MERRITTS, PLS ICE 3911 3621 394 BEDFORD ROAD e 3910 3582 2605 2648 2651 2503 3623 3565 2634 PLEASANTVILLE, NY 10570 3904 3905 3909 3577 2644 3578 3581 2504 3566 3576 2647 WETLAND CONSULTANT 3903 3906 3908 3624 2642 2506 3562 3564 3580 2505 3575 TIM MILLER ASSOCIATES, INC. 3902 3907 3573 2633 2630 2507 2508 10 NORTH STREET 3900 3561 3574 3901 3560 3572 2631 2509 COLD SPRING, NY 10516 3899 2632 2510 3571 2513 3897 3556 3559 3625 3569 2629 2514 2512 3896 3570 2604 3629 3895 3626 3558 3567 3568 2517 2518 3628 2628 LIMIT OF DISTURBANCE 3894 3627 3557 3579 2626 3630 3631 PROPERTY LINE (TYP.) 3890 3553 2627 2525 2526 2515 2521 2520 3893 3889 3892 3632 3552 2607 2528 2524 3555 2625 2530 2522 3887 3891 3633 ALL TREES WITHIN 2608 2529 2523 3888 2609 2537 2532 W 3554 LIMIT OF DISTURBANCE a 3886 2531 te 3634 TO BE REMOVED r 100' NON DISTURBANCE AREA 3883 3885 2611 2538 3636 3635 2603 2612 3638 2624 2539 2535 2614 MO 3884 3639 2541 2534 PRO UMME 3640 3637 2602 2601 2613 Co 3881 2540 N ur 2600 2616 100 PPORONUMNT se 3641 3550 2615 3882 3551 2542 2543 ' BUF OSPE EN 3879 3880 2599 2617 2618 2623 3642 3644 OD T 2544 FER SED 3549 3878 3651 3502 2619 3650 3548 3503 2620 2548 AD 3652 3649 2598 2545 D RO 2552 ON 02 MP E 35/2 100. 00' 3850 3653 2597 2547 3876 3647 3501 2546 O CR OUT 3546 R 3852 3846 3654 2596 2621 2551 N AN C 3851 3547 3545 Y LAN 2553 2593 Asp E 3845 2594 2622 2550 2549 Swa lt THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 3854 3853 2562 2561 2556 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 2595 ha 3655 2592 1-800-962-7962 OR 811 le 3855 3856 3844 2560 2554 3877 3657 3656 3544 3857 3659 2578 2570 3875 3843 2591 2559 3543 2581 2579 2569 2563 3861 3667 3662 3542 2580 2572 3871 3872 2571 2565 2577 2566 3870 3862 3841 3668 3663 3541 2590 2589 2576 2573 3873 3874 3864 3839 3664 3868 3867 3671 2588 2584 2583 2575 2574 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 3838 Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 3504 2582 PROPERTY LINE (TYP.) DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 3865 3672 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 3866 halt 3836 CONKLIN AVENUE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 3673 3540 2587 Swa 3834 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 3675 3831 3833 30' FRONT YARD SETBACK DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le 3835 3506 3505 2585 2586 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 3674 SHOWN BY THESE DRAWINGS. 3830 3676 3832 3679 3539 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 3826 3827 3677 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 3824 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 3829 3828 3811 3809 3823 3825 3818 3681 3508 3538 3507 Copyright DTS Provident Design Engineering, LLP 2026 38153814 3810 All rights reserved. 3822 3812 3682 Gra 3689 3510 NOT FOR CONSTRUCTION el S v 3819 3808 3537 3509 wa 3821 le 3807 3690 3688 REVISIONS/ISSUANCES 3803 3805 3691 3687 3512 NO. DATE ISSUE 3511 3797 3802 3693 3519 1 PARCEL 1 REVISIONS 3793 3796 3806 3692 3536 3513 02/11/25 3801 3522 3791 3798 3800 3695 3694 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 3527 3516 OGDEN AVENUE 3535 3517 3795 3782 3696 3701 PLANNING BOARD SUBMISSION 3699 3530 3525 3520 3 10/23/25 3790 3787 3698 3702 3531 4 11/20/25 PLANNING BOARD REVISION 3788 3783 3528 3785 3781 3780 3534 3789 3786 3784 3700 3703 3709 3533 3532 3529 LEGEND 5 04/22/26 PLANNING BOARD REVISION 3705 3775 3777 3716 TREES TO REMAIN 3905 3708 3721 TREES TO BE REMOVED 3770 3778 3779 3712 (386 TREES) 3665 3764 3718 3761 3772 3728 3726 3722 TREES TO BE REMOVED 3758 3766 Asp AS PART OF ACCESS ROAD 2565 3757 3762 3767 3727 ha lt S DRAWING TITLE: 3732 3729 wa le 3755 3756 3740 3735 3754 3749 3746 3742 REQUIRED TREES TO BE PLANTED PARCEL 1 - 3736 3752 3753 3743 3741 TREE REQUIRED PER LIMIT OF DISTURBANCE: 177 TREE REMOVALS PLAN 3750 3747 TAYLOR AVENUE TREE REQUIRED PER STEEP SLOPES: 124 TREE REQUIRED PER PROTECTED TREES: 2 Cur b TOTAL NUMBER OF TREE REQUIRED 303 Seal Seal DRAWN BY: CHECKED BY: F NE T E O . W YO A R J GREG Asp PROJECT NO. DATE: halt E O Park RK RY PE T 812 01/23/25 ing S T rea A DRAWING NO. * * Asph alt Sw SP-10.0 ale Asp ER L IC Driv lt No 6 I NE ED . 0 7 12 2 E NG EN h A e Driv lt a s S PRO F E S S I O NA L p ha e EXPIRES 01/31/27 Page 69 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ PROPOSED FIRE Λ One North Broadway 15 Λ A Λ Λ 0.0 Λ TE Λ White Plains, NY 10601 HYDRANT, TYP Λ Λ Λ Λ ' RM Ston Λ Λ Λ Λ Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE 33.1 LE Λ Λ PRO Λ STY D ZARIN & STEINMETZ A E Daw erly Λ R F Λ I G Λ R AL L RTYA Λ POS PRO 150.0 Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO 0 SF Λ ED WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N ' WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ HOL ARD O Λ Λ Λ TY Λ L OUR D E WETLAND CONSULTANT Λ C SUR Λ ING Λ Λ SEW PROP I N D 0S F VEY Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ PROPOSED FIRE WF 5A Λ Λ ION Λ SEW PROP EL 1 HYDRANT, TYP Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ Asp l 3 a W halt WF 8A Λ ' 03 & a Λ b te Λ 6 r rese eth PROPOSED FIRE Eliza rly Λ WF 12A Λ Λ HYDRANT, TYP rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC FFER P Λ Wal Λ WF 11A Λ W Ston MAP F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 RELOCATE AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing FIRE HYDRANT ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ ION .O.T. Traf Λ R S Ed Λ Λ i L 11 150.0' g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 lt INV .B=34 Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 ' INV 0.0 Λ Λ RIM 347. INV .B=34 7 Λ =35 98 ' Λ 15 MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ PROPOSED Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box FIRE HYDRANT, THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ STA BER TYP 3 Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R UPo Inte B wa E Sig rsecti le Λ Λ 4. n o REVISIONS/ISSUANCES UPo le 43 n A e l Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA ' STA EOPLE IRED B sph 0.0 E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM 15 D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 40.2 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ 150. DR 5 04/22/26 PLANNING BOARD REVISION Sto O AVENUE Λ OGDEN 0' n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly 8.283 17.75 4.5 RELOCATE FIRE ITH D 95 8. & Jo , Gary rly 20 Ren or Form Now 3.08-6- 7 33.08-3-19 HYDRANT 5 5. Wal EBR Fla Cortlandt (T) - Lake Mohegan Fire Truck He d za h ge Overall Length 40.200ft g IS 3 k n . Overall Width 8.250ft R Overall Body Height 11.830ft enz enza Edg fA eo RO As Min Body Ground Clearance 0.742ft Track Width 8.250ft Wall sph UT UPophal DRAWING TITLE: a alt le t Sw Lock-to-lock time 4.00s 1 T e R Sign r ale a E3 MPH Curb to Curb Turning Radius 38.500ft f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV EMERGENCY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.1A UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 70 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ PROPOSED FIRE Λ One North Broadway 15 Λ A Λ Λ 0.0 Λ TE Λ White Plains, NY 10601 HYDRANT, TYP Λ Λ Λ Λ ' RM Ston Λ Λ Λ Λ Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE 33.1 LE Λ Λ PRO Λ STY D ZARIN & STEINMETZ A E Daw erly Λ R F Λ I G Λ R AL L RTYA Λ POS PRO 150.0 Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO 0 SF Λ ED WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N ' WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ HOL ARD O Λ Λ Λ TY Λ L OUR D E WETLAND CONSULTANT Λ C SUR Λ ING Λ Λ SEW PROP I N D 0S F VEY Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ PROPOSED FIRE WF 5A Λ Λ ION Λ SEW PROP EL 1 HYDRANT, TYP Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ Asp l 3 a W halt WF 8A Λ ' 03 & a Λ b te Λ 6 r rese eth PROPOSED FIRE Eliza rly Λ WF 12A Λ Λ HYDRANT, TYP rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC FFER P Λ Wal Λ WF 11A Λ W Ston MAP F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 RELOCATE AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing FIRE HYDRANT ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ ION .O.T. Traf Λ R S Ed Λ Λ i L 11 150.0' g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 lt INV .B=34 Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 ' INV 0.0 Λ Λ RIM 347. INV .B=34 7 Λ =35 98 ' Λ 15 MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ PROPOSED Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box FIRE HYDRANT, THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ STA BER TYP 3 Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R UPo Inte B wa E Sig rsecti le Λ Λ 4. n o REVISIONS/ISSUANCES UPo le 43 n A e l Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA ' STA EOPLE IRED B sph 0.0 E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM 15 D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 40.2 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ 150. DR 5 04/22/26 PLANNING BOARD REVISION Sto O AVENUE Λ OGDEN 0' n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly 8.283 17.75 4.5 RELOCATE FIRE ITH D 95 8. & Jo , Gary rly 20 Ren or Form Now 3.08-6- 7 33.08-3-19 HYDRANT 5 5. Wal EBR Fla Cortlandt (T) - Lake Mohegan Fire Truck He d za h ge Overall Length 40.200ft g IS 3 k n . Overall Width 8.250ft R Overall Body Height 11.830ft enz enza Edg fA eo RO As Min Body Ground Clearance 0.742ft Track Width 8.250ft Wall sph UT UPophal DRAWING TITLE: a alt le t Sw Lock-to-lock time 4.00s 1 T e R Sign r ale a E3 MPH Curb to Curb Turning Radius 38.500ft f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV EMERGENCY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.1B UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 71 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ PROPOSED FIRE Λ One North Broadway 15 Λ A Λ Λ 0.0 Λ TE Λ White Plains, NY 10601 HYDRANT, TYP Λ Λ Λ Λ ' RM Ston Λ Λ Λ Λ Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE 33.1 LE Λ Λ PRO Λ STY D ZARIN & STEINMETZ A E Daw erly Λ R F Λ I G Λ R AL L RTYA Λ POS PRO 150.0 Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO 0 SF Λ ED WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N ' WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ HOL ARD O Λ Λ Λ TY Λ L OUR D E WETLAND CONSULTANT Λ C SUR Λ ING Λ Λ SEW PROP I N D 0S F VEY Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ PROPOSED FIRE WF 5A Λ Λ ION Λ SEW PROP EL 1 HYDRANT, TYP Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ Asp l 3 a W halt WF 8A Λ ' 03 & a Λ b te Λ 6 r rese eth PROPOSED FIRE Eliza rly Λ WF 12A Λ Λ HYDRANT, TYP rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC FFER P Λ Wal Λ WF 11A Λ W Ston MAP F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 RELOCATE AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing FIRE HYDRANT ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ ION .O.T. Traf Λ R S Ed Λ Λ i L 11 150.0' g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 lt INV .B=34 Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 ' INV 0.0 Λ Λ RIM 347. INV .B=34 7 Λ =35 98 ' Λ 15 MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ PROPOSED Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box FIRE HYDRANT, THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ STA BER TYP 3 Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R UPo Inte B wa E Sig rsecti le Λ Λ 4. n o REVISIONS/ISSUANCES UPo le 43 n A e l Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA ' STA EOPLE IRED B sph 0.0 E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM 15 D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 40.2 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ 150. DR 5 04/22/26 PLANNING BOARD REVISION Sto O AVENUE Λ OGDEN 0' n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly 8.283 17.75 4.5 RELOCATE FIRE ITH D 95 8. & Jo , Gary rly 20 Ren or Form Now 3.08-6- 7 33.08-3-19 HYDRANT 5 5. Wal EBR Fla Cortlandt (T) - Lake Mohegan Fire Truck He d za h ge Overall Length 40.200ft g IS 3 k n . Overall Width 8.250ft R Overall Body Height 11.830ft enz enza Edg fA eo RO As Min Body Ground Clearance 0.742ft Track Width 8.250ft Wall sph UT UPophal DRAWING TITLE: a alt le t Sw Lock-to-lock time 4.00s 1 T e R Sign r ale a E3 MPH Curb to Curb Turning Radius 38.500ft f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV EMERGENCY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.1C UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 72 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ PROPOSED FIRE Λ One North Broadway 15 Λ A Λ Λ 0.0 Λ TE Λ White Plains, NY 10601 HYDRANT, TYP Λ Λ Λ Λ ' RM Ston Λ Λ Λ Λ Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE 33.1 LE Λ Λ PRO Λ STY D ZARIN & STEINMETZ A E Daw erly Λ R F Λ I G Λ R AL L RTYA Λ POS PRO 150.0 Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO 0 SF Λ ED WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N ' WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ HOL ARD O Λ Λ Λ TY Λ L OUR D E WETLAND CONSULTANT Λ C SUR Λ ING Λ Λ SEW PROP I N D 0S F VEY Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ PROPOSED FIRE WF 5A Λ Λ ION Λ SEW PROP EL 1 HYDRANT, TYP Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ Asp l 3 a W halt WF 8A Λ ' 03 & a Λ b te Λ 6 r rese eth PROPOSED FIRE Eliza rly Λ WF 12A Λ Λ HYDRANT, TYP rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC FFER P Λ Wal Λ WF 11A Λ W Ston MAP F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 RELOCATE AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing FIRE HYDRANT ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ ION .O.T. Traf Λ R S Ed Λ Λ i L 11 150.0' g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 lt INV .B=34 Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 ' INV 0.0 Λ Λ RIM 347. INV .B=34 7 Λ =35 98 ' Λ 15 MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ PROPOSED Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box FIRE HYDRANT, THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ STA BER TYP 3 Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R UPo Inte B wa E Sig rsecti le Λ Λ 4. n o REVISIONS/ISSUANCES UPo le 43 n A e l Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA ' STA EOPLE IRED B sph 0.0 E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM 15 D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 40.2 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ 150. DR 5 04/22/26 PLANNING BOARD REVISION Sto O AVENUE Λ OGDEN 0' n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly 8.283 17.75 4.5 RELOCATE FIRE ITH D 95 8. & Jo , Gary rly 20 Ren or Form Now 3.08-6- 7 33.08-3-19 HYDRANT 5 5. Wal EBR Fla Cortlandt (T) - Lake Mohegan Fire Truck He d za h ge Overall Length 40.200ft g IS 3 k n . Overall Width 8.250ft R Overall Body Height 11.830ft enz enza Edg fA eo RO As Min Body Ground Clearance 0.742ft Track Width 8.250ft Wall sph UT UPophal DRAWING TITLE: a alt le t Sw Lock-to-lock time 4.00s 1 T e R Sign r ale a E3 MPH Curb to Curb Turning Radius 38.500ft f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV EMERGENCY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.1D UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 73 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ PROPOSED FIRE Λ One North Broadway 15 Λ A Λ Λ 0.0 Λ TE Λ White Plains, NY 10601 HYDRANT, TYP Λ Λ Λ Λ ' RM Ston Λ Λ Λ Λ Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE 33.1 LE Λ Λ PRO Λ STY D ZARIN & STEINMETZ A E Daw erly Λ R F Λ I G Λ R AL L RTYA Λ POS PRO 150.0 Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO 0 SF Λ ED WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N ' WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ HOL ARD O Λ Λ Λ TY Λ L OUR D E WETLAND CONSULTANT Λ C SUR Λ ING Λ Λ SEW PROP I N D 0S F VEY Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ PROPOSED FIRE WF 5A Λ Λ ION Λ SEW PROP EL 1 HYDRANT, TYP Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ Asp l 3 a W halt WF 8A Λ ' 03 & a Λ b te Λ 6 r rese eth PROPOSED FIRE Eliza rly Λ WF 12A Λ Λ HYDRANT, TYP rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC FFER P Λ Wal Λ WF 11A Λ W Ston MAP F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 RELOCATE AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing FIRE HYDRANT ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ ION .O.T. Traf Λ R S Ed Λ Λ i L 11 150.0' g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 lt INV .B=34 Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 ' INV 0.0 Λ Λ RIM 347. INV .B=34 7 Λ =35 98 ' Λ 15 MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ PROPOSED Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box FIRE HYDRANT, THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ STA BER TYP 3 Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R UPo Inte B wa E Sig rsecti le Λ Λ 4. n o REVISIONS/ISSUANCES UPo le 43 n A e l Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA ' STA EOPLE IRED B sph 0.0 E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM 15 D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 40.2 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ 150. DR 5 04/22/26 PLANNING BOARD REVISION Sto O AVENUE Λ OGDEN 0' n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly 8.283 17.75 4.5 RELOCATE FIRE ITH D 95 8. & Jo , Gary rly 20 Ren or Form Now 3.08-6- 7 33.08-3-19 HYDRANT 5 5. Wal EBR Fla Cortlandt (T) - Lake Mohegan Fire Truck He d za h ge Overall Length 40.200ft g IS 3 k n . Overall Width 8.250ft R Overall Body Height 11.830ft enz enza Edg fA eo RO As Min Body Ground Clearance 0.742ft Track Width 8.250ft Wall sph UT UPophal DRAWING TITLE: a alt le t Sw Lock-to-lock time 4.00s 1 T e R Sign r ale a E3 MPH Curb to Curb Turning Radius 38.500ft f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV EMERGENCY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.1E UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 74 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ RW-3 Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ Λ Λ One North Broadway A Λ Λ Λ TE Λ Λ Λ Λ Λ White Plains, NY 10601 RM Ston Λ Λ Λ Λ DEDICATED SNOW Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ STORAGE AREA, Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS TYP. Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE E 33.1 TYYLLE Λ Λ PRO Λ T ZARIN & STEINMETZ A EES S Daw erly Λ R LIFF RRDD Λ G Λ AL L RTYYAA Λ POS PRO Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO Λ F ED 0S WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ PROPOSED 4'-0" HIGH 11 HOL RRDD O Λ TYA Λ Λ SP-6.1 Λ LD BLACK VINYL CHAIN FENCE, E U R WETLAND CONSULTANT Λ CO SUR Λ NGG Λ TYP. Λ SEW PROP ININ 0 SF VEY D Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ WF 5A RW-4 Λ Λ ION Λ SEW PROP EL 1 Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ EN Asp l 3 a W halt D WF 8A AR Λ ' 03 & a Λ b CG te Λ 6 M r rese eth Eliza rly Λ WF 12A Λ Λ rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC RD FFER P Λ Wal YA Λ T WF 11A UR Λ W Ston MAP CO F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ PROPOSED 10 FT. ION .O.T. Traf Λ R S Ed Λ Λ i L 11 WIDE DRAINAGE g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy EASEMENT sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 INV .B=34 RW-5 lt Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 INV Λ Λ RIM 347. RW-6 INV .B=34 7 Λ =35 98 ' Λ MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ 3 STA BER Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R RW-1 UPo Inte B wa E Sig rsecti le Λ Λ 4. (RETAINING n o REVISIONS/ISSUANCES UPo le 43 n A e l WALL, TYP.) Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA STA EOPLE IRED B sph E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ Sto DR 5 04/22/26 PLANNING BOARD REVISION O AVENUE Λ OGDEN n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M 12.5 ft R-10 dg D o e =36 3.81 m Richard DeLorenzo W y I Now or Formerly ITH D 95 RW-2 8. & Jo , Gary rly Ren or Form Now 3.08-6- 7 33.08-3-19 5 5. Wal EBR Fla He d Front Load Refuse Truck za h ge g IS 3 k Overall Length 32.000ft n . Overall Width 8.500ft R Overall Body Height enz enza 10.500ft Edg fA eo RO As Min Body Ground Clearance 0.786ft Wall UPophal Track Width sph UT 7.000ft DRAWING TITLE: a alt le t Sw 1 T Lock-to-lock time e R Sign r ale 6.00s a E3 MPH Curb to Curb Turning Radius f Sign fic S Julie Garcia & Michelle Loza 45.00° UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV REFUSE VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.2 UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 75 ow 12-3-71 Do Form 33. ry or l Wol erly PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP PETER GREGORY 5/22/2025 8:50 AM C:\USERS\PGREGORY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-11.1 VEHICLE MANEUVERING PLAN.DWG fe WA OSED PRO TER P EVERGREEN MANOR SERV SEWER M PRO WA OSED SE PRO PRO I CE W P TER 100' NONDISTURBANCE AREA O E P POS R SE Town of Cortlandt, New York SE SE ANHOLE D ED RV I C RV I C Joh w or Fo -73 E E No n & 33.1 Glo rmerly WA PROP T ria 2-3 E R SE OSED G RVIC iunt E Ston a MONUMENT e PROPOSED OWNER / APPLICANT Mas V.S. CONSTRUCTION CORPORATION onry 37 CROTON DAM ROAD PROPERTY LINE, (TYP.) W OSSINING, NY 10562 all CYPR E SS LA CYP SEW OSED NE PRO RES PROPERTY LINE, ER S PLANNER, CIVIL ENGINEER, LANDSCAPE P LA N S TYP. MO POSED MAIN ERV Λ D WATER ARCHITECT Λ PR O Λ Λ PROPOSE E NUM Λ IC Λ Λ DTSIntelligent PROVIDENT E Λ Λ WF 18A ENT Λ Λ Λ Λ  PR Land Use Λ RW-3 Λ Λ O Λ Λ Λ PO Λ Λ Λ Λ Λ SE Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 WF 19A D Λ Λ Λ Λ W Λ Λ Λ One North Broadway A Λ Λ Λ TE Λ Λ Λ Λ Λ White Plains, NY 10601 RM Ston Λ Λ Λ Λ DEDICATED SNOW Λ Λ Λ AI Λ Λ P: 914.428.0010 S Λ PRO 10 E Λ N Λ STORAGE AREA, Λ W Λ e Λ Λ F: 914.428.0017 WF 17A Λ ER M D Λ Λ Λ Wal Λ POS TYP. Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ ANH E Λ Λ l Λ Λ Λ Λ O FLA STEIN TROOST ARCHITECTURE, LLC Λ WF 16A LE Λ Λ 100. TIM TLAND ONE MORGAN AVENUE Λ G Step ow or -3-4 0' Λ G Λ W NORWALK, CONNECTICUT 06851 MILL E Λ D E 9 Λ Λ Λ 3 N he N Λ Λ Λ E OVE OCIAT R Λ Λ LAND USE ATTORNEY Λ AS Λ n Λ S FL Λ MBE Λ WF 15A S & FILE E 33.1 TYYLLE Λ Λ PRO Λ T ZARIN & STEINMETZ A EES S Daw erly Λ R LIFF RRDD Λ G Λ AL L RTYYAA Λ POS PRO Form 2 81 MAIN STREET D GE 8-29 C. 2 U ES, I Λ CO Λ F ED 0S WHITE PLAINS, NY 10601 D Λ POS M 648 n , 20 B N WA Λ AP # Λ Y Wire ED S Λ Boc TOW 2 TER 3 Λ SURVEYOR Λ EW 384 Λ 7 SERV F ek 7 ER S Λ SEW OSED enc 8.0' Λ Λ PRO 427 DANIEL T. MERRITTS, PLS Λ 3 ICE E E Λ RVIC P Λ 394 BEDFORD ROAD Λ R e Λ MAN WF 14A Λ PER PLEASANTVILLE, NY 10570 E Λ Λ Λ PROPOSED 4'-0" HIGH 11 HOL RRDD O Λ TYA Λ Λ SP-6.1 Λ LD BLACK VINYL CHAIN FENCE, E U R WETLAND CONSULTANT Λ CO SUR Λ NGG Λ TYP. Λ SEW PROP ININ 0 SF VEY D Λ TIM MILLER ASSOCIATES, INC. 329 Λ Λ ER Λ N.Y. 10 NORTH STREET OND - 386 Λ M NO Λ SEC OR Λ ANH SED Λ 66 S. COLD SPRING, NY 10516 Λ T FO D FLO .5 BUR D O Λ WF 13A OLE .O.T Λ Λ MA 386 U Λ IED N Λ .A P 83 FEE PA MAP Λ Λ Λ C PROPERTY LINE Λ Q , Λ Λ P UISIT Λ ARC RCEL (TYP.) Λ WF 5A RW-4 Λ Λ ION Λ SEW PROP EL 1 Λ Λ 8 S 77 Λ ER Λ 10 E Λ Λ LAN Λ WF 6A M Λ Λ Λ ANH SED Jose or Fo -1 Λ Λ "E FIRE Wire Λ 3 Guy O Now 3.12-3 2' 4 ° 37 4.77' OPOSEEDNT Λ OLE Λ Λ Λ Ca WF 7A °4 Λ 8 ph 100' NONDISTURBANCE AREA Λ Edg N7 Λ Λ e of Λ Λ EN Asp l 3 a W halt D WF 8A AR Λ ' 03 & a Λ b CG te Λ 6 M r rese eth Eliza rly Λ WF 12A Λ Λ rme MC DEN UPo "W Λ RD GAR 0 SF Λ Λ b TYA le ' R .67 Λ U 302 C CO 4 SF 3 Λ Λ 25 E our 16"C 543 374 LAN IP Λ Sto 100' s INV Λ e 374 Λ PR UM M =34 ON Λ 8 FIRE n 20" .70 BU Λ e Λ RC RD FFER P Λ Wal YA Λ T WF 11A UR Λ W Ston MAP CO F Λ eM l UPo aso Λ 9A Λ Λ nry ACQ N.Y.S. 9 AD Ret RO Λ 84, E PAR Ed le ain Λ Λ D ge ing ON 02 Λ Traf of Wa U MP E 35/2 P 100. FE A Λ ll I 00' A sph S Λ O Λ I fic RCE CEL alt CR OUT T Λ PROPOSED 10 FT. ION .O.T. Traf Λ R S Ed Λ Λ i L 11 WIDE DRAINAGE g ge W Λ fic S NAN D MA nal o N AN C Wire fA F Λ Guy EASEMENT sph 10 1 Y LAN Λ Λ ig P alt Asp Box C Λ E A Swa lt LAN Y nal Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY UPo Control #500403371 Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. OR Λ INV ha 8"C Pole Town of Cortlandt O 1-800-962-7962 OR 811 Λ T FL INV .B=34 Wire Λ IP le le Guy Λ E S 7.9 Now or Formerly R Λ .A I Λ Met ater F .5 OR RIM =348.1 3 Λ Λ 33.08-1-PO 6 374 FLO Λ Λ Λ Ed DR = 3 5 W AIN 52.11 D er P ge ON Λ Λ Λ of SEC .5 Λ Λ Asp INL Λ ET it Λ Λ ha INV 386 INV .B=34 RW-5 lt Λ Λ Λ Λ Λ Λ .A= 7.16 DR R 3 Λ Λ AIN IM=3 48.41 Λ Λ Λ Λ MA 52.6 INV NH 6 .C= Λ Λ OL I N 345 E Λ V Λ INV .B=34 .58 30.0 Λ Λ .A= 5.33 18.5 INV Λ Λ RIM 347. RW-6 INV .B=34 7 Λ =35 98 ' Λ MA EXI .A= 6.23 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 3 ' NH .08 STIN Λ 3 Now 3.08-6-1 G S RIM= 46.78 Mic r Form Asp BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ OL Tra el & K y E 353 Λ Λ E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Tra W ER . Λ Λ ffic MH 18 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Sto halt CONKLIN AVENUE 16"PIPE Λ ha Sig 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER E1 Λ p 10 Λ nal PROPERTY LINE Edge 16" Λ n o THE DEED WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Tra Pol a CIP e Λ ffic e UPo PEO CO Λ Swa Sig (TYP.) nes im Λ Λ le PLE NTR nal WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ of Wall INV OF O Box THE L NUM MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ RIM =352. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF le e 4" PIPE Λ 3 STA BER Ed DR =355. 6 LAN TE OF 4913 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS RIM DRA ge Λ AIN 65 INV =364.3 erl SHOWN BY THESE DRAWINGS. IN of 2 Edg DS N 2 Λ AC EW Y 0441 UPo Pole =36 LET UPo Asp INL V eo ET DRA IN IN RIM INLET ha .B=3 QU OR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW . Λ le f A lt Asp IRE K Sign t U Λ le Stre 7.36 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS hal DB =36 IN t MPH Y 63.8 DR R DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION e AIN IM=3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Sign 7 Λ INV =351.1 . 1 MA 51.6 IN Wire 5 1 RIM HOLE Guy R-10 Asphalt 1 NH 3 MAN U V Λ .B=3 OL Λ Pole . E A STABILIZED TURF =35 Copyright DTS Provident Design Engineering, LLP 2026 Wire 24" INV Pier Guy SEW RIM =343. 50.6 C All rights reserved. Wire Λ MP Λ 4. Guy ER = 70 INV CP MA 352.6 6 18" 30. CONKLIN 0 0 Gra AVENUE 5 NOT FOR CONSTRUCTION NH Λ 0 Λ v =35 el S OL 0' R RW-1 UPo Inte B wa E Sig rsecti le Λ Λ 4. (RETAINING n o REVISIONS/ISSUANCES UPo le 43 n A e l WALL, TYP.) Λ Edg Λ of A e NO. DATE ISSUE Sto UPo sph Theresa Guillermo Sign Λ Stop Λ ne alt W PARCEL 1 REVISIONS Now or Formerly 1 02/11/25 all Edg le Λ FILE eo Λ 33.08-3-20 NUM CONT D fA STA EOPLE IRED B sph E SITE PLAN APPLICATION - PARCEL 1 Sign 2 TH alt 05/22/25 Λ LAN Λ E OGDEN A AVENUE DM D BER E TE O C 30' FRONT CR P Stre Λ Λ PLANNING BOARD SUBMISSION DS A et S 12"RCP 3 10/23/25 YARD SETBACK 4 OM INV P ign F 15"R AP # 30 9 Λ Λ N 1320 =36 PLANNING BOARD REVISION C 4 11/20/25 ROL RK E PO C Q WY E Λ 3.56 OF T U N 394 B 12"RCP 74 Λ Sto DR 5 04/22/26 PLANNING BOARD REVISION O AVENUE Λ OGDEN n H eW 27 INV.A/B/C=364.02 RIM=366.92 DRAIN MANHOLE Λ all UPo UPo OA FILLE P EL=36 Λ Λ e l e l S RIM N INLET Y Λ U Λ DRA R He D M R-10 dg D o e =36 Richard DeLorenzo W y I Now or Formerly ITH D 95 RW-2 8. & Jo , Gary rly Ren or Form Now 3.08-6- 4 20 7 33.08-3-19 5 5. Wal EBR Fla He SU-30 - Single Unit Truck d za h ge g IS 3 k Overall Length 30.000ft n . Overall Width 8.000ft R Overall Body Height 13.500ft enz enza Edg fA eo RO As Min Body Ground Clearance 1.367ft Wall UPophal Track Width 8.000ft sph UT DRAWING TITLE: a alt le t Sw 1 T Lock-to-lock time 5.00s e R Sign r ale a E3 MPH Max Steering Angle (Virtual) 31.80° f Sign fic S Julie Garcia & Michelle Loza UPo 5/2 PARCEL 1 - Si Ston igna gn - 02 12" Julie Garcia & Michelle Loza le RC eW l P Ro Now or Formerly Int INV DELIVERY VEHICLE INV wo erse RIM =385 fP 33.08-4-20 all Now or Formerly =38 ine DR =387 .21 s 33.08-4-19 MANEUVERING PLAN ctio UPo AIN .91 2.49 Si le I NL Stre gn Edge of Asphal ET TAYLOR AVENUE n et UPo Route Sign e l Stop Sign Ston e W Cur all b Edg eo f As Sig uy Wir Seal Seal TAYLOR pha DRAWN BY: CHECKED BY: Ston UPo lt n t F NE AVENUE NFB TRK E O . W YO G le T Stone eM U Po James & Shirley Armstrong A R J GREG Wall le Asp PROJECT NO. DATE: halt Now or Formerly E O Park a RK RY PE T 812 04/25/25 ing S s 33.08-4-18 e T o rea A nry DRAWING NO. INV 386.93 OLE * * Wal 79.93 RI Edge S M Asph E of As = W phalt alt Sw UPo SP-11.3 UPo = l 3 UPo ale ER M le le Asp ER L IC Driv lt le No 6 ANH I NE . 0 7 12 2 E NG Edge ED EN h A e Driv lt of A a s S PRO F spha E S S I O NA L p lt ha e EXPIRES 01/31/27 Page 76 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP VERAS, HERIBERTO 5/22/2025 8:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P1 SP-12.1 STEEP SLOPES MAP (PARCEL 1).DWG EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 CYPR ESS L ANE Λ PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT Λ Λ Λ Λ Λ Λ DTSIntelligent PROVIDENT Ta P Λ Λ r Λ o x a Λ  Λ p Λ Λ Λ r L e Land Use Λ erty ot 7 nes Be Λ Λ Λ Λ Λ Λ not d Tax L en Λ Λ Λ Λ Λ Λ Λ Λ Li an Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Co Λ Λ Λ Λ Λ Λ Λ Λ One North Broadway Λ Λ n Λ Λ Λ Λ Λ White Plains, NY 10601 t Λ i Λ Λ guo 8 Λ Λ Λ Λ Λ Λ twe Λ Λ P: 914.428.0010 Λ Λ 10 Λ Λ ot Λ Λ F: 914.428.0017 us Λ Λ Λ Λ Λ 90 Λ Λ Λ Λ Λ Λ Λ Λ Λ ARCHITECT - PARCEL 1 Λ Λ Λ Λ Λ Λ Λ Λ Λ STEIN TROOST ARCHITECTURE, LLC Λ Λ Λ Λ ONE MORGAN AVENUE Λ Λ Λ Λ NORWALK, CONNECTICUT 06851 Λ 9 Λ Λ Λ Λ 3 Λ Λ Λ Λ Λ Λ LAND USE ATTORNEY Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ZARIN & STEINMETZ Λ Λ Λ Λ Λ 81 MAIN STREET Λ Λ Λ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ Λ Λ Λ SURVEYOR Λ Λ 7 Λ Λ Λ Λ DANIEL T. MERRITTS, PLS Λ Λ 3 Λ Λ 394 BEDFORD ROAD Λ Λ Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ P-4 TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ SW 10 NORTH STREET Λ Λ Λ Λ LIMIT OF 66 COLD SPRING, NY 10516 Λ Λ DISTURBANCE, TYP. Λ Λ Λ Λ WF Λ Λ Λ Λ C4 Λ Λ Λ Λ Λ Λ ) Λ P-3 86.0 Λ W Λ 8 S 77 6' S WF Λ 97'x Λ E Λ L. 3 Λ LAN Λ WE TLA C3 Λ Λ N Λ DB ME Λ Λ OU "E FIRE UPo Λ ND ARY 3 2' 4 ° 37 64.77' Λ Λ TTO Λ Wire Λ °4 le Λ Λ Guy 8 N7 Λ Λ (BO W Λ Λ F C2 W Λ ' 03 Λ REA ER 100.00' BUFF Λ a te r Λ A Λ Λ UPo ON le "W Λ Λ Λ SW NTI 7' Λ 3.6 Co Λ P-5 Λ E 5 E 1 2 RET LAN urs Ston - Λ TER Λ e Λ SWP BIO e Λ FIRE WF N Wall Λ PLA Λ 35' Λ -6 C1 Λ Λ SW Ston 1 Λ eM 8' x aso Λ Λ INV UPo 45' Λ n 9 AD ry R 20" =348.7 le RO e 2 Λ R- RC tain Λ 0 NTE 7'x1 Λ D T P ing ON 02 Λ raffi Wa PLA MP E 35/2 Λ ll SW Λ Wire O Λ cS CR OUT Guy 'x5' Λ Tr 212 Λ R affic igna Λ Λ Λ NANC Λ l Bo Sig YL Λ Λ ANE Λ nal Λ x UPo THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ P 1-800-962-7962 OR 811 Λ le ole Wire Λ Guy Λ Λ Λ Asphalt D Λ Λ RIM Λ Λ Λ DR =352 Λ Λ AIN .1 Λ Λ Λ INL 1 Λ Λ Λ ET Λ Λ Λ Λ Λ Λ DR rive Λ Λ RI Λ Λ IN MM=35 A Λ -7 AN 2.66 TER Λ HO Λ N PLA Λ LE Λ Λ RIM SW Λ 05' = Λ MA 353.0 Λ 1 Λ 6' x NH 8 7 Λ OL Λ SW NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ E Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PLA Tra Λ Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND ffic Sto CONKLIN AVENUE Λ Sig SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ 10 NTE Λ nal Λ ne UPo WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Pol Tra le e ffic Λ Λ Sig Λ R-8 na WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ Λ Wall l Bo x MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF RIM Λ Pier DR =355. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Pier Stop Bar Λ AIN 65 SHOWN BY THESE DRAWINGS. Λ UPo INL ET CR LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ le Λ RIM UPo DR =367. OM ROU le YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION UP AIN 36 Wir UPoole 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ e Wir Λ INL PONTE 35/20 Gu e le INV ET Gu R-10 y RIM y INV .B=36 Λ Λ RIM .A=36 .81 3 24" D 2R Wir MA =354. 6 RI IN MM=35 DR A Copyright DTS Provident Design Engineering, LLP 2026 Pier NH Gra e OL 0 = 4.3 CM AN 1.63 All rights reserved. Λ 3 E Λ DR v AIN 67.51 1 P O wa el S Gu y HO LE INL AD le NOT FOR CONSTRUCTION Λ Λ ET INV B =35 18" 4.43 Λ Λ UPo A LIMIT OF RC P REVISIONS/ISSUANCES DISTURBANCE, le Λ Λ NO. DATE ISSUE TYP. Sto UPo le Λ Λ ne W 1 02/11/25 PARCEL 1 REVISIONS all Λ Λ UPo INV le 2 05/22/25 SITE PLAN APPLICATION - PARCEL 1 Λ Λ Stop =36 OGDEN AVENUE 3 Bar 15" .56 C RC Λ Λ P 12"RCP INV 3 10/23/25 PLANNING BOARD SUBMISSION Λ .A/ Λ A B/C R =36 4 11/20/25 PLANNING BOARD REVISION WETLANDS TABLE (PARCEL 1 AREA) DR AIN IM=3 4.02 Λ B MA 66.9 Λ NH 2 Sto OL 5 04/22/26 PLANNING BOARD REVISION Λ E 12"RCP ne Wa DISTURBANCE Λ ll UPo FILL UPo Λ l Λ le E SUM D WI e Λ Λ WETLAND SLOPE CATEGORY AREA (S.F.) COLOR P TH H EL= DEB edg R-10 AREA (S.F.) RIM e DR =368. 365.9 RIS AIN 75 5 INL WETLANDS 0 0 ET Walk He Flag. dg e WETLANDS BUFFER 1,442 1,442 As Wall UPo phal le t Sw DRAWING TITLE: ale Ston UPo INV le =38 Ston e W 2.4 all 9 STEEP SLOPES MAP 12" Ro RC wo eW P fP SLOPE RANGE TABLE (PARCEL 1 AREA) INV ine RIM =385 s all UPo le DR =387 .21 AIN .91 INL ET Bar Stop (PARCEL 1) TAYLOR AVENUE D Asph rive DISTURBANCE COLORS UPo AREA (S.F.) le alt SLOPE CATEGORY Ston e W Cuurrb C AREA (S.F.) all b Seal Seal DRAWN BY: CHECKED BY: 15% - 20% 76,545 UPo 43,722 F NE E O . W YO BZ/RC/TK GMS/MG le Stone Masonry Wall T Stone UPo A R J GREG Wall le Asp Guy Wire PROJECT NO. DATE: halt E O 20% - 25% 30,376 Park 10,541 RK RY PE T 812 01/23/25 ing S T Are a UPole DRAWING NO. 25% - 30% 12,834 10,108 * * Aphalt Swale UPole Asph UPole alt Sw SP-12.1 Drive ale Retaining Wall > 30% 7,146 3,308 ER Asphalt L IC Anchor Block No 6 I NE Drive ED . 0 7 12 2 E NG UPole EN 15"PIP E Asphalt S PRO F Retaining Wall E S S I O NA L INV. B INV.AB=405.58 Stone Masonry EXPIRES 01/31/27 = RIM= 405.58 Retaining Wall 409.0 8 Page 77 SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO WARSHAUER MELLUSI WARSHAUER ARCHITECTS PC ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER EVERGREEN MANOR AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED EXISTING CONDITIONS Town of CORTLANDT, New York BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR EX-1 PLANNER, CIVIL ENGINEER, LANDSCAPE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Copyright DTS Provident Design Engineering, LLP 2025 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. SITE PLAN APPLICATION - PARCEL 1 PLANNING BOARD SUBMISSION V.S. CONSTRUCTION CORPORATION DTS Provident Design Engineering, LLP PLANNING BOARD REVISION PLANNING BOARD REVISION 1-800-962-7962 OR 811 DTS PROVIDENT OF DTS PROVIDENT DESIGN ENGINEERING, LLP. ARCHITECT (MASTER PLAN) TIM MILLER ASSOCIATES, INC. WETLANDS CONSULTANT PARCEL 1 REVISIONS IntelligentLandUse PLEASANTVILLE, NY, 10570 DANIEL T. MERRITTS, PLS WHITE PLAINS, NY, 10601 LAND USE ATTORNEY COLD SPRING, NY, 10516 100 CLEARBROOK ROAD * OWNER / APPLICANT ER 37 CROTON DAM ROAD I NE RK RY White Plains, NY 10601 ELMSFORD, NY, 10523 . 0 7 12 2 E NG OSSINING, NY, 10562 394 BEDFORD ROAD ZARIN & STEINMETZ One North Broadway SHOWN BY THESE DRAWINGS. E O . W YO 10 NORTH STREET O 6 E S S I O NA L A R J GREG 81 MAIN STREET F NE All rights reserved. ARCHITECT SURVEYOR  02/11/25 05/22/25 04/22/26 10/23/25 11/20/25 PRO F No E T T PE T S ED EN L IC S * Seal 4 3 5 2 1 SEW ER M A RIM NHOLE =37 6.9 PUM 4 P UPo le Iron Pipe 8" S Fou ewe nd Ston r Pip 8"C eW e IP all UPo le 34 " E Guy ' .65 Ston MO Wire eW N FOU UMEN ' 19 all ND T 16"CIP 18"RCP SEW 06 8"CIP E RIM R MAN = INV 356.16 HOLE .A Ligh INV =351.6 9° t .B=3 Pos t 51.2 6 6 N2 APP R PER OXIMA O BUR LD SU TE SEW IED RVE E Y - N R MAN ACQ N.Y.S DRAIN HO RIM=353 OT F INV=34 T Traffic Signal Pole Sign raffic OUN LE UISIT . D.O al B D ION .T. ox INLET MA P 82 FEE PA MAP 9.51 .63 , P ARC RCEL UPo le EL 1 UPo 09 le UPo le Wire Guy 33.1 UPole N o w 2 - 2 - 5 The or For Signal Box Traffic Ros mer Ir r e ly e v oca Cesarin ble Trus i 3 Now 3.12-2- t or 4 The Ba Form Rev rbara erly 33.1 8" Sewer N 2 oca L ble evitz 33.1 Mic ow o -2-2 16"CIP N Trus Car ow or 2-2-3 h a r el & Forme t los & Form Kath rly UPo le K a smir erly ryn Pipe y Ro Paris S 76° 13' 31" E nd h Stone Wall on UPo le UPo le 8"CIP Stone Wall Stone Wall Stone Wall Stone Wall 3 Now 3.12-2- or F 6 Dee Id orm d Lib a Wigg erly e 472 ins Stone Wall r 4, P UPo age Stone SEW ER M le 29 5 W all A RIM NHOLE =35 9.7 Sign BUR 8 UPo le IED +30A Stone Wall A WF 1 WF 29A Aspha lt Driv e Stone Wall Stone Wall Stone Wall WF 17 WF 28A Guy WF 19 WF 18 Con ER WF 20 Stone Wall Wire se FF Ea rvation UPo WF 27A le BU WF 22 se F.M ment WF 21 UPo WF 16 .#24 D le Stone Wal 907 N WF 23 L A ET 8"CIP 8" Sewer Pip WF 24 Guy W 0' Wire Hudson Valley Hospital Center 10 WF 24A 2A l Stone W WF e Now or Formerly A WF 25 33.08-1-6 3 WF 26A 3. 1 323.99' WF 15 N 2- a Alex ow or F 2-9.1 ll 16"CIP is Ta orm R va e rly F FE WF 25 re Salc z & Ya BU edo dira D F N il e d LA M F.M ap Lot ET WF 22AWF 23A W .#24 2 0' 3A WF 20A WF WF 14 907 10 FER BUF ND UPo WF 26 TLA le ' WE 100 Stone WF 13 WF 19A Ston A WF 21 APP ROX Wall Stone W IM Ston WE PER OLD ATE SEW e Wa WE TIM TLAND SUR ER M WF 27 V eM TIM TLAN E Y - NO ANHO F L MI L SF L T FO LE ILL DS FLA A L E A aso M G UN ED N R ASSO GGED ll G BUR D all F WF 12 L GG ER ASS GGED IED A nry C BY "E OVE ED J O ANU CIATES BY MB IATES, Ret Control #500403371 WF 18A E 28-2 INC. Town of Cortlandt Now or Formerly R WF 5A ' 43 ain A Y 16 , INC. 33.08-1-PO 6 R 9, 2 ing WF 11 , 20 023 16"C WF 28 W 25 all 42 Rem IP Rem of S ains a hed of B ins 8° arn WF 17A N7 DR =352 5 INV .B=34 RIM 348.1 3 WF 10 INV Stone AIN Stone .A= 7.9 WF 6A Stone Wall INL 1 WF 29 ET Guy .1 UPo Wall WF 16A Wire le Wall Stone Wall DR WF 7A AIN IM=3 48.41 INV .B=34 MA 52.6 R INV Stone Wall .A= 7.16 Ston NH e Wall OL 3 ' 9A WF 9 WF 8A .67 WF 15A THE DEED E 6 F PEO CO INV .B=34 .58 MA 353.0 RIM =347.9 3 INV =345 INV W WF 30 3 .A PLE NTR NH = .C 25 OL OF WF 31 E 5.3 8 THE NUM N.Y. 8 8"C LAN TE OF 4913 S. D WF 8 OL STA .O. IP EXIS INV T DS . SEW RIM =343.7 Stone Wall A DR Tra CQ 20"R .70 Tra =34 AC EW Y 0441 TIN UISIT AIN IM=3 ffic ER BER ffic G S RIM= 46.78 ION QU WF 14A 8 W CP N MA 352.6 a MA 51.6 Sig R UPo MA P 83 FEE PA MAP INV te Sig IRE RK EW Krist le INV .B=34 r NH nal = NH INV en P nal A DB E , P ARC RCEL O 2 .A= 6.23 R M 3.18 OL ape 10 OL Pole WF 13A Y Box 35 Co E EL 1 3 E HE 5 u rse 3 0 10 F 1 WF 12A WF 7 W WF 11A Sto WF 6 ne WF 32 Wall 100' BUFFER 16"PIPE WF 33 MPH Sign Chain Link Fe Ston nce eW all ER Remains of WF 34 FF In Ground Pool BU UPo Guy le 4" PIPE ND WF 5 U Traff W ic Sig ire UPo Pole 100.00' le LA Gat nal Box e ET UPo Guy le WF 4 Guy W Wire WF 35 Traff Wire ic Sig 0' nal MA "W N 10 Pole RIM HOLE FER ce Brick ' 03 = INV 354.60 ETLAN D BUF kF en W all ° 37 64.77' .A INV =351.1 Pon S 77 .B=3 Lin Stre 50.6 0 d 100' W e Sign t 0 ain Valv Ch Theresa Guillermo WF 3 Now or Formerly e UPo le 33.08-3-20 W Mete ater r Pit Guy Con WF 2 c Wire Step rete WF 1&36 Frame UPo s U le Pole LAN Barn D DR =355.6 6 THE S ACQ RIM =352.3 INV Guy AIN P Con STA EOPLE UIRED B 16" c Wire T Wa rete DEE E OF N OF THE Y INL Prop CIP lk D E Tan ane NUM CONT W YOR Wood ET 5 Reta k Flag 18" R BER RO K ining Stone ston es INV CP =35 491 L 320 Stone Wall Wa 2 2 Sto 1 4.43 394 lls Bric ry Porch k Brick 2 Story Chim ney Fram Buildin Frame g rt Drive She e Di Residence ds 2 Story Rema ACQ N.Y.S Bric . U ITIO D.O.T. ins Brick kW IS UPo all Prop 1 St NM Gra MA P 8 FEE P le Roo o AP Tan ane f Fram ry Re m Con ains of 4 PAR ARCEL vel k Ove e , Richard DeLorenzo C n rhan cret Now or Formerly o S Wa crete CEL wa Dirt g e Pa 111 33.08-3-19 D lk tio le 100 rive Step & Drive ' BU s halt FFER Asp UPo Asphalt D le rive Con cre Sign 3 Driv te 15"R No 3.12-3 C Ston e INV P eW =36 Rich w or F -54 3.56 all Asphalt Dr ard orm ive DRAIN MANHOLE Ida erly UPo RIM=366.92 & C INV.A/B/C=364.02 Mur le ray UPo le Pier Stop B 12"RCP .00' 33 . 1 Sign N 2- Asphalt Dr Mar ow or F 3-58 ive 24" 100 A 12"RCP y Ve orm CM zz u t erly Pier Sim o & Alm P pso B n ira Pier DRA A 3 Ston IN IN Now 3.12-3- RIM DRA eW =36 LET RIM IN INLE 7.36 5 all = T Rod or Fo 9 SUM 368.75 FILL P EL=36 er rm Stre ic er DRA ED W 5 UPo k ly IN ITH D .95 Rob & Gise RIM INLET e INV =367.5 EBR t Sig le IS FILE inso lle .A INV =364.3 1 DM n Adja UPo Julie Garcia & Michelle Loza .B=3 n 1 AP 3 cen 63.8 #74 1 Now 3.12-3-6 t le 27 O w n Gar ers Now or Formerly Jo or F 4 He a o den 33.08-4-20 n n rmerly dg a Swy & Rom Ston Sto e Flag Sig rsectio eW . Inte ntuc an all Wa ne n lk h Wa 3 Now 3.12-3- ll n Fran or Fo 65 c is rm Pagn erly ane He lla dg e 3 Now 3.12-3-6 o 6 Vivia r Forme Sign 33.08-4-19 mR r Now or Formerly usso ly 12"C Traff ic SigJulie Garcia & Michelle Loza MP nal Wall Ston eW all 33 UPo . 1 2 Ric Now -3-6 le h o 9 rd & r Form Sign a - Inte Sto James & Shirley Armstrong Ash e rsec ley rly tion ne Ston R eW Now or Formerly UPo phalt uszc Wa all As yk 33.08-4-18 ll le 3 No 3.12-3 INV =3 Sw 82.4 w or F -70 9 ale Ro Th o Rev e Purn rmerly wo oc im a f Pin a b le Liv Soni es ing Trus Route Sign 12" t 33.1 Stop Sign FIL N 2 RC ED M ow - 3 -71 o P AP r 100' #74 Dor Forme BUF yl W r 27 olfe ly Ston FER eM aso Stre n nry Wa Sig 3 ll et No 3.12-3 Joh w or F -73 n& orm G loria erly Sto UPo n G Sig uy Wire SEW Giu ne W UPo nta le RIM ER MAN DR =387 .21 all RIM =385 Ston = Curb INV INV 386.93 HOLE le eM AIN .91 Wire aso =3 nry Fen Wa 79.93 INL ll ce ET 2008 Crompond Road Realty Corp. 00' 3 3 . 100. N 1 2 Step ow or -3-4 hen Form Now or Formerly & Daw erly 33.08-5-23 Asp n Bo c ek halt Sign MPH P arkin g FIL Ston Are ED M eW A all a P #7 427 3 Now 3.12-3- Jos or F 1 e p o rm h & erly Asp Cala Elizab ha Swa lt bre e se th le UPo le UPo As pha lt Sw UPo le a le le Asp ha Ston Driv lt e 33.0 Asph e W N o w 8 - 6 - o 1 2 Mic r Form all alt Asp ha h a erly Driv lt Swale Trap el & Kim e ane se Ston UPo eW le UPole all 33.0 N 8 Roy ow or -6-1 UPo R nz Forme le FIL ED M e A P #7 & Jo a, Gary rly hn R R 427 enz enza a Stone Wall DATUM: NGVD29 (SOURCE:TOWN OF CORTLANDT PHOTO CONTROL POINT) WETLAND DELINEATION ADJUSTED PER ACOE COMMENTS BASED ON SITE SITE PLANS HEREON PRESENTED HAVE BEEN PREPARED WITH REFERENCE TO THE PROPERTY LINE AND WETLAND BOUNDARY SURVEY INFORMATION TOPOGRAPHIC DATA BY DONALD J. DONNELLY, L.S. BY DANIEL T. MERRITTS. SURVEY DATED 01/04/2024 DATE OF AERIAL PHOTOGRAPHY: 05/04/2012 DONNELLY AND SURVEYING, P.C. INSPECTION ON 06/20/2018. FOLLOWING SOURCES: SOURCE: NOTE: C:\Users\MaiaEgan\DC\ACCDocs\DTSP\0812_Evergreen Manor-Cortlandt\Project Files\DTS\2025 Master Site Plan\SP-0.1 Main Acc Dr - Existing Conditions.dwg Page 78 1 4/21/26 GRADING & AVERAGE GRADE EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 6.19.25 NTS MTT A0.0 MS Page 79 EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 6.28.25 NTS MTT A0.1 MS Page 80 EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 4.21.26 NTS MTT A0.2 MS Page 81 EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 4.21.26 NTS MTT A0.3 MS Page 82 EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY RENDERING 2023-10 4.21.26 NTS MTT A0.4 MS Page 83 1 4/21/26 GRADING & AVERAGE GRADE STORAGE STORAGE ELEV LOBBY TOILET MC SERVERY UNIT UNIT UNIT UNIT TOILET UNIT EXPIRES 3.31.2028 UNIT MC DIRECTOR ARCHITECT : MC DINING RM UNIT 20 SEATS STEIN TROOST LLC MC ACTIVITY UNIT DIRECTOR UNIT UNIT UNIT MC COURTYARD MC LIVING RM MC ACTIVITY RM MC GARDEN BRAIN GYM UNIT UNIT UNIT MC SALON LAUNDRY TOILET UNIT UNIT UNIT UNIT UNIT UNIT STORAGE TEL/ RCA DATA/ RCA ELEC STOR JC UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY LEGEND FIRST FLOOR PLAN 22557 GSF COMMON AREAS FIRST FLOOR 26 UNITS, 32 BEDS UNITS PLAN CORRIDORS ADMINISTRATION/BACK OF 2023-10 HOUSE 5.19.25 PROGRAM SUMMARY 100 UNITS, 118 BEDS 3/32"=1'-0" MTT A1.0 96,850 GSF MS Page 84 1 4/21/26 GRADING & AVERAGE GRADE FAMILY FAMILY WAITING WAITING DINING RM PUB AREA LOBBY AREA MULTI-PURPOSE RM KITCHEN BAR PACKAGES MAIL BIZ ELEVATOR TOILET LOBBY ADMINISTRATION LAUNDRY LIBRARY UNIT UNIT TOILET UNIT MDF EXPIRES 3.31.2028 HOUSE UNIT UNIT ARCHITECT : KEEPING STEIN TROOST LLC SPRINKLER UNIT RM STAFF UNIT BREAK RM UNIT UNIT UNIT ELEC & MECH RM UNIT UNIT UNIT LAUNDRY LAUNDRY TOILET UNIT UNIT UNIT UNIT UNIT TOILET UNIT UNIT TEL/DATA/ELEC RCA TOILET UNIT JC STORAGE UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY LEGEND SECOND FLOOR PLAN 37890 GSF COMMON AREAS SECOND FLOOR 31 UNITS, 35 BEDS UNITS PLAN CORRIDORS ADMINISTRATION/BACK OF HOUSE 2023-10 5.19.25 3/32"=1'-0" MTT A2.0 MS Page 85 1 4/21/26 GRADING & AVERAGE GRADE UNIT DINER PARTY RM UNIT UNIT WELLNESS OPEN TO BELOW TOILET UNIT UNIT ELEVATOR TOILET LOBBY UNIT STORAGE UNIT UNIT UNIT UNIT TOILET UNIT UNIT UNIT UNIT UNIT EXPIRES 3.31.2028 UNIT UNIT ARCHITECT : UNIT STEIN TROOST LLC UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT LAUNDRY LAUNDRY TOILET UNIT UNIT UNIT UNIT UNIT UNIT TEL/DATA/ELEC STORAGE RCA UNIT JC UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY LEGEND THIRD FLOOR PLAN 36403 GSF COMMON AREAS THIRD FLOOR 43 UNITS, 51 BEDS UNITS PLAN CORRIDORS ADMINISTRATION/BACK OF 2023-10 HOUSE 5.19.25 3/32"=1'-0" MTT A3.0 MS Page 86 1 4/21/26 GRADING & AVERAGE GRADE EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY ROOF PLAN ROOF PLAN 2023-10 6.19.25 3/32"=1'-0" MTT A4.0 MS Page 87 1 4/21/26 GRADING & AVERAGE GRADE NORTH ELEVATION 3/32"=1'-0" EXPIRES 3.31.2028 ARCHITECT : STEIN TROOST LLC WEST ELEVATION 3/32"=1'-0" SOUTH ELEVATION 3/32"=1'-0" BENCHMARK CORTLANDT CROMPOND RD CORTLANDT, NY ELEVATIONS 2023-10 EAST ELEVATION 6.19.25 A5.0 3/32"=1'-0" 3/32"=1'-0" MTT MS Page 88 4 40 2.0% 2.0% 40 Pitch 9 10 0 1 4/21/26 GRADING & AVERAGE GRADE 7 6 40 Tw 0 Bw 385 . 6 .5 0 3 3 4 96 86 Tw +3 .5% Bw +3 6.5 2 FLUSH CURB 386 .5 39 66 MAX. PITCH 1.5% +385.0Tw 386 Pitch 376 38 8 386 6 +38 5.0 386.35+ Pi Tw FLUSH CURB tc Pitch h E 38 HP AN 38 Pitch 7 EL 7. 26 + FIR 38 8 Tw 40 7 .0 7 4 75 Tw 3 +3 .0 Pitch 85 Pitch h +3 tc 0% 6 Pi . 386 1 38 .5 w E 0 86 0T 37 AN Bw 9 +3 8. w EL T 40 .5 0Bw h .5 +386.5 ti c FIR 97 7 39 87. P +3 +3 374 EXPIRES 3.31.2028 ARCHITECT : 5 .7 86 +386.0 STEIN TROOST LLC +3 386 Pi +385.0Tw tc h +374.0Bw Pitch 5 .7 2. 85 0 % +3 38 6. 5+ .4 86 +3 H S 360 4 U RB . 86 386 L F CU + 73.0Tw +3 % +374.0 5 5+ 3 2 2. +386.5 6. 38 10 8 6 3 +366.0Bw 0+ 386.0+ 7. +373.0Tw 38 +386.25 386.25+ 358 0 37 364 +374.0 354 360 386 Tw 4 .0 7 +373.0Bw +3 T w Bw 9.0 .0 6 368 384 +377.0Tw 376 +3 64 38 0 370 +3 +367.0Tw 382 3 68 366 364 378 362 384 360 358 376 374 372 370 BENCHMARK CORTLANDT 368 356 358 360 366 362 364 370 37 37 376 2 4 378 CROMPOND RD CORTLANDT, NY NYSBC AVERAGE GRADE CALCULATION 2023-10 5.19.25 1/16"=1'-0" MTT A6.0 MS Page 89 PLANS FOR 1201 OREGON ROAD PROPOSED ALTERATION TOWN OF CORTLANDT MANOR, WESTCHESTER COUNTY, NEW YORK MARCH 2025 REVISED: MARCH 2026 INDEX OF DRAWINGS 1 EXISTING CONDITIONS PLAN 2 PROPOSED CONDITIONS PLAN 3 SOIL EROSION AND SEDIMENT CONTROL DETAILS 4 DETAILS 1201 OREGON ROAD 5 RETAINING WALL DETAILS 1201 OREGON ROAD 6 RETAINING WALL CALCULATIONS WARNING: IT IS A VIOLATION OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2, FOR ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER THIS DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 PREPARED BY: AC ENGINEERING, PLLC 9 DUNHILL DR. SOMERS, NY 10589 (914) 260-4239 EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM LOCATION MAP ORTHOIMAGE HTTP://ACENGINEERINGPLLC.COM SITE PHOTO #1 SITE PHOTO #2 SITE PHOTO #3 SITE PHOTO #3 WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC CS PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE (914) 260-4239 PROPOSED OFFICE RENOVATION ALTERING PERSON SHALL COMPLY WITH THE PROJECT NO. MARCH 2025 HTTPS://ACENGINEERINGPLLC.COM REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM COVER SHEET CM-120OR-SD Page 90 LOCATION PLAN N.T.S. SOILS MAP N.T.S. WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 1 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM EXISTING CONDITIONS SITE PLAN CM-1201OR-SD Page 91 ZONING SCHEDULE TOWN OF CORTLAND ZONE / USE : CC ITEM REQUIRED EXISTING PROVIDED 7,500 SQ FT 74,146.5 SQ FT NO MINIMUM LOT SIZE (SQ. FT.) CHANGE 60 FEET 183'-6" NO MINIMUM LOT WIDTH (FEET) CHANGE MINIMUM FRONT YARD 30 FEET 11'-8" NO ZONE / USE : R-10 (FEET) CHANGE ITEM REQUIRED EXISTING PROVIDED MINIMUM EACH SIDE YARD 10 FEET 56'-4", 73'-1 1/2" NO (FEET) CHANGE MINIMUM LOT SIZE (SQ. FT.) 10,000 SQ FT 74,146.5 SQ FT NO CHANGE MINIMUM 2 SIDE YARDS 20 FEET 129'-5 1/2" NO (FEET) CHANGE MINIMUM LOT WIDTH (FEET) 75 FEET 183'-6" NO CHANGE MINIMUM REAR YARD (FEET) 10 FEET 183'-10" NO CHANGE MINIMUM FRONT YARD 30 FEET 11'-8" NO (FEET) CHANGE MINIMUM EACH SIDE YARD 10 FEET 56'-4", 73'-1 1/2" NO (FEET) CHANGE PRINCIPAL BLDG. 25% 2.3% NO COVERAGE (PERCENT) CHANGE MINIMUM 2 SIDE YARDS 20 FEET 129'-5 1/2" NO (FEET) CHANGE MINIMUM LANDSCAPE 30% 77% 78% COVERAGE (PERCENT) MINIMUM REAR YARD (FEET) 10 FEET 183'-10" NO CHANGE MAXIMUM BUILDING FLOOR 12,000 NO 4897.75 SQ. FT. CHA AREA (SQ. FT.) NG E PRINCIPAL BLDG. 65% 2.3% NO COVERAGE (PERCENT) CHANGE NO MAXIMUM HEIGHT (STORIES) 2 1/2 2 CHANGE MINIMUM LANDSCAPE 50% 77% NO STORIES STORIES COVERAGE (PERCENT) CHANGE NO NO MAXIMUM HEIGHT (FEET) 35 FEET 25 FEET CHANGE MAXIMUM HEIGHT (STORIES) 2 1/2 2 CHANGE STORIES STORIES NO PARKING MAXIMUM HEIGHT (FEET) 35 FEET 25 FEET CHANGE 2 SPACES/UNIT MULTIFAMILY DWELING 2 UNITS 4 SPACES 4 SPACES REQ. TOTAL 4 SPACES PROVIDED OFFICES- (PROFESSIONAL) 1 PER 400 SQ. FT. 1,753.8 sq. ft. 5 SPACES 5 SPACES REQ. TOTAL 5 SPACES PROVIDED BUSINESS-(OFFICES) 1 PER 400 SQ. FT. 4 SPACES (WILMAR ELECTRIC COMP.) 1,631.6 sq.ft. 4 SPACES REQ. TOTAL 4 SPACES PROVIDED ADDITIONAL SPACES 7 EXTRA SPACES PROVIDED 18 SPACES 2 HC SPACE TOTAL 20 SPACES PROVIDED WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 2 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM PROPOSED CONDITIONS SITE PLAN CM-1201OR-SD Page 92 STOCKPILE DETAIL DETAIL SP (AS NECESSARY) CONSTRUCTION ENTRANCE FILTER FABRIC DROP INLET DETAIL CE DETAIL FF CONCRETE WASHOUT DETAIL CW WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. SOIL EROSION AND SEDIMENT CONTROL EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 3 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, CORTLANDT MANOR, NY 10567 DETAIL DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC 9 DUNHILL DR. SF ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM SOIL EROSION AND SEDIMENT CONTROL PLAN CM-1201OR-SD Page 93 Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 2" x 6' steel posts or approved equal. 5" thick layer of mulch. Maintain existing 4'-0" grade with the tree protection fence unless otherwise indicated on the plans. SECTION VIEW WATER SERVICE CONNECTION DETAIL J LIGHTPOST DETAIL TREE PRESERVATION DETAIL DETAIL LP SECTION TP LIGHTPOST DETAIL DETAIL LP LK WA TE RE NC CO RB CU C. CON 0" 3'- TURF DRIVEWAY CONCRETE APRON ISOMETRIC VIEW SECTION H PAVEMENT RESTORATION DETAIL SECTION B EXTERIOR LIGHT SPECIFICATION DETAIL LP WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 4 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM DETAILS CM-1201OR-SD Page 94 REDI-ROCK RETAINING WALL ELEVATION RW PROPOSED WALL - SECTION REDI-ROCK RETAINING WALL PROPOSED ANGLED WALL - SECTION REDI-ROCK RETAINING WALL PROFILE PROFILE WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 5 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM RETAINING WALL DETAILS CM-1201OR-SD Page 95 WARNING: IT IS A VIOLATION OF NEW YORK ANDY CHEUNG, P.E. DRAWN BY: AC WILMAR ELECTRIC DRAWING NO. EDUCATIONAL LAW, SECTION 7209.2, FOR ANY AC ENGINEERING, PLLC 6 PERSON, UNLESS HE IS ACTING UNDER THE DESIGNED BY: AC 1201 OREGON ROAD, DIRECTION OF A LICENSED PROFESSIONAL CHECKED BY: AC CORTLANDT MANOR, NY 10567 9 DUNHILL DR. ENGINEER OR LAND SURVEYOR, TO ALTER THIS APPROVED BY: AC SOMERS, NY 10589 SECTION 13.9 BLOCK 3 LOT 5 DOCUMENT IN ANY WAY. IF ALTERED, THE ALTERING PERSON SHALL COMPLY WITH THE FEBRUARY 20, 2026 (914) 260-4239 HTTPS://ACENGINEERINGPLLC.COM PROPOSED OFFICE RENOVATION PROJECT NO. REQUIREMENTS OF NEW YORK EDUCATIONAL LAW, SECTION 7209.2 N.Y.P.E. LIC. NO. 084461 DATE REV DATE DESCRIPTION DATE CREATED EMAIL: ACHEUNG@ACENGINEERINGPLLC.COM RETAINING WALL CALCULATIONS CM-1201OR-SD Page 96 UNAUTHORIZED ALTERATIONS TO THIS DRAWING IS A VIOLATION OF PART 69.5 (B) EXISTING CURB CUT AND EGRESS OFF ARLO LANE TO EXISTING BUILDING AND PARKING ON SITE TO BE PROJECT INFORMATION DATA: OF THE N.Y.S. EDUCATION LAW. REMAIN UNCHANGED UNCHANGED AS PART OF THIS APPLICATION AND UNAFFECTED BY THE PROPOSED CHANGE OF USE IN 1. MUNICIPALITY: TOWN OF CORTLANDT THIS PLAN IS NULL AND VOID UNLESS IT ADJACENT BUILDING BEARS THE ORIGINAL SEAL AND SIGNATURE 2. TOWN TAX MAP DESIGNATION: SHEET: 34.6, BLOCK: 1, LOT 1 OF THE ARCHITECT. 3. TOTAL LOT AREA: 217,810 SF (5.0002 ACRES) Drawn by: Checked by: 4. ZONING DISTRICT: MD ( DESIGNED INDUSTRIAL) SJB SJB SITE LANE 5. OWNER: MARIC FAMILY LIM PARTNER / MARIC 1903 LLC PARKING SPOT 19-53 46TH ST, ASTORIA, NY 11105 ELEV=328.3' Project # Dwg. Date ARLO 6. APPLICANT: MARIC FAMILY LIM PARTNER / MARIC 1903 LLC BUILDING 19-53 46TH ST, ASTORIA, NY 11105 10/21/25 7. SITE PLAN PREPARED BY: BEAR SJB ARCHITECTURE + DESIGN MOU ENTRY FLR 18 LAKEVIEW AVE E, CORTLANDT MANOR, NY 10567 NTAIN ELEV=326.04' 1 Revisions STAT E PKWY ACCESSIBLE EGRESS PATH FROM PARKING 7. SITE LOCATION: 01/15/26 TOWN COMMENTS 1 TO ENTRANCE AT 4.1% SLOPE WHERE 2329 ARLO LANE MAXIMUM IS 5% CORTLANDT MANOR, NY 10567 2 03/23/26 PB COMMENTS 3 - 8. SURVEY INFORMATION OBTAINED FROM SURVEY PREPARED BY: CROMPOUND RD WARD CARPENTER ENGINEERS INC. - 76 MAMARONECK AVENUE - LOCATION MAP - NTS WHITE PLAINS, NY 10601 DATED DECEMBER 23, 2020 - OUTLINE OF PARKING - MANEUVERING LANE AND - EMERGENCY APPARATUS ACCESS ROAD SPECIAL UNDERGROUND UTILITIES NOTE: - PRIOR TO ANY EXCAVATION ALL UNDERGROUND UTILITIES MUST BE LOCATED. - CALL 1-800-962-7962, CODE RULE #753, www.digsafelynewyork.com - OVERALL SITE PLAN 1 SCALE - 1" = 60'-0" PARKING SIGNAGE 1 1. REMOVE "NO PARKING" SIGNS ALONG REAR OF BUILDING. 4" FIRE SERVICE LINE 1 2. MAINTAIN EXISTING "NO PARKING" SIGNS ALONG 2" DOMESTIC WATER HILLSIDE AT SOUTH END OF BUILDING EXCEPT IN 1 PROPOSED FREE STANDING 2 SERVICE LINE AREA OF ACCESSIBLE PARKING SPACE SIGN - SEE NOTE AND RENDERING BELOW SAME 3. EMPLOYEE PARKING SPACES #8-11 AT REAR OF PAGE BUILDING SHALL BE DELINEATED WITH SIGNS GRASS LAWN AREA STATING "EMPLOYEE PARKING". TO REMAIN ACCESSIBLE 37 FT INSIDE TURNING RADIUS PARKING EXCEEDS REQUIRED FOR GARBAGE GRASS LAWN AREA TRUCK AND FIRE TRUCK AT 60° TURNS TO REMAIN 2 R3 7 1 AERIAL VIEW - NTS '-0 18.0' typ. FIRE TRUCK TURNING " APPROXIMATE LOCATION OF EXISTING GRASS LAWN AREA CODE COMPLIANCE I CERTIFY THAT THESE DOCUMENTS WERE PREPARED RADIUS PATH EXISTING VESTIBULE TO BE TO REMAIN OR APPROVED BY ME, AND THAT I AM A DULY SEPTIC FIELDS - UTILITY AND SEPTIC ALL WORK SHALL CONFORM TO THE 2025 NYS UNIFORM REMOVED LICENSED ARCHITECT UNDER THE LAWS OF N.Y.S. 9.0' typ. LOCATIONS SHOWN HERE ARE FOR BUILDING CODE, NFPA 17, NFPA 70 AND ALL OTHER 1 REGISTERED THROUGH JULY 31, 2026 1 DESIGN DEVELOPMENT ONLY - ACTUAL APPLICABLE MUNICIPAL, STATE, AND FEDERAL RULES AND LOCATIONS TO BE VERIFIED IN FIELD REGULATIONS. 8'-0" 55.0' ACCESSIBLE PATH TO ENTRY PRIOR TO PERMITTING 2025 Fire Code of NYS (FCNY) EXISTING SEPTIC TANK SECTION 503 - Fire Apparatus Access Roads 1 503.1.1 Buildings and facilities R5 6.0 The fire apparatus access road shall extend to within 150 feet of all ' 32 25 26 22 23 24 portions of the facility. 2 21 Exceptions: The fire code official is authorized to increase the dimension 20.0' AREA OF BUILDING TO BE CONVERTED TO AUTO REPAIR AREA OF BUILDING TO REMAIN SELF STORAGE of 150 if building is equipped throughout with an approved automatic PARKING SPACES INCLUDED sprinkler system. WITHIN BUILDING 37 FT INSIDE TURNING RADIUS 20 FOOT FIRE 3 1 EXCEEDS REQUIRED FOR GARBAGE 503.2.1 Dimensions APPARATUS ACCESS TRUCK AND FIRE TRUCK AT 60° TURNS R3 Fire apparatus access roads shall be an unobstructed width of not less ROAD ON SOUTH 31 7'- than 20 feet. END OF BUILDING 0" 20 FOOT FIRE APPARATUS ACCESS BEHIND PROPOSED 4 PROPOSED - 20 foot wide access road provided from street entrance to PARKING SPACES ROAD ON NORTH END OF BUILDING ACCESSED FROM LOADING DOCK 1 north and south ends of building. AREA 1 LANE BEHIND Distance between ends of access roads along rear face of building is PARKING AND 5 27 28 29 Town of Cortlandt FIRE TRUCK TURNING 220 feet. 220 / 2 = 110 feet (less than the 150 ft req'd. AROUND BUILDING 30 RADIUS PATH Special Permit Compliance for Automotive body shop SHALL BE STRIPED R3 Building is proposed to be equipped throughout with an approved WITH 1-WAY 7'- 0" 6 automatic sprinkler system. ARROWS AS SHOWN 307-62 Automative body and paint shop 256.0 FT BETWEEN ACCESS ROADS - HALF DISTANCE 128.0 FEET - BELOW MAXIMUM PERMITTED 150.0 FT 1. Minimum distance from public and semipublic uses: 200 feet Client Town of Cortlandt Zoning Code WASTE OIL & FUEL PICKUP Proposed use is 425 ft measured horizontally from 7 LOCATION - IF NEEDED 1 closest public or semipublic use - Lakeland School Article VIII - Off-Street Parking Requirements 20 district - Lincoln Titus Elementary School property. MARIC FAMILY LP & 307-29 Table of Req'd Off-Street Parking Spaces C. The Planning Board will fix the appropriate number of parking spaces .0' 2. Minimum frontage 100 feet Property Frontage in front of proposed use exceeds MARIC 1903 LLC required for a particular use by considering the suggested standards 8* 9* 10* 11* 12 13 14 15 16 17 18 19 20 450 feet. herein, as well as information provided by the applicant as to the 1 requirements of the use, as well as generally accepted standards of the 3. Surface Improvements ' .0 planning and engineering professions. All driveways, parking and standing areas are paved 14 with asphalt or concrete. 14.0' Required EXISTING WOOD DECK AND 4. No service aprons abut adjoining streets or highways and Project Self Storage Facility - 1 / 10,000 SF of gross floor area & 1 per employee STEPS TO REMAIN Area of Self Storage = 9,500 SF = 1 space NEW 6 FT HIGH there shall be no dumping of waste materials, such as oil or Employee - 1 per shift - 1 space CHAIN LINK TRASH grease on site. TOTAL REQUIRED - 2 spaces ENCLOSURE - 20FT X 9FT WITH 5. There shall be no motor vehicle sales on site. Auto Collision Auto Repair Service - 1 / 150 SF of gross floor area 1 LOCKABLE GATE Repair Shop 14 FOOT MANEUVERING AND PRIVACY Area of Garage = 6,300 SF / 150 = 42 spaces LANE ON EAST SIDE OF SLATS - SEE TOTAL REQUIRED 42 spaces 14 FOOT MANEUVERING BUILDING BEHIND * SPACES #8-11 SHALL TO BOTTOM OF GRASS SLOPE SHALL BE CLEARED TO SPECIFICATIONS TOTAL REQUIRED FOR BUILDING - 44 SPACES PROPOSED PARKING 1 BE DESIGNATED EMPLOYEE LANE ON EAST SIDE OF ALLOW MINIMUM WIDTH OF MANEUVERING LANE AS SAME PAGE 2329 Arlo Lane BUILDING BEHIND SPACES PARKING - SEE PARKING PROPOSED SITE PLAN SHOWN - STABILIZE ADJACENT HILL AT MAX 1:2 Cortlandt Manor, NY 10567 MAXIMUM PRACTICABLE PROVIDED FOR BUILDING = 32 SPACES SIGNAGE NOTE BELOW 2 SCALE - 1" = 20'-0" PROPOSED PARKING SPACES SLOPE AND PAVE AREA OF LANE WITH ASPHALT TO MATCH EXISTING - VERIFY UTILITIES AS PER NOTE 307-33 Dimensions of parking spaces BELOW 1 Stall Width 9 feet - provided 9 feet 1 Dwg. Name Stall Depth 18 feet - provided 18 feet SIGNAGE AND LIGHTING GENERAL NOTES: SITE PLAN Maneuvering Aisle Width 45° Angle of Parking - 1 Way - 14 feet - provided 14 feet ADA PARKING GENERAL NOTES 1. THERE ARE NO EXISTING SITE LIGHTING FIXTURES AND NO ADDITIONAL SITE LIGHTING IS PROPOSED AT THE TIME OF THIS 1. NO AUTO BODY REPAIR SHALL OCCUR OUTSIDE OF THE BUILDING. 46° to 60° Angle of Parking - 1 Way 18 feet - provided 20 feet APPLICATION. SIGNAGE CODE COMPLIANCE 2. NO SALVAGING OR "JUNKING" OF VEHICLES SHALL OCCUR ONSITE. - 2. EXISTING FULLY SHIELDED WALL SCONCES AT EGRESS DOORS AND AROUND PERIMETER OF BUILDING TO BE REMAIN UNCHANGED. 307-34.1 SPECIAL PERMITS FOR PARKING ADA PARKING ONLY SIGN 2 SEE PREVIOUSLY APPROVED PHOTOMETRIC SITE LIGHTING PLAN INCLUDED WITH THIS APPLICATION. 3. NO FLOOR DRAINS EXIST WITHIN THE BUILDING THEREFORE NO OIL SEPARATORS ARE SHALL BE MOUNTED AT C. Minimum standards for issuing a special permit parking for/parking: 3. PROJECT DOES REQUIRE COMPLIANCE WITH TOWN CODE CHAPTER 307 SECTION 307-12.3-B.2.b AS THE COST OF THE PROPOSED PROPOSED. END OF ACCESSIBLE (1) The application shall indicate the category or categories of parking ALTERATION WILL NOT EXCEED 50% OF THE MARKET VALUE OF THE STRUCTURE. PARKING SPACE Sheet # relief requested. 4. PROPOSED HOURS OF OPERATION - MO-FR 8AM TO 6PM - SAT-SUN 9AM TO 12PM. BETWEEN 5' & 7' ABOVE 4. SIGNAGE FOR PROPOSED AUTO-REPAIR BUSINESS SHALL BE FREESTANDING AS SHOWN ON THE SITE PLAN. SKETCH RENDERING OF THE GROUND MEASURED SIGN IS SHOWN BELOW ON SAME PAGE. SIGNAGE SHALL CONFORM TO TOWN OF CORTLANDT CODE CHAPTER 245 AND SHALL BE 307-34.1 A(1) Waived parking - The applicant proposes to provide 32 5. ALL REFUSE PICKUP SHALL BE BY PRIVATE CHARTER. THE TOWN OF CORTLANDT WILL TO THE BOTTOM OF THE PRESENTED FOR REVIEW BEFORE THE ARCHITECTURAL REVIEW COUNCIL. A-100 parking spaces where 44 are required as calculated above. A waiver of NOT SERVICE THE SITE. SIGN. 28% (12 spaces) is requested. 5. FREESTANDING SIGN SHALL BE ILLUMINATED FROM GROUND LIGHTING ONLY DURING BUSINESS HOURS AND WILL AUTOMATICALLY 6. TURNING RADIUS SHOWN ON PLAN FOR FIRE TRUCKS EXCEED REQUIREMENTS FOR 30 FT A reasoning for the requested waiver was provided in the narrative TURN OFF BY 10PM EACH EVENING. CONCEPTUAL PUMPER TRUCK (35 FT RADIUS) AND 35 FT RESCUE TRUCK (35 FT RADIUS) 2 prepared by this office on October 21st, 2025 and submitted to the PB FREE STANDING SIGNAGE RENDERING ACCESSIBLE PARKING SIGNAGE and Town on October 27, 2025. SCALE - NTS SCALE - NTS Page 97 UNAUTHORIZED ALTERATIONS TO THIS DRAWING IS A VIOLATION OF PART 69.5 (B) OF THE N.Y.S. EDUCATION LAW. THIS PLAN IS NULL AND VOID UNLESS IT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT. OIL TANK Drawn by: Checked by: SJB SJB 13'-9" Project # Dwg. Date PAINT BOOTH 10/21/25 37'-1112" 18'-1014" 16'-2" 7'-0" UNALTERED EXISTING STORAGE USE Revisions EQUIPMENT ROOM 1 01/15/26 TOWN COMMENTS 2 - 3 - 27'-0" 7'-0" - - MODELNUMBER TRADENAME PRODUCT MATERIAL - 1 MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL - MECH. ROOM - MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL - - - OVERALL KEY PLAN TENANT SPACE BE ALTERED ADA ACCESSIBILITY GUIDELINES 1 SCALE - 1/16" = 1'-0" AS PER ICC/ANSI A117.1 2009 STORAGE 303.2 & 3 - Changes in Level. Changes in level up to 1/4 in (6.4mm) shall be permitted to be vertical. Changes in level between 1/4 in and 1/2 in B (6.4mm and 13mm) shall be beveled with a slope no greater than 1:2 . A 30'-1" 5'-0" CLEAR 17'-3" 6'-10" 6'-1012" 6'-5" 19'-612" 309.4 Operation. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.0 pounds maximum. 4'-6" CLEAR 4'-0" 606.4 Faucets. Faucets shall comply with 309.4 above. Hand-operated 5' 2'-6" -0 4'-0" CLEAR metering faucets shall remain open for 10 seconds minimum. "C 5'-0" CLEAR C LE 606.6 Exposed Pipes and Surfaces. Water and drain pipes under ED AR lavatories and sinks shall be insulated or otherwise configured to protect U IR FT AN Q 0 PROPOSED EQUIPMENT against contact. There shall be no sharp or abrasive surfaces under RE 37. C N DESIGNATION - SEE SPEC E IO = ACCESS TO 4'-8" lavatories and sinks. " 1'-0" SHEETS SAME PAGE BELOW -0 RAT FT 4'-0" ' 1 A .0 STORAGE ABOVE 2'-0" 603.3 Mirrors. Mirrors shall be mounted with the bottom edge of the 11 SEP 11 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED 1 reflecting surface 40 in maximum above the finish floor. N CE OF OR APPROVED BY ME, AND THAT I AM A DULY A 3 T LICENSED ARCHITECT UNDER THE LAWS OF N.Y.S. ST 1/ F DI L - 9.0 REGISTERED THROUGH JULY 31, 2026 902.4 Height of work surfaces (for service sink counter) The tops of work IT L 7 EX ERA - MAIN FLOOR MODELNUMBER TRADENAME PRODUCT MATERIAL surfaces shall be 28 inches minimum and 34 inches maximum in height above the floor. B . IN V ED M 3 O VID OFFICE 1/ RO P 10'-112" IBC SECTION 1209 - TOILET & BATHROOM REQUIREMENTS MODELNUMBER TRADENAME PRODUCT MATERIAL 1209.2.1 - Floors and wall bases - Toilet room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such 2'-0" 5' floors with walls shall have a smooth, hard nonabsorbent vertical base that -0 " BATH C 4'-0" LE AR extends upward onto the walls not less than 4 inches. 4'-8" 1'-0" AN TRADENAME PRODUCT MATERIAL MODELNUMBER C E 5' 5'-0" CLEAR -0 1209.2.2 - Walls and partitions. - Walls and partitions within 2 feet of BATH "C 4'-0" CLEAR service sinks, urinals and water closets shall have a smooth, hard, MODELNUMBER TRADENAME PRODUCT MATERIAL LE nonabsorbent surface, to a height of not less than 4 feet above the floor, B AR and except for structural elements, the materials used in such walls shall be 2'-6" AN MODELNUMBER TRADENAME PRODUCT MATERIAL of a type that is not adversely affected by moisture. C E 16'-6" 4'-0" 5' -0 4'-6" CLEAR "C BATH LE RECEPTION AR AN 1 C TOILET ROOM FINISH NOTES E 5'-0" CLEAR SEE SHEET A-103 FOR Install 4"x4" white ceramic tile on all floor surfaces of toilet rooms with a single 4"x4" tile return up the wall as a base. Grout and seal all joints to ENTRANCE MODIFICATION Client MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL provide waterproof seal. 3 PROPOSED ADA COMPLIANT BATHROOMS Bathrooms walls behind and adjacent to water closets shall receive 4"x4" white ceramic tile to a minimum of 48" above finished floor surface. Grout 1 SCALE - 1/2" = 1'-0" MARIC FAMILY LP & and seal all joints. SPILL PREVENTION PLAN: PROPOSED AUTO REPAIR SHOP PLAN MARIC 1903 LLC 2 SCALE - 1/4" = 1'-0" 1. BUSINESS SHALL MAINTAIN VISIBLE ON-SITE SPILL KIT AT ALL TIMES CONTAINING THE FOLLOWING: -- SPILL ABSORBENT SOCK OR BOOM CAPABLE OF 12 GALLON CAPACITY MINIMUM -- GRANULAR ABSORBENT MATERIAL (IE. "QUICK'SORB") MINIMUM 20 LB PAIL -- NITRIL GLOVES AND SAFETY GOGGLES -- PUSH BROOM Project 2. PROCEDURE AS FOLLOWS: -- -- STOP THE FLOW AT THE SOURCE CONTAIN THE SPREAD USING THE BOOM AND GRANULAR ABSORBENT Auto Collision -- CLEAN UP USING BROOM AND HAZARDOUS WASTE CONTAINER Repair Shop 2329 Arlo Lane 1 Cortlandt Manor, NY 10567 WATER CLOSET DETAIL ATLAS 8,000 LB CAPACITY 2 POST LIFT SCALE : NTS A N.T.S. Dwg. Name PROPOSED ALTERATION FLOOR PLAN - FENCE SLAT DETAIL SCALE - N.T.S. Sheet # FENCE SLATS: A-101 - Pexco Brand 6 ft X 1 inch Black HDPE Fence Slats - Shall be installed in each vertical line of * TAKEN FROM PLAN PREVIOUSLY APPROVED BY THE openings from top to bottom rail along the ATLAS SLP-9K COMMERCIAL GRADE PROPOSED TRASH ENCLOSURE* TOWN OF CORTLANDT - CREATED BY DESIGN length of the fence. 9,000 LB SCISSOR LIFT - (FULL RISE) LAVATORY SECTION DETAIL 3 SCALE - NTS DEVELOPMENT, PLLC 165 MAMARONECK AVE, FL. 2 WHITE PLAINS, NY 10601 - LAST REVISED 12/09/21 C ATLAS BENCH RACK W/ SCISSOR LIFT B SCALE : NTS N.T.S. N.T.S. Page 98 UNAUTHORIZED ALTERATIONS TO THIS DRAWING IS A VIOLATION OF PART 69.5 (B) OF THE N.Y.S. EDUCATION LAW. PREVIOUSLY APPROVED PLAN FROM 2021 CURRENTLY PROPOSED MIXED USE PLAN THIS PLAN IS NULL AND VOID UNLESS IT BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT. 2025 BC OF NYS COMPLIANCE 2025 BC OF NYS COMPLIANCE Drawn by: Checked by: CHAPTER 3 - Use & Occupancy Classification CHAPTER 3 - Use & Occupancy Classification SJB SJB STORAGE Group 'S' STORAGE Group 'S' Section 311.2 - Storage Group S-1 Section 311.2 - Storage Group S-1 MIXED USE FACTORY Group 'F1' CHAPTER 6 - Types of Construction Section 306.2 - Moderate -hazard factory industrial Group F-1 STORAGE #2 USE- Project # Dwg. Date GROSS FLOOR Construction Type IIB 01/15/26 CHAPTER 6 - Types of Construction Construction Type IIB CHAPTER 9 - Fire Protection Systems AREA = 6,300 SF Revisions CHAPTER 9 - Fire Protection Systems FIRE SPRINKLER SYSTEM NOTES: 1 - 903.2.9 - Sprinkler system is required in a S1 - Storage Group FIRE SPRINKLER SYSTEM NOTES: 2 - Use - System design was previously approved and is being 903.2.9 - Sprinkler system is required in a S1 - Storage Group installed in entire building. 3 - Use - System design was previously approved and is being FIRE ALARM AND DETECTION SYSTEM NOTES: installed in entire building. - 907.2.10.1 Public and self storage ocupancies - No fire FIRE ALARM AND DETECTION SYSTEM NOTES: - alarm system is required for single story self storage use. 907.2.10.1 Public and self storage ocupancies - No fire - alarm system is required for single story self storage use. Smoke Detectors and Carbon Monoxide Detectors shall be - installed in accordance to the 2025 BC OF NYS. 907.2.4 Group F - No fire alarm system is required for single story F uses and those with combined occupany load less - than 500. - CHAPTER 10 - Means of Egress Smoke Detectors and Carbon Monoxide Detectors shall be installed in accordance to the 2025 BC OF NYS. STORAGE #1 USE- - SECTION 100 - OCCUPANT LOAD GROSS FLOOR - TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT Storage areas - 300 gross CHAPTER 10 - Means of Egress AREA = 9,500 SF 15,800 SF Gross / 300 = 52 Occupants SECTION 100 - OCCUPANT LOAD SECTION 1005 - MEANS OF EGRESS SIZING TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT 1005.3.2 Exception 1 - Other egress components = .15 inches Storage areas - 300 gross width per occupant 9,500 SF Gross / 300 = 32 Occupants 52 occupants x .15 inches =7.8 inches Existing front egress = 36" Auto Repair areas - (Industrial) - 100 gross Existing rear egress = 36" 6,300 SF Gross / 100 = 63 Occupants SECTION 1005 - MEANS OF EGRESS SIZING 1005.5 - Distribution of minimum width and required capacity. 1005.3.2 Exception 1 - Other egress components = .15 inches Where more than one exit, or access to more than one exit, width per occupant is required, the means of egress shall be configured such * PLAN PREVIOUSLY APPROVED BY THE TOWN OF that the loss of any one exit, or access to one exit, shall not PREVIOUSLY APPROVED BUILDING USAGE PLAN * CORTLANDT - CREATED BY DESIGN DEVELOPMENT, PLLC reduce the available capacity or width to less than 50 Storage - 32 occupants x .15 inches = 4.8 inches Existing front egress = 36" - Existing rear egress = 36" 1 SCALE - 3/8" = 1'-0" 165 MAMARONECK AVE, FL. 2 WHITE PLAINS, NY 10601 percent of the required capacity or width. - LAST REVISED 12/09/21 Auto repair - 63 occupants x .15 inches =9.5 inches SECTION 1006 - EXIT ACCESS Existing front egress = 36" - Existing rear egress = 36" I CERTIFY THAT THESE DOCUMENTS WERE PREPARED 1006.2.1 Egress based on occupant load and common path OR APPROVED BY ME, AND THAT I AM A DULY 1005.5 - Distribution of minimum width and required of egress travel distance. LICENSED ARCHITECT UNDER THE LAWS OF N.Y.S. capacity. REGISTERED THROUGH JULY 31, 2026 Two exits or exit access doorways from any space shall be Where more than one exit, or access to more than one exit, provided where the design occupant load or the common is required, the means of egress shall be configured such path of egress travel distance exceeds the values listed in that the loss of any one exit, or access to one exit, shall not Table 1006.2.1. reduce the available capacity or width to less than 50 percent of the required capacity or width. TABLE 1006.2.1 Max.Occupant Load for 'S' use = 29 w/ (1) EXIT SECTION 1006 - EXIT ACCESS Max.Common Path of Egress Travel Distance with Sprinkler System = 100 feet. 1006.2.1 Egress based on occupant load and common path Proposed Occupant Load = 52 of egress travel distance. MORE THAN ONE EXIT IS PROVIDED Two exits or exit access doorways from any space shall be provided where the design occupant load or the common path of egress travel distance exceeds the values listed in CHAPTER 29 - Plumbing Systems Table 1006.2.1. SECTION 2902 - MINIMUM PLUMBING FACILITIES TABLE 1006.2.1 Max.Occupant Load for 'S' use = 29 w/ (1) EXIT TABLE 2902.1 Minimum Number of Required Plumbing Fixtures Max.Common Path of Egress Travel Distance with Sprinkler Occupancy - "S" - Storage System = 100 feet. Water closets & Lavatories - 1 per 100 occupants Proposed Occupant Load = 32 MORE THAN ONE EXIT IS PROVIDED 1 Water Closet / 1 Lavatory Required for occupancy of 52 Max.Occupant Load for 'F' use = 49 w/ (1) EXIT (4) Toilet Rooms are proposed for Use Max.Common Path of Egress Travel Distance with Sprinkler System = 100 feet. 2020 EBC of NYS COMPLIANCE Proposed Occupant Load = 63 STORAGE USE MORE THAN ONE EXIT IS PROVIDED EBC CHAPTER 6 - Classification of Work Client SECTION 603 - ALTERATION LEVEL 2 CHAPTER 29 - Plumbing Systems GROSS FLOOR SECTION 2902 - MINIMUM PLUMBING FACILITIES AREA = 9,500 SF MARIC FAMILY LP & EBC CHAPTER 10 - Change in Occupancy TABLE 2902.1 Minimum Number of Required Plumbing Fixtures Occupancy - "S" - Storage & "F" - Factory MARIC 1903 LLC Existing Use - B - Business Proposed Use - B - Business - NO CHANGE Water closets & Lavatories - 1 per 100 occupants for each Use AUTOBODY USE 1 Water Closet / 1 Lavatory Required Occupancy of 32 + 63 = 95 (less than 100) GROSS FLOOR LIGHTING / ELECTRICAL NOTES: Existing lighting fixtures to remain. Any modifications to or (4) Toilet Rooms are proposed for Use AREA = 6,300 SF Project additions of electrical fixtures requires an electrical permit and installation by a licensed electrician and shall comply 2025 EBC of NYS COMPLIANCE with the 2020 BC OF NYS. EBC CHAPTER 6 - Classification of Work Auto Collision Repair Shop MODELNUMBER TRADENAME PRODUCT MATERIAL EMERGENCY LIGHTING AND EXIT SIGNS: SECTION 603 - ALTERATION LEVEL 2 MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL A licensed electrician shall provide all necessary emergency MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL egress lighting and illuminated exit signs to comply with Chapter 10 - Section 1008 of the 2020 BC OF NYS. EBC CHAPTER 10 - Change in Occupancy 2329 Arlo Lane MECH. Cortlandt Manor, NY 10567 Existing Use - S1 - Storage Proposed Uses S1 - Storage Use & F1 - Factory Use ROOM MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL Table 1011.5 Means of Egress Hazard Categories S1 & F1 area same Relative Hazard Level 4 - No change in Dwg. Name egress requirements. Table 1011.7 Exposure of Exterior Walls Hazard Categories CHANGE OF S1 & F1 area same Relative Hazard Level 2 - No change in OCCUPANCY Fire Resistance Ratings required. PROPOSED BUILDING MISED USAGE PLAN COMPLIANCE NOTES 2 SCALE - 3/8" = 1'-0" - LIGHTING / ELECTRICAL NOTES: Existing lighting fixtures to remain. Any modifications to or additions of electrical fixtures requires an electrical permit Sheet # and installation by a licensed electrician and shall comply with the 2025 BC OF NYS. EMERGENCY LIGHTING AND EXIT SIGNS: A licensed electrician shall provide all necessary emergency egress lighting and illuminated exit signs to comply with Chapter 10 - Section 1008 of the 2020 BC OF NYS. A-102 Page 99 UNAUTHORIZED ALTERATIONS TO THIS DRAWING IS A VIOLATION OF PART 69.5 (B) OF THE N.Y.S. EDUCATION LAW. THIS PLAN IS NULL AND VOID UNLESS IT EXISTING BUILDING EXTERIOR PICTURES BEARS THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT. Drawn by: Checked by: MODELNUMBER TRADENAME PRODUCT MATERIAL SJB SJB BATH Project # Dwg. Date 01/15/26 Revisions RECEPTION 1 2 - 03/23/26 PB COMMENTS 3 - PROPOSED STOREFRONT WINDOW - IN LARGER WALL OPENING WEST FACADE - - - - PROPOSED PLANTINGS SHALL BE A MIXTURE OF DWARF BOXWOODS (Buxus microphylla), - ALTERED ENTRANCE SHALL LAVENDER (Lavandula angustifolia), BLACK-EYED MEET ALL REQUIREMENTS SUSANS (Rudbeckia hirta) AND SEASONAL - FOR ADA ACCESSIBILITY FLOWERING PLANTS SUCH AS MARIGOLDS - (Tagetes erecta). 2 AREA OF ASPHALT CUT FOR PLANTING BED FLUSH WITH CURB FLUSH STONE CURB CONCRETE BELOW EXISTING FOYER TO BE SAW CUT, EXISTING FOYER STRUCTURE REMOVED AND AREA REMOVED AND REPOURED BELOW LEVELED WITH CONCRETE LEVEL AND FLUSH W/ ADJACENT SURFACE EXISTING CONCRETE STRIP TO BE REPAIRED EXISTING CONCRETE EXISTING ASPHALT PARKING AREA PAVED AREA SOUTH FACADE SOUTH EAST CORNER PROPOSED FRONT ENTRANCE PLAN 1 SCALE - 1/4" = 1'-0" I CERTIFY THAT THESE DOCUMENTS WERE PREPARED EXISTING WINDOWS AND SIDING, COLOR, FINISHES OR APPROVED BY ME, AND THAT I AM A DULY TO REMAIN UNCHANGED LICENSED ARCHITECT UNDER THE LAWS OF N.Y.S. REGISTERED THROUGH JULY 31, 2026 EXISTING FULLY SHIELDED WALL PACK LIGHT FIXTURES TO REMAIN (TYP.) PROPOSED DOOR AWNING - 56"WIDE x 24" HIGH W/ 36" PROJECTION - BLACK METAL SEAMED PROPOSED STOREFRONT DOOR IN SAME OPENING PROPOSED STOREFRONT WINDOW IN LARGER WALL OPENING SOUTHEAST FACADE NORTHEAST FACADE 23 PROPOSED PLANTINGS SHALL BE A MIXTURE OF DWARF BOXWOODS (Buxus microphylla), LAVENDER (Lavandula angustifolia), BLACK-EYED SUSANS (Rudbeckia hirta) AND SEASONAL FLOWERING PLANTS SUCH AS MARIGOLDS (Tagetes erecta). Client EXISTING OVERHEAD DOOR AND FACADE TO REMAIN UNCHANGED PROPOSED FRONT ENTRANCE ELEVATION MARIC FAMILY LP & 2 SCALE - 1/4" = 1'-0" MARIC 1903 LLC Project NORTH FACADE NORTHEAST CORNER Auto Collision Repair Shop EXISTING FOYER TO BE REMOVED 2329 Arlo Lane Cortlandt Manor, NY 10567 Dwg. Name ELEVATIONS ENTRANCE PLAN EXISTING PICTURES - Sheet # NORTHWEST CORNER SOUTHWEST FACADE 3 EXISTING FRONT ENTRANCE SCALE - N.T.S. A-103 Page 100 LIGHTING PHOTOMETRIC PLAN PREVIOUSLY APPROVED BY THE TOWN OF CORTLANDT - CREATED BY DESIGN DEVELOPEMENT, PLLC, 165 MAMARONECK AVE, FL. 2, WHITE PLAINS, NY 10601 - LAST REVISED 02/15/22 INCLUDED IN THIS SET AS REFERENCE ONLY Page 101 JOHN J 9' 8' x 20' wood stockade fence GILCHRIST Zoning Schedule 166.8 recycling & dumpster enclosure AWE-2 Annsville Waterfront Enhancement District Ordinance Approved Proposed N49° 05' 00"E 32.0' ALT ARCHITECT 9.0' H 32.0' ASP A Professional Corporation B. (1) Dimensional requirements 32.0' Table of Required 32.8' (a) Minimum Lot Area 7,500 28,061 28,061 one story addition 22.5' 32.0' (b) Minimum Lot Width 50 173 173 376 sq ft Permits 22.0' 34.6' (c) Maximum Building Coverage 30% 16.6% 23.5% 1. Town of Cortlandt Site Plan HAL T MEN T Approval, Steep Slope Permit, Tree 10.0' S27°24'00"E ART (d) Yards ASP CNC. E DEP Removal Permit & Building Permit UTIV 22.0' S EXEC 2. Westchester County Department NY 2-1 Required Front Yard 10 50.6 24 22.0' 30.1' N/F 22.15- of Health Well & Septic approvals TRAVELED TA X # WAY 3. New York Department of 40.0' Required Side Yard 10 34.1/30.1 30.1/30.1 Transportation Road Opening 30.0' 30.1' Permit 162.08' Required Rear Yard 10 30.0 32.8 20.1' 9.4' CNC. Index 22.0' (HC District) Buffer to ROW 25 0 0 22.0' 1. Zoning Plan 4.0' (e) Maximum Height (stories) 2.5 1 1 CNC. 2. Site Plan CNC. 1 STORY STRUCTURE #70 CNC. (f) Maximum Height (feet) 35 35 26 3. Landscaping Plan 1.0' 9.0' 20.1' 4.0' 98.0' 30.1' 4. Floor Plans 22.0' 4.0' 34.1' E. (7) (b) Suggested pervious, landscaped areas 25% 11.3% 11.3% portion of building to remain 5. Building Elevations N/F NYS EXECUTIVE DEPARTMENT 3,356 sq ft ASPHALT 6. Site Details 22.0' 13.5' 8.0' 8.0' 4" wide white epoxy paint 7. Septic Plan Existing Floor Area 4,649 4,649 striping typical AREA=28060.8445±SQ.FT. 22.0' Demolition -1,290 75.0' ACRES=0.6442± TAX#22.20-2-1 CNC. CNC. E Additions 3,241 4" 2 STORY 59.4' N27°24'00"W 190.08' ' 0 '2 portion of building to be removed 2 °1 .89 Total Building Area 4,649 6,600 one story addition 1,290 sq ft NYS DISK FOUND N2 60 2,865 sq ft Parking “Other automobile repair & services” 22.0' 44.0' 50.6 ND FOU IPE PROP. ' 1 per employee 6 6 ASPHALT N P IRO NE OF ' HAL T 0.66 NER F ASP COR EO 1 per 150 square feet of gross floor area 8 EDG 4.5' 44 162 sq ft Total Parking 50 12 14 TRAVELED revised per review 22.0' 3–25-26 JJG WAY letters Lot Coverage 24,890 24,890 12.0' 0 24' 1–22-26 for review JJG 0.0% new 56 square feet wall 9-29-25 for review JJG mounted business 4"W identification sign 07'2 43° new 24 square feet 1 2.78 ' S FO GL INE SB Date Issue Initial W1 NB RO LINE freestanding business FOG Zoning Plan identification sign 0' 16. SB '22"W NB 4 °52 IRON ROD S3 SIGNATURE BLOCK FOUND ON .2 0' Required for Subdivisions and Site Plans PROP. CORNER 63 NB W RO A D New Sales & Service Building The Department Head signatures indicate that this drawing or set of drawings is consistent K RO for with the Planning Board resolution of approval and with the general requirements and O NB policies of the Town of Cortlandt for which the Department Head is responsible. The SB A HO RID GE R3-2 "No Left Turn" Leal Peterbilt project design including all public health and safety considerations are solely the PH ALT RO I LLE B NYR7-5P "7 AM - 9 AM responsibility of the design professional who has signed and sealed the drawings. EO F AS E 9 NNSV 4 PM - 6 PM WEEKDAYS" 70 Roa Hook Road T G U T Town of Cortlandt AL ED SB RO ILL-A Note: If safety or operational issues arise the Reviewed by the Department of Environmental Services1 P H U S K Westchester County AS TRY E KS 0) time restriction on NB left turn entering may PE . 185 be removed & all left turns prohibited New York EN Y H WA (S. Lot 1 Block 2 Section 22.20 __________________________________ _________________________ NB Director Date PLAN E Zoning Plan NORTH LIN NB Reviewed by the Department of Planning & Community Development SB FO G Scale: 1" = 20.0' E __________________________________ __________________________ OG LIN R E EK 0 10' 20' 40' F SB C LE Director Date Prepared with information taken from C. S E VIL "Property Survey & Topography 70 Roa Hook ANN N Rd (US RT 9) Cortlandt Manor, New York CO RB Prepared for Steven Auth" by Rowan Land Reviewed by the Planning Board Engineer CU NB Surveying, PLLC dated October 14, 2017 AL MET D NB __________________________________ ___________________________ A R GU L Engineer Date RAI IL RA 8'-0" D AR existing 45MPH SPEED LIMIT GU sign to be relocated 250' east NY 024343-01 exp 03-31-2027 AL Approved by Resolution No.______ of the Planning Board of the Town of Cortlandt, New ET It is a violation of the law for any person, unless 3'-3" York on the ______day of ________________, subject to all requirement and conditions of M acting under the direction of the licensed architect, said Resolution. Any change, erasure, modification or revision in this plat or site to alter any item in the plans, specifications or development plan, after the above date, shall void this approval. reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix Signed this _______ day of ___________________, 20____ by aluminum frame w/ to this item the seal and the notation "altered by" polycarbonate faces internally followed by the architect's signature and the date of such alteration and a specific description of the illuminated double faced sign alteration. PQ 20 square feet ___________________________________ John J Gilchrist 16'-0" Chairperson of the Planning Board Stephen Ferreira, P.E., Director DES Chris Kehoe, AICP, Planning Director 737-0100 734-1080 steel pole Architect Planning Board Engineer 734-1080 A Professional Corporation 8 Coach Lane concrete base Upper Saddle River Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., New Jersey 07458 GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, Ordnance S urvey, Esri Japan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © O penS treetMap contributors, and the GIS Phone 201 573 1877 JJGAPC@gmail.com Freestanding Sign Detail User Community Site Location Plan 1" = 20.0' Peterbilt 1 of 7 250311 Page 102 N/F NYS EXECUTIVE DEPARTMENT 25.1 JOHN J CLEARED GILCHRIST TAX# 22.15-2-1 GRAVEL AREA General Notes 20 17 ARCHITECT 20 a. Prior to any construction beginning, the Applicant shall obtain a building 28.6 25 22.8 A Professional Corporation 20 permit administered through the Department of Technical Services – Office of 18.3 Code Enforcement. 16.6 15.2 PQ b. Prior to the issuance of a building permit, the Applicant shall submit all third 36.4 27.2 16 party permits and approvals. 14.5 35 15 14.6 c. The Applicant shall organize a pre-construction meeting with representatives 33.2 30 17 34.6 19.0 16 34.8 of the Town of Cortlandt and NYSDOT. 15.6 IRON ROD existing bollards 15 34 16.6 FOUND ON 25 PROP. CORNER 13 d. Prior to the issuance of a building permit, the Applicant’s Contractor shall 20 IR F 14 15.3 I RF existing domestic water well submit a clearing and grading stakeout sketch as prepared by a licensed 30 15.7 1.2' 15.6 13.7 15.1 15.2 professional land surveyor that shall delineate the approved work area. All silt 0.3' 8' x 20' dumpster & recycling area 10' 27.8 15.4 15.7 fencing shall be installed along this line and proper erosion and sedimentation 9' 10' 17.4 26 25.6 166.814.9 22.5 15.5 14.9 U 12 garbage & recycling is the responsibility of 25 controls shall be installed and inspected. 22 WELL the Owner through private carting services 32.0' 17.7 00"E 9°05' 15 15 12 N4 CC 14.6 T e. No construction debris or recycled material is permitted on site. All imported 15.2 HAL 9.0' 17 ASP 32.0' 24.6 25 14.8 15.4 to well 10 fill shall be laboratory tested and determined to be clean fill in accordance with 20 X CC 15.7 15.6 9.7 applicable NYSDEC guidelines for residential and commercial fill. 16.2 CRW 0.7' 14.3 CC 12.6 32.0' 24.8 A 15.2 32.8' 1.36' RIM:14.41' 12.5 IRF B inimum f. Garbage and recycling is the responsibility of the Owner through private INV A: 12.97' 4"PVC 14.8 9.7 22.5' 14.4 15 13 32.0' 24.4 INV B: 11.21' 15"CPP carting services. 16.3 A 12 15.7 22.0' 14.1 14.8 15.2 RIM: 14.2' Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., 34.6' Site Location Plan 100' m B g. The Owner/Applicant is advised that no blasting is permitted onsite without INV A: 10.68' 14.5 rainwater storage 14 13.4N/F NYS EXECUTIVE INV B: 10.68' GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, 17 15"CPP 14.2 tank to be abandoned 15.1 15.1 15.1 15.2 rain15.3 water storage 13.6 tank to be abandoned an approved rock removal and blasting plan as approved by the Department of 23.8 CRW 14.8 15.1 15.6 11.4 DEPARTMENT Ordnance S urvey, Esri Japan, METI, Esri China (Hong Kong), 15 15 Technical Services. T SR LT 12.7 EN swisstopo, MapmyIndia, © O penS treetMap contributors, and the GIS PHA 10.0' RTM S27°24'00"E W 23 AS 15.1 CNC. 15.4 12.5 TAX# 22.15-2-1 DEP A User Community TIVE 16.2 15.0 15.7 W 15.5 ECU 22.0' 15.1 h. At the completion of construction a comprehensive as-built survey is required SR 15.2 U 14.3 E X NYS 14.7 2-1 22.0' and shall be prepared by a NYS licensed land surveyor. 14.4 U U 15.1 30.1' rain water storage tank to be abandoned N/F 22.15- TRAVELED U 15.2 15.7 15.7 TA X # N BASI WELL 15.0 : LET ' CHAMBERS WAY CHAMBERS E IN 40.0' X UNDER14.9 15.3 PIP PP: 12. 5 CH CAT ' UNDER i. At the completion of construction, the Applicant’s Engineer shall certify that 18 : 7.38 "CMP 22.8 24"C L 22.6 E 30.0' all retaining structures were built in accordance with the approved plans on file 30.1' M RI ' 12 FFE U : 6.23 " PIPE 162.08' .19 24"C 1 =15.5 with the Town and that all factors of safety for sliding, overturning and 15.5 20.1' 9.4' 16.4 IN V '8 15 20 CNC. : 3.63 CP 15.6 E= 22.0' INV 2 .63' 24" R 8 settlement have been met. ROOF PP FF 14.6 21.4 DRAIN 22.0' :3 15 INV 3 (TYPICAL) FF 14.9 15.1 E= 20 j. A foundation survey is required to be submitted to the Department of Technical 15.2 1 4.0' 16 5.2 22.3 22 16.3 7 16.0 Services upon completion which shall verify that all footings and setbacks including CNC. 17.5 27.4 2 CNC. 15.0 15.2 15.3 1 STORY 15.2 15.1 28.1 15 14.2 CO U U U granted variances have been met STRUCTURE #70 CNC. U U 18.6' U 1 21.0' 15.0 25 1.0' 9.0' 20.1' 4.0' 98.0' 30.1' 15.0 3 22.0' k. Copies of permit & approved plans shall always be on the work site during 4.0' 34.1' 15.2 15.1 15 P revised per review " CM A U construction four 15 low boy settling tanks w/ wiers 14.5 3–25-26 JJG 12 21.8 21.5 RIM: 14.10' 14.8 be abandoned16.7 wash water recycling system to23.5 21.5 7.76 letters 20 N/F NYS EXECUTIVE DEPARTMENT 20 20 INV A: 10.26' U U ASPHALT SB B 22.0' TAX# 22.15-2-1 4.0' 10.8' INV B: 10.26' U l. Excess cut soil shall be legally disposed of off site. No rock crushing is proposed. 1–22-26 for review JJG 17 15"CPP 15.2 13.5' 8.0' 8.0' rainwater collection tanks to be removed 14.8 14.7 SB SSB CHAMBERS B 18 EOA UNDER 16.1 m. On site soil to be used for any purpose on site shall be certified by the design U 15.2 14.4 9-29-25 for review JJG 21.6 15.3 CRW 15.0 15 10 9 professional and approved by town engineer. AREA=28060.8445±SQ.FT. 8 SB 22.0' 14.5 14 13.5 75.0' 15 ACRES=0.6442± Date Issue Initial FF 13.4 14 14.1 U E= 15 .2 5 TAX#22.20-2-1 12.5 SB CNC. CNC. E 12.4 10 4" 0.2' 2 STORY 13.5 CC 13.7 13.7 15 9.30 59.4' 10.3 N27°24'00"W 2 Site Plan 20.9 U ' SRW 8.5 10 9' 21 13 14.6 14.8 14.6 2 2° 0.8 8.6 NE SB NB NYS DISK LI 14.7 N 6 8.8 FOG 14.9 13.4 12.2 FOUND 10 8.5 9.6 21.5 12.4 8.9 22.0' CC 12.4 12 44.0' SB 50.6 12 9.6 9.6 15 190.08' ND 9.22 FOU . PIPE PROP 8.8 NB ' 14.3 NB 22.2 N IRO NE OF ALTT 8.16 ASPHALT HAL 9.6 14 ' 0.66 NER SPH 9.7 ET: 22 IIRF RF R 9.5 E O ASP FF A UTL 9 DG E O E O 9.2' 21.5 O 12.1 C EDG P SB 14.2 E I 4.5' 13.8 13.5 10.0 10.3 IIPF 10.3 P PP: PF 9.7 N/F NYS EXECUTIVE CC 9.7 9.6 9.9 9.57 24"C New Sales & Service Building NB 12.3 10 10 for 9.7 DEPARTMENT TRAVELED CC 9.7 22.0' 9.9 9.8 10.27 Leal Peterbilt 10.2 GRAVEL 13 RIM: 11.77' SRW 9.6 WAY RIM: 13.73' 13.6 INV A: 7.33' 15"CPP RIM: 9.35' 9.6 6' curb terminal NB TAX# 22.15-2-1 21.4 11.1 12.0' A INV A: 9.45' INV: 7.58' 14.5 CC 5 24' INV B: 9.17' 4"PVC CC INV B: 9.35' 15"CPP 10' external curb extension 20 15"CPP INC C: 7.2' 15"CPP B 12.8 9.84 70 Roa Hook Road 12.2 A B CC C new pavement 8.53 6.71 10.1 13.9 13.2 CC "W 10.7 9.5 GRAVEL 10.18 NB Town of Cortlandt 12.6 7'2 411.7 Flood Linesawcut pavement 2' from white line new 100 Year10.2 Westchester County 3°0 A B CC 4 8' S 13.5 Elev. 10.5 NGVD 1929 SB New York D 1 RIM: 13.51' 3 10 INE GL 12.7 15.5 10.2 INV A: 6.21' C 12.5 FO 8 13 INV B: 6.21' W1 10.2 NB NE 5.63 Lot 1 Block 2 Section 22.20 Oil15Water Separator 12.5 INC C: 6.0' RO11.5 10.3 9.9 8.80 G LI top 10.5 FO RAI L 15"CPP 10.19 ' 90.8 0 RD see detail on drawing 7 16. 10.2 10 B "W 100 YearSFlood Line AL GUA ' NB A 12.4 2 MET 2'2 10.4 11.7 Elev 10.5 NGVD 1929 4°5 12 10.51 (Elev 9.5 NAVD) 7.10 S3 B CC IRON ROD ' 10.4 .20 FOUND ON 11.6 11.7 9.13 PROP. 12.2 CORNER IPF 63 NB W 10.38 RO D RIM: 9.59' 10.5 OA 11 INV A: 5.72' 15"CPP 8 R INV B: 5.44' 24"RCP K IRF O NB HO 10.8 IRF SB GE 7.35 5 OA 11.5 RID 24 11.2 10.9 10.6 11.4 10.36 T R EB "R AL ILL 11.3 H CC SP 99. 10.7 FA 9.36 E9 S V CP 10.8 O T N 2 7' GE AL T ED SB R OU LL-AN PH US KSKI AS TRY 10.86 10.7 E PE . 185 0) EN Y H (S. 10.66 WA 10.9 11.1 11 CC 97 10 NB .1' PLAN NY 024343-01 exp 03-31-2027 10.8 7.84 Site Plan NORTH It is a violation of the law for any person, unless INE 10.9 5 acting under the direction of the licensed architect, L SB NB FO G Scale: 1" = 20.0' to alter any item in the plans, specifications or reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an E 11.54 G LIN 9.59 R E EK 0 10' 20' 40' architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" FO SB C LLE 7.68 Prepared with information taken from followed by the architect's signature and the date of . 10.8 E V I "Property Survey & Topography 70 Roa Hook such alteration and a specific description of the NC S alteration. ANN 10.76 R 24" RCP Rd (US RT 9) Cortlandt Manor, New York O C RB ATE RK) John J Gilchrist W A EL: 1.3' Prepared for Steven Auth" by Rowan Land CU NB E OF ER M G T Surveying, PLLC dated October 14, 2017 ED H WA Architect G AL MET D (HI NB U A R G IL RA 9.72 9 RA IL A Professional Corporation SB RD LG U A 8 Coach Lane TA SB M E Upper Saddle River 11.43 8.20 New Jersey 07458 7.22 Phone 201 573 1877 NB 10.80 . NC B JJGAPC@gmail.com CO UR 7 Peterbilt C NB LINE 1" = 20.0' 2 of 7 OG F 250311 Page 103 JOHN J Permanent Seeding: Tree Removal & Protection Notes GILCHRIST Permanent seeding will be applied immediately after the final 1. All removal of trees on property are to be minimized ARCHITECT design grades are achieved at the site but no later than 14 days & shall be tagged by the contractor & inspected by the A Professional Corporation N/F NYS EXECUTIVE DEPARTMENT after construction activities have permanently ceased. After Town of Cortlandt prior to cutting. Tree wells shall be CLEARED TAX# 22.15-2-1 25.1 the entire site is stabilized, any sediment that has accumulated constructed around all trees that would be impacted as GRAVEL AREA will be removed and hauled off site to a licensed landfill a result of cutting & filling 20 17 facility. Construction debris, trash, and temporary BMP’s will 20 25 22.8 28.6 also be removed in areas disturbed during removal will be 2. All trees designated for preservation shall be clearly 20 18.3 seeded immediately. marked w/ a bright colored ribbon or other easily 16.6 15.2 27.2 discernible method. 36.4 16 Seedbed Preparation: 35 14.5 15 14.6 30 33.2 17 34.6 19.0 16 34.8 a. Topsoil will be spread over final graded areas at a minimum 15.6 15 34 16.6 depth of four inches. 25 20 IRF 13 14 15.3 I RF b. The seedbed will be free of rocks, woody debris and other 30 15.7 1.2' 15.6 13.7 objectionable material. 15.1 15.2 0.3' 27.8 15.4 15.7 17.4 c. Fertilizer will be applied to the seedbed as specified in the 26 25.6 22.5 15.5 14.9 14.9 U 12 25 WELL appendix. 22 42 RJ 32.0' 15 17.7 15 12 CC 14.6 d. Topsoil will be loosened by raking, tilling or other suitable 15.2 HAL T 9.0' 17 ASP 32.0' 24.6 methods. 25 14.8 15.4 10 15.6 9.7 20 CC 15.7 Installation schedule: Portions of the site where construction 0.7' 14.3 16.2 CRW CC 12.6 32.0' 24.8 A 15.2 32.8' 1.36' RIM:14.41' 12.5 IRF B activities have permanently ceased will be stabilized, as soon INV A: 12.97' 4"PVC 14.8 9.7 22.5' 14.4 15 13 32.0' 24.4 INV B: 11.21' 15"CPP 16.3 A 376 sq ft 12 15.7 22.0' as possible but not later than 14 days after construction ceases. 14.1 RIM: 14.2' 14.8 15.2 34.6' B INV A: 10.68' INV B: 10.68' 14.5 14 13.4 17 13.6 Maintenance and Inspection: All seeded areas will be inspected 23.8 CRW 15"CPP 14.2 14.8 15.1 15.1 15.1 15.1 15.2 15.6 15.3 11.4 15 15 NT SR T 12.7 E HAL 10.0' weekly during construction activities for failure until a dense RTM W ASP 23 15.4 EPA VE D 16.2 15.0 15.1 CNC. 15.7 12.5 W 15.5 I CUT 22.0' 15.1 SR 15.2 EXE 1 14.3 U cover of vegetation has been established. If failure is noticed 14.7 N Y S 2- 22.0' 14.4 U U 15.1 30.1' N/F 22.15- TRAVELED WELL U 15.0 15.2 15.7 15.7 TAX # : LET ' CHAMBERS on the seeded area, the area will be seeded, fertilized and WAY CHAMBERS E IN 40.0' UNDER14.9 15.3 5 22.8 UNDER PIP PP: 12. 18 22.6 24"C revised per review 30.0' 30.1' U 3–25-26 JJG mulched immediately. After construction is complete at the site letters 24"C 16.4 15.5 20.1' 9.4' 20 CNC. 15.6 22.0' permanent stabilization measures will be monitored until final landscaped areas to be mulched w/ ROOF landscaped areas to be mulched w/ 1–22-26 for review JJG P 14.6 P DRAIN 21.4 22.0' 3" of hemlock bark mulch 15 (TYPICAL) 14.9 3" of hemlock bark mulch 15.1 20 stabilization is reached. 15.2 9-29-25 for review 4.0' JJG 16 limit of disturbance 22.3 22 16.0 16.3 CNC. 17.5 27.4 CNC. 15.0 15.2 15.3 1 STORY 15.2 15.1 28.1 15 Date Issue Initial 14.2 U U U U U STRUCTURE #70 CNC. U 15.0 25 1.0' 9.0' 20.1' 4.0' 98.0' 30.1' 15.0 22.0' 4.0' Landscaping Plan A 34.1' U 15.2 15.1 15 Plant List 15 21.8 14.5 14.8 21.5 RIM: 14.10' 16.7 21.5 20 N/F NYS EXECUTIVE DEPARTMENT 23.5 20 20 B INV A: 10.26' U U 3,356 sq ft ASPHALT 22.0' TAX# 22.15-2-1 INV B: 10.26' U 17 Key Scientific Name Common Name Quantity Size 15"CPP 15.2 14.8 13.5' 8.0' 8.0' 14.7 SB SSB 4" wide white epoxy paint CHAMBERS B 18 DW Cornus Sericea "Flaviramea" Yellow Twig Dogwood 6 2 1/2”caliper striping typical U 15.2 UNDER 14.4 16.1 21.6 15.3 CRW 15.0 AREA=28060.8445±SQ.FT. 15 22.0' RJ Juniperus Horizontalis "Wilton" Wilton's Blue Rug Juniper 14 2 gallon 14.5 14 13.5 75.0' 15 ACRES=0.6442± 13.4 14 14.1 U 12.5 TAX#22.20-2-1 ML Kalmia latifolia Sarah Sarah Mountain Laurel 4 2 gallon New Sales & Service Building CNC. CNC. 12.4 10 0.2' 2 STORY 13.5 CC 13.7 13.7 15 59.4' 10.3 GC Chamaecyparis pisifera Golden Cyprus 4 2 gallon 20.9 U SRW 8.5 for 21 13 BS Picea pungens Waldbrunn Waldbrunn Dwarf Blue Spruce 4 5 gallon Leal Peterbilt 14.6 14.8 14.6 8.6 14.7 NYS DISK 8.8 14.9 1,290 sq ft 12.2 FOUND 8.5 9.6 WA Azalea Delaware Valley White White Azalea 4 5 gallon 13.4 12.4 10 21.5 2,865 sq ft 8.9 22.0' 70 Roa Hook Road CC 12.4 12 44.0' 2DW SB 50.6 12 9.6 R Rhododendron Northern Starburst Rhododendron 4 3 gallon 9.6 15 ND 9.22 FOU . PIPE PROP 8.8 Town of Cortlandt ' 14.3 AV Thuja plicate “Green Giant” Green Giant Arborvitae 6 6’ height 22.2 ASPHALT 14 50 8 RJ N IRO NE OF LT 9.6 Westchester County PHA ' 9.7 22 IIRF 0.66 NER F AS ET: RF UTL 9 R New York 9.5 O E O 9.2' 21.5 O Off Site Planting DGE 14.2 12.1 C I P 4.5' 13.8 13.5 10.0 10.3 IIPF 10.3 E P PP: PF 9.7 24"C Lot 1 Block 2 Section 22.20 9.6 18 RJ 12.3 CC 9.7 9.9 9.57 6 AV 162 sq ft 10 9.7 10 RJ Juniperus Horizontalis "Wilton" Wilton's Blue Rug Juniper 60 2 gallon TRAVELED CC 9.7 22.0' 9.9 13 RIM: 11.77' SRW 10.2 9.8 GRAVEL 9.6 10.27 21.4 WAY RIM: 13.73' 13.6 INV A: 7.33' 15"CPP 6 RJ CC 11.1 RIM: 9.35' 9.6 NB 12.0' 14.5 A INV A: 9.45' INV: 7.58' CC 24' INV B: 9.17' 4"PVC INV B: 9.35' 15"CPP 20 15"CPP INC C: 7.2' 15"CPP B 12.8 12.2 A 9.84 B CC C 8.53 10.1 new 56 square feet wall CC 10.7 9.5 10.18 NB 13.9 13.2 GRAVEL mounted business 12.6 11.7 10.2 identification sign 13.5 A B 4BS CC INE SB D 13 RIM: 13.51' 10 15.5 INV A: 6.21' C 2,246 sq ft 10.2 GL new 24 square feet 12.5 FO 8 INV B: 6.21' 4 WA 10.2 NB LINE freestanding business 15 13 INC C: 6.0' 8.80 12.5 11.5 4R FOG 10.3 9.9 identification sign 15"CPP 10.19 0' 10 16. 4 DW SB REMOVE ENOUGH WHOLE BRANCHES TO REDUCE 10.2 FOLIAGE BY 1/3 (ALWAYS PRUNE TO NODE OR NB 12.4 A CROTCH RETAINING NORMAL PLANT SHAPE, DO DO NOT CUT LEADER 10.4 11.7 NOT CUT LEADER) 12 10.51 4 GC B 7.10 REMOVE ENOUGH WHOLE BRANCHES TO REDUCE CC IRON ROD 10.4 landscaped areas to be mulched w/ FOLIAGE BY 1/3 (ALWAYS PRUNE TO NODE OR 11.7 FOUND ON 11.6 3" of hemlock bark mulch 9.13 12.2 CORNER 4 ML NB CROTCH RETAINING NORMAL PLANT SHAPE, DO PROP. IPF NOT CUT LEADER) 10.38 AD RIM: 9.59' 10.5 11 8 O INV A: 5.72' 15"CPP KR INV B: 5.44' 24"RCP 2 STRANDS NO. 12GA GALVANIZED ANNEALED IRF O NB STEEL WIRE-TWISTED IN NEW RUBBER HOSE HO 10.8 IRF SB GE 5 6' MAX. MINOR TREE 7' MIN. MAJOR TREE 7.35 OA 11.5 RID 2 STRANDS DOUBLE 11.2 10.9 10.6 R3-2 "No Left Turn" NY 024343-01 exp 03-31-2027 R WRAPPED AND TWISTED 11.4 10.36 T B H AL LE NYR7-5P "7 AM - 9 AM It is a violation of the law for any person, unless VIL CIRCLED WATERPROOF TREE WRAPPING 11.3 CC SP MULCH (3" LAYER) AS SPECIFIED PAPER 4" SIDE-50% OVERLAP-TIED 10.7 FA 9.36 9 S 4 PM - 6 PM WEEKDAYS" acting under the direction of the licensed architect, O TE NN 2 WITH STOUT HEMPCORD AT TOP OF 10.8 GE U OVER ENTIRE BED T 6' MAX. MINOR TREE SB A BALL AND AT HEIGHT OF 2-ND BRANCHES 7' MIN. MAJOR TREE to alter any item in the plans, specifications or AL ED O - R LL Note: If safety or operational issues arise the US KSKI PITCH AWAY FROM TREE TRUNK FORM 3" HIGH TOPSOIL LIP AROUND EACH PH time restriction on NB left turn entering may reports to which the seal of the architect has been AS TRY 0) applied in any way. If an item bearing the seal of an SHRUB TO PROVIDE WATERING SAUCER FORM 4" HIGH TOPSOIL LIP EDGE E OF TREE PIT TO FORM WATERING 10.86 10.7 PE . 185 be removed & all left turns prohibited architect is altered, the altering architect shall affix SAUCER EN Y H (S. 10.66 to this item the seal and the notation "altered by" WA 10.9 6" 11.1 followed by the architect's signature and the date of 11 4" TREE BALL 4" CC ROOT BALL such alteration and a specific description of the 10 VARIES alteration. TOPSOIL MIX BACKFILL VARIES TOPSOIL MIX BACKFILL NB PLAN CUT AND REMOVE BINDING FROM TRUNKS CUT AND REMOVE BINDING FROM TRUNK 10.9 10.8 E 7.84 Landscaping Plan NORTH John J Gilchrist LIN AND AS MUCH BALL AS POSSIBLE 6" AND AS MUCH BALL AS POSSIBLE 5 SB NB CUT AND REMOVE BURLAP AT UPPER 1/3 CUT AND REMOVE BURLAP AT UPPER 1/3 G FO Architect 6" OF BALL OF TREE BALL Scale: 1" = 20.0' NE 16" TAMPED TOPSOIL MIX CUSHION 6" LI EK 0 10' 20' 40' TAMPED TOPSOIL MIX CUSHION 6" 11.54 FO G 9.59 C R E A Professional Corporation SB ILLE CEDAR STAKES MIN. 3" DIA., 3'-0" LENGTH 6" VARIES 6" 12" VARIES 12" 3 STAKES @ 120 DEG. PER TREE 7.68 Prepared with information taken from V 8 Coach Lane STAKES TO BE DRIVEN IN AFTER 10.8 . "Property Survey & Topography 70 Roa Hook SE ATTACHING TENSION WIRE TO TREE NC 10.76 N Rd (US RT 9) Cortlandt Manor, New York O C RB A N NOTES: 1. CONTRACTOR SHALL HAVE THE OPTION OF PLANTING SHRUBS IN INDIVIDUAL PITS AS SHOWN OR IN UNINTERRUPTED EXCAVATION FOR ENTIRE BED, IN NOTES: 1. PROVIDE 3" LAYER OF MULCH AS SPECIFIED OVER ENTIRE WATERING SAUCER AT ALL CU NB Prepared for Steven Auth" by Rowan Land Surveying, PLLC dated October 14, 2017 Upper Saddle River New Jersey 07458 EITHER CASE BACKFILL WITH TOPSOIL MIX AS SPECIFIED. TREE PITS OR OVER ENTIRE TREE BED. AL MET D NB R Phone 201 573 1877 G U A DECIDUOUS TREE N.T.S. I L SHRUB PLANTING N.T.S. RA 9.72 9 IL RA JJGAPC@gmail.com D UAR Peterbilt G AL 1" = 20.0' MET 3 of 7 250311 1 Page 104 JOHN J GILCHRIST ARCHITECT A Professional Corporation 4'-0" 8'-0" 7'-8" 34'-8" 16'-4" 31'-4" addition addition to service bays 10'-0" existing office area to remain addition 12'-0" no part of this existing attic will Storage Storage Mech'l 10'-0" have ceiling height more than 7' 12'-0" addition 40'-0" new ADA restroom 28'-0" Storage existing restroom 19'-4" open to below Office existing stair Office 22RISE(6 29/32") UP 21RUN(11") steel stair 1 2 DOWN 3 10 12 13 14 15 16 17 18 19 20 21 22 11 4 5 6 7 8 9 revised per review 3–25-26 JJG letters Parts 1–22-26 for review JJG 9-29-25 for review JJG 15'-8" three existing car wash bays to be used as service bays PLAN PLAN NORTH 4'-0" NORTH Date Issue Initial existing wash bay to be used as parts storage portion of existing mezzanine w/ ceiling height of 7' or more 422 sq ft Floor Plans portion of mezzanine to be removed New Sales & Service Building two wash bays to be demolished for addition 815 sq ft Leal Peterbilt 95'-0" 70 Roa Hook Road Town of Cortlandt Westchester County New York Lot 1 Block 2 Section 22.20 four new service bays 59'-4 1/2" NY 024343-01 exp 03-31-2027 It is a violation of the law for any person, unless acting under the direction of the licensed architect, to alter any item in the plans, specifications or reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" followed by the architect's signature and the date of such alteration and a specific description of the alteration. 44'-0" addition John J Gilchrist Mezzanine Architect Floor Plan A Professional Corporation SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 8 Coach Lane Upper Saddle River New Jersey 07458 Phone 201 573 1877 JJGAPC@gmail.com Peterbilt 1/8" = 1'-0" 4 of 7 250311 Page 105 JOHN J GILCHRIST ARCHITECT A Professional Corporation revised per review 3–25-26 JJG letters 1–22-26 for review JJG 9-29-25 for review JJG Date Issue Initial Building Elevations 60 square foot wall mounted sign new construction service bays addition aluminum frame w/ polycarbonate light grey corrugated metal roofing existing to remain face & internal LED illumination new construction New Sales & Service Building portion of existing building to remain for Leal Peterbilt 70 Roa Hook Road Town of Cortlandt 26'-0" Westchester County New York Lot 1 Block 2 Section 22.20 light grey corrugated metal siding North (Rear)Elevation South (Facing Rt 9) Elevation SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" NY 024343-01 exp 03-31-2027 It is a violation of the law for any person, unless acting under the direction of the licensed architect, new service bays newe serive bats portion of existing building to remain to alter any item in the plans, specifications or reports to which the seal of the architect has been applied in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" followed by the architect's signature and the date of service bay such alteration and a specific description of the existing to remain addition alteration. John J Gilchrist Architect A Professional Corporation 8 Coach Lane Upper Saddle River New Jersey 07458 Phone 201 573 1877 JJGAPC@gmail.com West (Left Side) Elevation East (Right Side) Elevation Peterbilt 5 of 7 SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 250311 Page 106 access frame & lid to be removed JOHN J 6" SDR35 PVC roof drain leader pavement to be removed & replaced Tee w/ perforated opening guard GILCHRIST concrete cover to be removed or broken up ARCHITECT A Professional Corporation roof drainage to be redirected precast concrete tank to onsite drainage system tank to be cleaned of any sediment H-20 load rating & filled w/ recycled concrete & 1" x 4" pressure treated bituminous crushed stone wood stockade fencing waterproofing Tank Abandonment Detail 4" galvanized steel posts 6' oc 2" ASPHALT CONCRETE NYSDOT ITEM 403.16 6" concrete pad w/ #5 rebar 12" oc each way concrete to be 3,000 psi compressive strength @ 28 days TACK COAT SYSDOT ITEM 407.0101 fence posts set in 12" x 4" ASPHALT CONCRETE NYSDOT ITEM 403.13 36" concrete footings 4" SUBBASE NYSDOT ITEM 304.05 ORIGINAL SUB-GRADE TO BE COMPACTED NOTE THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL ROAD COURSES ARE COMPACTED WITH A TEN TON ROLLER AND MEET THE Dumpster Enclosure Detail FOLLOWING DOT COMPACTION STANDARDS: SUBBASE COMPACTION: ITEM 203-3.12 ASPHALT COMPACTION: ITEM 401-3.12 ON-SITE PAVEMENT SECTION 3–25-26 revised per review letters JJG 1–22-26 for review JJG galvanized steel cap 9-29-25 for review JJG FINAL GRADE Date Issue Initial Site Details ITEM 4 OR CLEAN SUITABLE MATERIAL VARIES NO LARGE STONES OR 18" MIN ORGANIC MATTER 12" 12" 4" diameter galvanized steel Curb & Sholder Detail 3.0' MIN MIN pipe bollard filled w/ concrete ITEM 4 OR SUITABLE POROUS FILL BEDDING MATERIAL TO TOP OF PIPE New Sales & Service Building for PROPOSED REINFORCED Leal Peterbilt CONCRETE DRAINAGE PIPE 70 Roa Hook Road UNDISTURBED EARTH INSTALLED PER MANUFACTURERS Town of Cortlandt WRITTEN INSTRUCTIONS 18" diameter concrete Westchester County 2.5' New York Lot 1 Block 2 Section 22.20 DRAINAGE PIPE TRENCH N.T.S. 1.5' Bollard Detail EXPANSION JOINT 6" sign per schedule WHEN CURB MEETS SIDEWALK OR PVMT 1"R 6" 1 % MIN PITCH NY 024343-01 exp 03-31-2027 flanged channel It is a violation of the law for any person, unless post per NYSDOT acting under the direction of the licensed architect, to alter any item in the plans, specifications or reports to which the seal of the architect has been 18" applied in any way. If an item bearing the seal of an architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" followed by the architect's signature and the date of 7'-0" such alteration and a specific description of the alteration. 4" John J Gilchrist Architect A Professional Corporation 8" 3/4" CRUSHED STONE UNDISTURBED EARTH 8 Coach Lane Upper Saddle River 12" concrete NOTE: New Jersey 07458 footing 36" below grade - 3,000 psi @ PROVIDE 1/2" EXPANSION JOINT IN CONC CURB EVERY TEN FEET. CONSTRUCT CURB WITH CLASS A CONCRETE (3000 PSI @ 28 DAYS) Phone 201 573 1877 28 days JJGAPC@gmail.com ON-SITE CURB DETAIL N.T.S. NTS Peterbilt 6 of 7 External Oil Water Separator Traffic Sign Detail 250311 Page 107 16 Septic System & Well 35 15 JOHN J General Notes 30 17 GILCHRIST 16 existing bollards 15 34 25 13 There shall be no trees within 10 feet of the OWTS 20 IRF 14 ARCHITECT SoilAir Systems IRF existing domestic water well 30 There are no wells within 200’ of OWTS unless Model RF-3952TB 1.2' 0.3' 10' otherwise shown on plan. There are no OWTS junction boxes to controls located within building underground 2" ASPHALT CONCRETE NYSDOT ITEM 403.16 9' 10' A Professional Corporation electric to building within 200’ of well unless otherwise shown on plan. underground connection to electric panel 25 166.8 WELL U 12 22 32.0' '00"E 05 Soil Investigation 15 N49° 15 12 CC The proposed OWTS area shall be isolated and PHA LT 9.0' 17 protected against damage by erosion, storage of 32.0' AS o well 10 20 TP1 earth or materials, displacement, compaction or 0.7' CC Deep Test Pits TP-3 & TP-4 (locations other adverse physical change in the in from building out to leachfield A CRW 32.0' TP2 CC shown on plan) characteristics of the soil or in the drainage of the imum t 1.36' RIM:14.41' IRF B area. INV A: 12.97' 4"PVC 0"-2" topsoil organic 22.5' 15 13 32.0' INV B: 11.21' 15"CPP A 376 sq ft 2"-84" sands & silts 12 If for any reason the approved construction plan 22.0' 72" water encountered in RIM: 14.2' SoilAir control panel 34.6' can not be followed, a revised plan must be 100' m B INV A: 10.68' INV B: 10.68' rainwater storage underground electric to SoilAir control 14 no rock prepared, submitted, and approved by WCDH. 17 15"CPP tank to be abandoned rain water storage tank to be abandoned CRW TACK COAT SYSDOT ITEM 407.0101 15 15 Percolation Tests 1 & 2: SR The design professional shall supervise the ALT S27°24'00"E SPH 1 to 5 minutes per inch W 23 construction of the OWTS and make an open 1,000 gallon ST-1000 H20 septic tank see detail 4" ASPHALT CONCRETE NYSDOT ITEM 403.13 A CNC. W 22.0' works inspection. minimum 3" bedding layer of sand or pea gravel U SR Hydraulic Loading: 90 gpd 22.0' 4" SUBBASE NYSDOT ITEM 304.05 U U U rain water storage tank to be abandoned Within 24-hours of the completion of the OWTS, WELL : Application Rate: 1.2 LET ' CHAMBERS the design professional must notify the UNDER CHAMBERS E IN 5 Septic Area 75 sf ORIGINAL SUB-GRADE TO BE COMPACTED UNDER PIP PP: 12. 18 Westchester County Department of Health 24"C Required length of infiltrators 20', 24' NOTE 30.1' (WCDH) that the OWTS is ready for inspection by U provided. Existing surface grade in 162.08' THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL ROAD 24"C submitting a completed request for an open works 20.1' 9.4' area of diffusers is approximately 20 CNC. COURSES ARE COMPACTED WITH A TEN TON ROLLER AND MEET THE 22.0' inspection on the appropriate form to WCDH. ROOF 2.5% PP FOLLOWING DOT COMPACTION STANDARDS: 4" SDR35 PVC sewer DRAIN 22.0' 15 (TYPICAL) Property is in the Hudson Watershed That no backfilling of a completed OWTS can SUBBASE COMPACTION: ITEM 203-3.12 Basin 20 4.0' 16 ASPHALT COMPACTION: ITEM 401-3.12 7.0'1.1' occur until after it has been inspected and SoilAir Systems CNC. CNC. accepted by the Westchester County Department Model1 STORY RF-3952TB There are no existing or WCDH 15 CO U U U U U of Health. The diffusers shall be installed just STRUCTURE #70 CNC. air pump & controls approved wells or OWTS within 200 ON-SITE PAVEMENT SECTION 18.6' U 21.0' before the final asphalt top course is ready to be 25 feet of the proposed OWTS or well. placed in the parking and drive areas (ie all 22.0' 12.9' 4.0' 34.1' TP4 pavement areas). No vehicular traffic shall be A U 15 four 15 low boy settling tanks w/ wiers underground air line TP3 allowed to traverse within 3ft of the perimeter of RIM: 14.10' wash water recycling system to be abandoned 20 20 B INV A: 10.26' U U 3,356 sq ft PT2 ASPHALT the 48 ft by 4ft present and future area where the 22.0' 4.0' 10.8' INV B: 10.26' U PT1 17 diffusers are to be located anytime during 15"CPP 13.5' 8.0' 8.0' construction until this area has been backfilled and CHAMBERS SB SSB B Current Property Owner: 18 UNDER the final asphalt top course has been placed over CRW U 10.0' 6.0' 5.0' 24.0' AREA=28060.8445±SQ.FT. 20.0' Valerio Santucci this area. This area will be isolated with traffic 22.0' Roof Rebar: 15 ACRES=0.6442± 14 future leach field 4' x 20' 14 37 Croton Dam Road barrels as directed by the engineer and shall Ossining NY 10562 Top layer (2" cover) U #4 Bar @ 12" oc both ways TAX#22.20-2-1 remain in place until the final asphaltic surface is existing leach field 4' x 20' top of chamber el 14.25 CNC. CNC. E 4" 15 Bottom layer (1" cover) info@VSConstructionCorp.com 0.2' 2 STORY 12" of 1" crushed stone under CC installed. N27°24'00"W #5 Bar @ 12" oc long way, 2 50' Top View #5 at 6"oc short way chambers & along the sides U deep test pits witnessed by 13 ' 0 ' SRW of the chambers not shown representative of WCDOH °1 .89 m The installation of the OWTS shall be in 2 N2 60 existing 1,000 gallon septic tank NYS DISK in t 33-1/2" 60" 35-1/2" 1,290 sq ft accordance with the Rules and Regulations for the FOUND 10 os Design and Construction of Residential (4)4 ton anchors in roof 2,865 sq ft 22.0' CC (2) 24" Covers 12 12 tor Subsurface Sewage Treatment Systems and 15 190.08' ND FOU . Drilled Wells in Westchester County, NY. PIPE PROP mw N ASPHALT IRO NE OF LT revised per review 14 ' 0.66 NER PHA : IIRF RF F AS LET 3–25-26 JJG OUT 2' 4" 60" 71" ate All pipes connecting to tank and boxes shall be cut Inlet COR EDG EO E PIP PP: 9. letters 4.5' IIPF flush with the inside wall of box. PF 24"C r in CC 10 1–22-26 for review JJG (4)4 ton anchors in floor 162 sq ft 10 let TRAVELED CC The proposed OWTS shall be installed by a 22.0' 38" 77" Pictorial View 13 RIM: 11.77' SRW GRAVEL 9-29-25 for review Westchester County licensed septic contractor. WAY RIM: 13.73' INV A: 7.33' 15"CPP RIM: 9.35' JJG 12.0' 35-1/2" 60" 33-1/2" A INV A: 9.45' INV B: 9.17' 4"PVC INV: 7.58' CC INV B: 9.35' CC INC C: 7.2' 15"CPP 15"CPP Date Issue Initial 4" Prior to any excavation all underground utilities Outlet B 15"CPP CC C B A must be located. Call 1-800-962-7962. outlet tee w/ effluent filter & 129" Side View B4 ' * + +0 5 - CC float control per SoilAir detail W '24" 8" GRAVEL The Westchester County Health Department °07 New Septic System 1 C +0 3 3 3 1 - + / A new 100 Year Flood Line provide side discharge opening B 3 CC 34 1S approval expires one year from the date on the Elev. 10.5 NGVD 1929 LIN SB D > &! - ,1$ 10 E manufacturer to increase RIM: 13.51' 8' 12.7 INV A: 6.21' C G approval stamp and is required to be renewed on 1 FO 8 NB top of chamber thickness 13 INV B: 6.21' W or before the expiration date. The approval is RO Concrete: 4" Bottom = 2.2 yards 4" Inlet 3@ ; by 2" due to shallow cover >- + = > INC C: 6.0' revocable for cause or may be amended or 15"CPP Outlet weight = 9,000 lbs 0' 10 modified when considered necessary by the 21" 16. B 100 YearSFlood Line Top = 2.8 yards Septic = 18" 4" "W &/!A A department. weight = 11,000 lbs NB Grease = 24" A 57" 2 '22 Elev 10.5 NGVD 1929 4°5 !A 12 (Elev 9.5 NAVD) There are no unprotected sources of S3 38" B New Sales & Service Building 35" 10" 40" 43" A IRON ROD contamination within 200 feet of the proposed well. $? ?? ? ?? ' 20" FOUND ON .20 for PROP. CORNER IPF 63 NB Leal Peterbilt 4" The minimum well yield is 5 gpm; yields less than W RO 5" 5-1/2" ? ?? 5 gpm must be immediately reported to the &' ) ?? 1'-9" RIM: 9.59' A D 11 ? (?? 8 RO INV A: 5.72' 15"CPP department. INV B: 5.44' 24"RCP 70 Roa Hook Road OK Wall & Floor Rebar: IRF NB #4 Bar, 12" oc both ways O #? ?? IRF Town of Cortlandt ' 2;Important Note: Inlet and outlet baffles are not SB H GE 5 with 3" cover included and must be added after installation. + , + Use sanitary tee with pipe extension to depth A RID RO Westchester County as shown. minimum 3" bedding layer of sand or pea gravel 12" of 1" crushed stone under LT B LE & along sides of chambers $?? HA CC FA SP 9 S V I L New York SPECIFICATIONS ST-1000 H20 GE O U TE NN 2 Lot 1 Block 2 Section 22.20 1'-9" LT ED SB O -A A R LL 1,000 GALLON SEPTIC TANK ? (?? H US KSKI ' ) ?? Concrete Min. Strength: 4,000 psi at 28 days P AS TRY OR GREASE TRAP E 0) PE . 185 Reinforcement: #4 & #5 Rebar / ASTM A615 Air Entrainment: 6% + @ ; EN Y H (S. @ ; WA + 0- 4 - + 33 Construction Joint: Butyl Rubber Sealant Woodard's Concrete Products, Inc. 629 Lybolt Road, Bullville, NY 10915 12" of 1" crushed stone under 12" of 1" crushed stone under Pipe Connection: Polylok Seal & along sides of chambers & along sides of chambers 10 (845) 361-3471 / Fax 361-1050 Weight = 20,000 lbs Load Rating: HS20-44 + 30% / ASTM C857 NB PLAN 4/29/14 NORTH www.woodardsconcrete.com +,- . +/ - +0 12 $ 34 # 4 !"#$ % & L INE 5 Septic Plan +5 -, 6 + 2 7$ -) . ! SB NB FO G Scale: 1" = 20.0' 6" asphalt pavement - + - +6 + 2 !8 E EK 4" schedule 40 perforated PVC pipe 3 , 9 & 0 +4 : 01 9 ! 4 LIN ! 0 10' 20' 40' 6" base course ; - 9 $ 4< - 5 G * &FO' ! C RE SB ILLE +02 = ) . #!( "#$!% & '&$( ) Prepared with information taken from C. 0 > ) ) $ SE V "Property Survey & Topography 70 Roa Hook O N B A N N Rd (US RT 9) Cortlandt Manor, New York 2" C R Prepared for Steven Auth" by Rowan Land ;;;/; CU /, 6 - 4, +,- NB Surveying, PLLC dated October 14, 2017 1'-6" 4" AL MET D NB A R GU L I NY 024343-01 exp 03-31-2027 6" R A IL RA It is a violation of the law for any person, unless RD acting under the direction of the licensed architect, A to alter any item in the plans, specifications or L GU reports to which the seal of the architect has been 2'-0" 3/4" crushed stone E TA applied in any way. If an item bearing the seal of an M architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" followed by the architect's signature and the date of Service Line to Septic Tank such alteration and a specific description of the alteration. Well Detail invert @ building 14.03 invert into chamber 13.46 SoilAir air line in John J Gilchrist invert out 13.58 Architect 6" pavement 20 lf 4" SDR35 PVC @ 1% invert in 13.83 15.05 precast leaching chambers 3@ 8' sub base thickness varies top of chamber 14.25 6" pavement PQ 3 1/2" bottom of chamber 12.50 14.75 1'-0" 4'-0" 1'-0" existing grade A Professional Corporation 6" 8" 6" 14.75 8 Coach Lane 1'-9" 1'-9" Upper Saddle River 4'-9" 3'-9" 1'-0" New Jersey 07458 3'-0" 1'-0" Phone 201 573 1877 3'-0" 4" 10'-0" 5'-11" 4'-1" 8'-0" 8'-0" 8'-0" 1'-0" JJGAPC@gmail.com Peterbilt 1" = 20.0' minimum to building 12" of 1" crushed stone under chambers 12" of 1" crushed stone under chambers 36" minimum native silty sand treatment area water table 8.5 & along the sides of the chambers 7 of 7 Model LB-1,000 septic tank see detail Sources: Esri, HERE, DeLorme, Intermap, increment P Corp., Site Location Plan top of tank 15.00 minimum 3" bedding layer of sand or pea gravel GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, 250311 Ordnance S urvey, Esri Japan, METI, Esri China (Hong Kong), Septic System Profile swisstopo, MapmyIndia, © O penS treetMap contributors, and the GIS User Community SCALE: 1/4" = 1'-0" Page 108 Page 109 C:\Users\Gavin.Divincent\OneDrive - KH\Desktop\Lighting\Peterbilt\Electrical\references\Exhibit B (11x17).dwg 0.0 0.0 0.0 LEGEND 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 WALL MOUNTED LIGHTING FIXTURE 0.1 0.1 0.0 0.1 0.2 0.1 0.1 0.2 0.2 0.1 0.2 0.2 0.1 0.1 0.2 0.3 GENERAL NOTES 0.1 0.2 0.4 0.2 0.1 0.2 0.4 0.3 0.1 0.2 0.5 0.5 0.1 0.1 0.2 0.4 0.5 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL 0.1 0.2 0.4 0.7 0.2 0.0 0.2 0.5 0.8 0.5 CITY/COUNTY/STATE REGULATION AND CODES. 0.1 0.5 0.8 0.7 0.1 0.1 0.5 0.7 0.8 0.4 0.7 0.8 0.2 0.1 0.4 0.7 0.9 0.5 2. ALL PHOTOMETRIC VALUES SHOWN ON SITE PLAN IN 0.3 0.8 0.9 0.1 0.8 B B 0.1 TABLES ARE IN FOOTCANDLES (FC). 1FC = 10.76 LUX. 0.6 0.8 0.1 0.1 0.7 0.7 C 0.4 0.5 0.9 0.8 3. CALCULATED VALUES ARE DERIVED THROUGH A 0.2 1.1B B 0.1 0.6 COMPUTER BASED MODEL WITH LIGHT FIXTURE DATA 0.7 0.1 0.6 0.4 AS SUPPLIED BY MANUFACTURER THROUGH IES FILES. 0.3 0.7 0.1 B 0.9 4. ANY DEVIATION FROM SPECIFIED FIXTURE MODELS AND 0.1 0.7 C 0.3 0.4 0.6 0.1 MOUNTING HEIGHTS IN THIS EXHIBIT WILL DISCOUNT 0.1 1.0 THE VALIDITY OF THESE CALCULATIONS. 0.1 0.7 C 0.2 0.6 0.5 0.1 0.2 3.8A A 1.3 2.8 1.7 5. THE PHOTOMETRIC ANALYSIS EXCLUDES ALL EXISTING 3.8 0.1 0.1 0.8 4.2 0.4 PROPOSED OFF SITE STREET LIGHTING AND 0.6 4.5 0.1 0.3 1.0 LANDSCAPE LIGHTING. 4.1 1.9 3.5 2.8 0.1 0.9 C 3.3 0.3 0.7 3.2 0.6 0.1 6. PROPOSED BUILDING MOUNTED LIGHTS ARE SHOWN 0.4 A 3.8 1.0 MOUNTED AT 12'. 3.8 1.3 0.1 0.7 1.6 0.1 0.5 2.1 0.3 0.1 0.2 2.9 0.5 3.4 0.6 0.1 2.5 0.7 0.9 1.1 0.0 0.5 1.9 0.2 0.2 2.7 0.2 2.9 0.2 0.1 0.9C A 0.5 0.0 0.6 1.1 0.1 0.3 1.9 0.1 0.1 1.5 0.1 0.6 0.3 UND 0.6 0.7 0.0 E FO OP. 0.3 1.1 N PIP IRO NE OF PR T 1.0 ' 0.66 NER HAL ASP 0.1 0.2 COR E OF EDG 0.3 0.7 0.4 0.3 0.00.0 0.1 C 0.3 0.0 0.1 0.1 0.0 0.6 0.0 0.3 0.0 0.0 0.1 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.4 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 LINE FOG Saved Wednesday, March 25, 2026 12:51:50 PM GAVIN.DIVINCENT Plotted Wednesday, March 25, 2026 12:52:47 PM Divincent, Gavin 0.0 0.0 0.0 IRON ROD 0.0 FOUND ON PROP. CORNER 0.0 0.0 0.0 D 0.0 OA O KR A HO IDGE AS PH AL T RO I LLE BR OF E9 SV T GE UT -ANN AL ED R O L L PH US KSKI AS E PE KHA PROJECT: 122233000 Leal Peterbilt DATE: 03-25-2026 NORTH 70 Roa Hook Road Town of Cortlandt, New York SITE PLAN DESIGNED BY: DRAWN BY: GAD © 2021 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. 1 NORTH LEXINGTON AVENUE, SUITE 505 GAD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 110 C:\Users\Gavin.Divincent\OneDrive - KH\Desktop\Lighting\Peterbilt\Electrical\references\Exhibit B (11x17).dwg Saved Wednesday, March 25, 2026 12:51:50 PM GAVIN.DIVINCENT Plotted Wednesday, March 25, 2026 12:52:47 PM Divincent, Gavin KHA PROJECT: 122233000 Leal Peterbilt DATE: 03-25-2026 70 Roa Hook Road Town of Cortlandt, New York DETAILS DESIGNED BY: DRAWN BY: GAD © 2021 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. 1 NORTH LEXINGTON AVENUE, SUITE 505 GAD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 111 NB b Ca ctor Tra SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 112 Trac tor Cab SB SB NB SB SB SB SB NB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 113 Trac tor Cab SB SB NB SB SB SB SB NB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 114 Trac tor Cab SB SB NB SB SB SB SB NB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 115 SB SB Cab ctor Tra NB NB SB SB SB NB SB NB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 116 SB Cab ctor Tra SB SB NB NB SB SB SB NB NB SB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 117 Cab ctor Tra SB SB SB NB NB SB NB NB SB SB NB NB SB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 118 Cab ctor Tra SB SB NB NB SB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 119 NB SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 TZ WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 120 NB SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 121 NB SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 122 NB SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 123 NB SB SB NB NB SB SB NB NB PROJECT:70 ROA HOOK ROAD DATE: 03-23-2026 DESIGNED BY: JC © 2025 KIMLEY-HORN ENGINEERING AND LANDSCAPE ARCHITECTURE OF NEW YORK, P.C. DRAWN BY: 1 NORTH LEXINGTON AVENUE, SUITE 505 AD WHITE PLAINS, NY 10601 PHONE: 914-368-9200 CHECKED BY: JC WWW.KIMLEY-HORN.COM Page 124 April 22, 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 enclosed updated landscape and lighting plans, which have been updated to reflect the architectural renderings presented at the April 7, 2026 Planning Board meeting. The updated landscape plan will provide screening of the proposed parking lot while permitting views of the building from certain vantage points along Crompond Road. Additionally, enclosed Figure 1, Parking Lot Perimeter Landscaping provides calculations demonstrating that the proposed perimeter landscaping meets the minimum 5% requirement based on the parking lot area. We look forward to continuing the review of this application with the Planning Board based on your site visit. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: VS Construction, Zarin & Steinmetz, BHC Architects Page 125 PARKING AREA 17,360 SF PARKING AREA INTERIOR LANDSCAPING 933F - 5.3% Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 3 AO Λ Λ Λ X X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X X Λ Λ X Λ Λ X X Λ Λ X Λ X Λ X Λ X Λ Λ X X Λ X Λ X Λ X Λ 1 AO X Λ X Λ X Λ X Λ Λ X Λ Λ X Λ X Λ Λ X Λ Λ X Λ Λ X Λ X Λ Λ X Λ Λ X Λ Λ Λ X Λ Λ X Λ Λ X Λ Λ Λ X Λ Λ X Λ Λ X Λ Λ Λ 3 BD X Λ Λ Λ X Λ Λ Λ X Λ 1 TR Λ Λ Λ Λ X Λ Λ Λ X Λ Λ X Λ X Λ X Λ 3 TR X Λ 1 LR X Λ X Λ Λ X Λ X 3 BD Λ X X Λ Λ X 10 PC Λ X X Λ X 5 PS Λ 1 LR 3 BD X Λ 1 TR X Λ X X Λ X 5 PG Λ X 5 PG 3 LR 1 LR 1 LR 5 PG 3 PG 1 UN 2 UN 3 PC 1 UN 3 UN PARKING LOT PERIMETER LANDSCAPING EVERGREEN MANOR FIGURE NO. 1 CORTLANDT, NY Page 126 PLANT SCHEDULE CODE QTY BOTANICAL / COMMON NAME CONT/SIZE REMARKS A. SHADE TREES AO 4 ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY RED MAPLE B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING LR 7 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' / ROUND-LOBED SWEET GUM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING TR 5 TILIA AMERICANA 'REDMOND' / REDMOND AMERICAN LINDEN B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING UN 7 ULMUS AMERICANA 'NEW HARMONY' / NEW HARMONY AMERICAN ELM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING EVERGREEN MANOR B. EVERGREEN TREES Town of Cortlandt, New York PC 13 PICEA PUNGENS / COLORADO SPRUCE B&B/ 8'-9' HGT. FULL, DENSE, AND BALANCED SHAPE PG 18 PICEA GLAUCA / WHITE SPRUCE B&B/ 7'-8' HGT. FULL, DENSE, AND BALANCED SHAPE PS 5 PINUS STROBUS 'BENNETT'S FASTIGIATE' / BENNETT'S FASTIGIATE WHITE PINE B&B/ 7'-8' HGT. FULL, DENSE, AND BALANCED SHAPE C. ORNAMENTAL TREES BD 9 BETULA NIGRA 'BNMTF' / DURA HEAT® RIVER BIRCH B&B/ 7'-8' HGT. BALANCED AND FULL BRANCHING NATIVE RESTORATION SEED MIX 10,635 sf OWNER / APPLICANT WOODLAND RESTORATION AREA SEED MIX V.S. CONSTRUCTION CORPORATION ERNMX-132-1 "RIGHT OF WAY NATIVE WOODS MIX WITH ANNUAL RYEGRASS" BY 37 CROTON DAM ROAD ERNST CONSERVATION SEEDS (800) 873-3321 OR APPROVED EQUAL. INCLUDES THE FOLLOWING: OSSINING, NY 10562 ANNUAL RYEGRASS, DEERTONGUE, SWITCHGRASS, VIRGINIA WILD RYE S SEEDING RATE: 30 LBS/ACRE PLANNER, CIVIL ENGINEER, LANDSCAPE SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS. APPLICATION METHOD: HYDROSEED WITH MULCH TACKIFIER. ARCHITECT DTS P O DENT  ntelligent Land se LAWN 8,066 sf DTS Provident Design Engineering, LLP CA #: 0017846 LAWN SEED MIX - SUN/SHADE One North Broadway HARDSCRABBLE "ALL PURPOSE SUN/SHADE MIX" AS SUPPLIED BY White Plains, NY 10601 HARDSCRABBLE FARMS, INC. (914) 669-5633 OR APPROVED EQUAL. CONTAINS THE FOLLOWING: P: 914.428.0010 30% SOPRANO PERENNIAL RYE, F: 914.428.0017 30% INTEGRA PERENNIAL RYE, 30% REBEL IV TALL FESCUE, ARCHITECT - PARCEL 3 10% PALOUSE KENTUCKY BLUEGRASS BEATTY HARVEY COCO ARCHITECTS SEEDING RATE: 6 LBS/1,000 SF. 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 S SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 0+0 0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 1+00 Λ Λ POST TOP MOUNTED LIGHT Λ Λ Λ Λ Λ S Λ Λ Λ Λ Λ 14" MOUNTING HEIGHT Λ Λ Λ 378 Λ Λ Λ Λ Λ WITH AMBER LIGHT Λ 2+00 Λ 376 Λ Λ Λ 376 Λ Λ Λ Λ 13'-0" Λ 376 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SEPARATION, Λ Λ Λ Λ 378 Λ 3+0 Λ Λ Λ Λ Λ Λ 0 Λ Λ 3 AO Λ TYP. BUILDING MOUNTED Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DOWN LIGHT 15' Λ Λ Λ Λ Λ Λ 378 Λ Λ Λ Λ MOUNTING HEIGHT (TYP.) Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 1 AO Λ UPo 6 E Λ Λ ENU Λ 37 Λ Λ Λ Λ Λ Λ Λ le Λ 4+0 S Λ Λ Λ 0 E AV Λ Λ Λ Λ Λ Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ 1-800-962-7962 OR 811 Λ Λ 3 BD Λ Λ PARKING LOT DOWN LIGHT 15' Λ LAFA Λ Λ 1 TR Λ Λ S MOUNTING HEIGHT (TYP.) F Λ ton Λ Λ L Λ W Λ A Λ eW Λ 5+0 E GG ABELLA GED BY 0 7+00 T Λ Λ LAN all 376 Λ Λ 3 TR E 1 LR Λ D Λ L Λ S D Λ Λ J 3 BD Λ S ULY X Λ Λ F 10 PC Λ LAG Λ 5 PS Λ 1 LR 3 BD X Λ 1 TR S 8+00 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 1 6+0 Λ 5 PG Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 0 4 X 6 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ , 202 3 LR 37 1 LR 5 PG ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 376 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ 1 LR Ston 5 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL eW Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Stone ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS all 5 PG Λ SHOWN BY THESE DRAWINGS. UPo 3 PG Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Wall le YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ C DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 376 372 onc 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Pad rete Λ 1 UN Copyright DTS Provident Design Engineering, LLP 2025 2 UN All rights reserved. 3 PC 1 UN NOT FOR CONSTRUCTION S UPo le 3 UN UPole UPole 1 01/21/2026 SITE PLAN APPLICATION 02/18/2026 ISSUE TO PLANNING BOARD Post Ligh 2 UPole UPole UPo t UPo UPo UPo 3 03/25/2026 ISSUE TO PLANNING BOARD UPo le le le le le UPo UPo le le UPole UPole Con Ston Aspha UPole cret eW Sign e Pa lt Drive all S UPole d Ston eM UPo aso nry AD le Re RO tain D in 02 S ON gW Con MP E 35/2 S all c. UPole Cu O CR OUT rb UPole R REQUIRED TREES TO BE PLANTED PARCEL 3 - UPo TREE REQUIRED PER LIMIT OF DISTURBANCE: 65 SITE LANDSCAPE PLAN le S TOTAL NUMBER OF TREE REQUIRED 65 PROPOSED PLANTING REPLACEMENTS TOTAL RATIO ACCOUNTED LANDSCAPE COVERAGE: SHADE TREES 23 1:1 23 LANDSCAPE NOTES: 1. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR EVERGREEN TREES 9 1:1 3 YEARS SHALL BE REPLACED BY PERMIT HOLDER AT NO EXPENSE TO PARKING LOT: 17,360 SF ORNAMENTAL TREES 36 3:1 36 SP-4.1 TOWN OR OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER LANDSCAPE PERCENTAGE REQUIRED 5% (868 SF) Sto 62 CONKLIN AVENUE OF THE PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS e n FOLLOWING THE WRITTEN DEMAND OF SUCH A REPLACEMENT FROM Wall THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS MAY BE SPECIFIED. LANDSCAPE PERCENTAGE PROPOSED 5.3% (933 SF) (SUBJECT TO CHANGE PER FINAL TREE INVENTORY SURVEY) CONNECT PROPOSED 8" Page 127 TREE PIT DIAMETER AT PLANTING, PRUNE TREE PIT DIAMETER BALL DIA. MIN. PIT WIDTH TREES ONLY TO REMOVE BROKEN OR CROSSING BALL DIA. MIN. PIT WIDTH UP TO 48" BALL DIA. +2' BRANCHES AS DIRECTED UP TO 48" BALL DIA. +2' WOOD TREE STAKE 48" UP 1 3/4 x BALL DIA. WOOD TREE STAKE BY OWNER'S 48" UP 1 3/4 x BALL DIA. CLEAR OF ROOT BALL HYDROSEED (FOR SEEDED SLOPES) EVERGREEN MANOR CLEAR OF ROOT BALL REPRESENTATIVE AND TREE STAKE TIE OR EROSION CONTROL BLANKET ON PIT DIAMETER IN COMPACTED SOIL AND TREE STAKE TIE (SEE NOTE #1) ALL EXPOSED SLOPES GREATER (SEE NOTE #1) PIT DIAMETER IN COMPACTED SOIL BALL DIA. MIN. PIT WIDTH THAN OR EQUAL TO 3:1 TOP OF ROOT COLLAR FLUSH BALL DIA. MIN. PIT WIDTH TOP OF ROOT COLLAR FLUSH UP TO 48" BALL DIA. +5' Town of Cortlandt, New York WITH GROUND LEVEL; NO WITH GROUND LEVEL; NO PREVIOUS GROWING LEVEL AT 48" UP 2 x BALL DIA. UP TO 48" BALL DIA. +5' MULCH WITHIN 6" OF TRUNK MULCH WITHIN 6" OF TRUNK FINISHED GRADE 48" UP 2 x BALL DIA. 2" DEEP MULCH 2" DEEP MULCH - NO MULCH STAKING DIAGRAM SECONDARY 2" DEEP MULCH WITHIN 6" OF TRUNK AFTER PLACEMENT REMOVE STAKING DIAGRAM 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 SAUCER CAL. STAKES LOCATION SAUCER BERM DOWNHILL SIDE ONLY 2"-4" 2 180 DEGREES LACINGS; REMOVE AT LEAST CAL. STAKES LOCATION 3 120 DEGREES TOP HALF OF ANY BURLAP OR 2"-4" 2 180 DEGREES GROUND LEVEL EXTENT OF 4"-6" TOP OF ROOT COLLAR FLUSH WIRE BASKET AFTER TREE IS EXTENT OF 4"-6" 3 120 DEGREES ROOT BALL STABILIZED IN PIT TOPSOIL MIX WITH GROUND LEVEL; NO 2" ROOT BALL MULCH WITHIN 6" OF TRUNK FEATHER OUT ON 1:1 GRADIENT 2" SECONDARY 6'-0" TREE PLANTING TIE 6" HIGH PLANTING SAUCER STAKES TREE PLANTING TIE SECONDARY SCARIFY WALL AND TO ALLOW SWAY 3" HIGH PLANTING SAUCER EXISTING SLOPE 0° TOPSOIL MIX TO ALLOW SWAY STAKES BOTTOM OF PIT ALL 3" DEEP MULCH PRIMARY STAKE 12 0° GROUND LEVEL 12 AROUND WITH SHARP TOOL TOPSOIL MIX UNDISTURBED SOIL 2" PRIMARY STAKE REMOVE ALL STRINGS, 6" 3'-0" GROUND LEVEL 3" TWINES, AND LACINGS IF ANY UNDISTURBED SUBGRADE DIRECTION OF 12 SCARIFY WALL AND BOTTOM 0° DIRECTION OF 12 PREVAILING WIND TREE TRUNK OF PIT ALL AROUND WITH 0° SCARIFY WALL AND PREVAILING WIND SHARP TOOL TREE TRUNK VARIES - SEE BOX AFTER PLACEMENT, REMOVE BOTTOM OF PIT ALL OWNER / APPLICANT 6" SECONDARY 3'-0" SECONDARY ALL STRINGS, TWINES AND AROUND WITH SHARP TOOL 6" STAKES LACINGS; REMOVE AT LEAST UNDISTURBED SUBGRADE STAKES TOP HALF OF ANY BURLAP OR V.S. CONSTRUCTION CORPORATION UNDISTURBED SUBGRADE WIRE BASKET AFTER TREE IS 37 CROTON DAM ROAD VARIES - SEE BOX STABILIZED IN PIT NOTE: 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG PLANTING MOUND; UNDISTURBED NOTE: VARIES - SEE BOX OSSINING, NY 10562 OR TAMPED SUBGRADE PLANTING MOUND; PLANTING MOUND; UNDISTURBED WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG UNDISTURBED OR OR TAMPED SUBGRADE OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 TAMPED SUBGRADE NOTE: NOTE: STAKING DIAGRAM. OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE 1. SCARIFY ROOT BALL OF CONTAINER 1. PLANTS SET VERTICALLY, NOT PERPENDICULAR TO SLOPE. 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 W/SHARP TOOL. 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. SHARP TOOL. ARCHITECT DTS P O DENT  DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SHRUB PLANTING SLOPE PLANTING ntelligent Land se 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 P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 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 2025 All rights reserved. NOT FOR CONSTRUCTION 1 01/21/2026 SITE PLAN APPLICATION 2 02/18/2026 ISSUE TO PLANNING BOARD 3 03/25/2026 ISSUE TO PLANNING BOARD PARCEL 3 - PLANT LIST AND PLANTING DETAILS SP-4.2 Page 128 PARKING LOT DOWN LIGHT (DL) POLE AND FIXTURE SCHEDULE # of Throw Fixture and Pole ID # Fixtures Type Manufacturer Fixture Order Number Pole Order Number DL1 1 T4M GARDCO DL1-P-A03-8272-T2M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK DL2 1 T2M GARDCO DL1-P-A03-8272-T2M-WAL-FAWS6-BK DL3 1 T4M GARDCO DL1-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK EVERGREEN MANOR DL4 1 T4M GARDCO DL1-P-A03-8272-T4M-WAL-FAWS6-BK Town of Cortlandt, New York DL5 1 T3M GARDCO DL1-P-A03-8272-T4M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK DL6 1 T2M GARDCO DL1-P-A03-8272-T2M-WAL-FAWS6-BK DL7 1 T3M GARDCO DL1-P-A03-8272-T2M-HIS-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK DL8 1 T2M GARDCO DL1-P-A03-8272-T2M-WAL-FAWS6-BK 2.6' DL9 1 T3M GARDCO DL1-P-A03-8272-T2M-AR-FAWS6-BK SRA-STB-4-188-12-D1-BK ALL DOWN LIGHTS INCLUDE A HOUSE SIDE SHIELD (HIS) OWNER / APPLICANT ALL PARKING LOT DOWNLIGHTS ARE MOUNTED AT 15' HIGH V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE OSSINING, NY 10562 # of Throw ID # Fixtures Type Fixture and Pole Manufacturer Fixture Order Number Pole Order Number PLANNER, CIVIL ENGINEER, LANDSCAPE PT1 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF ARCHITECT PT2 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF DTS P O DENT  ntelligent Land se PT3 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF DTS Provident Design Engineering, LLP CA #: 0017846 PT4 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF One North Broadway White Plains, NY 10601 PT5 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF P: 914.428.0010 F: 914.428.0017 PT6 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF HS INDICATED THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD ARCHITECT - PARCEL 3 BEATTY HARVEY COCO ARCHITECTS ALL POST TOP LIGHTS ARE MOUNTED AT 14' HIGH 1300 WALT WHITMAN ROAD PHOTOMETRICS FOR ENTRY DRIVE DO NOT REFLECT AMBER LIGHT USE OF IES FILES FOR AMBER LIGHTS ARE NOT AVAILABLE. MELVILLE, NY 11747 PHOTOMETRICS SHOWN ARE FOR CLOSEST COMPARABLE LIGHT. DTSP IS WORKING WITH LIGHT MANUFACTURERS TO OBTAIN NOTES: LAND USE ATTORNEY 1. ALL LIGHTS HAVE A MAXIMUM MOUNTING HEIGHT OF 15' ZARIN & STEINMETZ 2. ALL SITE LIGHTS ARE MOUNTED ON A 24" DIAMETER CONCRETE BASE. THE BASE FOR POST TOP LIGHTS IS 6" ABOVE 81 MAIN STREET GRADE. THE BASE FOR PARKING LOT DOWNLIGHTS IS 24" ABOVE GRADE. ALL LIGHT POLE BASES EXTEND A MINIMUM OF 5' BELOW GRADE. WHITE PLAINS, NY 10601 3. HIS = INTERNAL HOUSE SIDE SHIELD (NOT REFLECTED IN PHOTOMETRIC CALCULATIONS.) 4. PHOTOMETRIC CALCULATIONS INCLUDE BUILDING MOUNTED LIGHTS. SURVEYOR 5. THE PHOTOMETRIC PLAN AND LIGHTING DETAILS HAVE BEEN SUBMITTED TO AND APPROVED BY TOWN OF CORTLANDT. SUBSTITUTIONS SUBMITTED FOR APPROVAL REVIEW BY PROJECT ENGINEER MUST HAVE SAME FIXTURE DANIEL T. MERRITTS, PLS STYLE, WATTAGE, COLOR TEMPERATURE, AND CONSTRUCTION QUALITY AS THE SPECIFIED FIXTURE. PRIOR TO 394 BEDFORD ROAD SUBSTITUTION REQUEST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PRODUCE A POINT BY POINT LIGHTING PLAN PLEASANTVILLE, NY 10570 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 WETLAND CONSULTANT 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 TIM MILLER ASSOCIATES, INC. COMPLY WITH THIS REQUIREMENT WILL RESULT IN THE RETURN OF THE SUBMITTAL AS REJECTED. 10 NORTH STREET 6. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES DO NOT COLD SPRING, NY 10516 REQUIRE AN AMENDMENT OR REAPPROVAL OF THE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN APPROVALS. LIGHTING CALCULATIONS PARKING 0.0 AVERAGE 1.3 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 PROPERTY LINE MAX 34 PT1 MIN 3.4 4W-HS 0.1 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PT2 POST TOP MOUNTED LIGHT UNIFORMITY 4W-HS 14" MOUNTING HEIGHT Λ Λ Λ PT3 RATIO 2.6:1 Λ Λ Λ Λ Λ 0.1 0.5 1.2 0.9 0.9 0.8 0.3 0.3 0.3 0.2 0.2 0.1Λ Λ 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.0Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WITH AMBER LIGHT Λ Λ Λ Λ Λ 4W-HS Λ Λ Λ PT4 Λ Λ Λ ENTRANCE DRIVE Λ Λ Λ Λ Λ Λ Λ Λ 4W-HS Λ0.0 0.1 0.5 1.2 0.9 1.1 1.0 0.4 0.4 1.2 1.3 1.1 1.1 0.5 0.4 0.7 0.6 0.1 0.2 0.1 Λ 0.0 Λ 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.3 1.0 0.7 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ AVERAGE 0.7 Λ PT5 Λ Λ Λ Λ Λ Λ Λ Λ 4W-HS Λ Λ Λ 0.0 0.1 0.4 0.5 0.5 0.6 0.7 0.3 0.4 1.0 0.9 0.9 1.1 0.4 0.4 0.9 1.2 1.1 1.4 0.6 0.2 0.3 0.9 0.8 0.2 0.3 0.1 0.1 Λ0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.9 1.3 0.9 0.7 0.7 0.7 0.5 0.0 0.0 0.0 0.0 0.0 0.0 MAX 1.4 Λ Λ Λ Λ Λ Λ Λ MIN 0.1 Λ Λ Λ Λ 0.1 Λ PT6 0.0 Λ 0.1 0.1 0.2 0.2 0.3 0.2 0.3 0.4 0.4 0.4 0.7 0.3 0.3 0.8 0.7 0.8 1.1 0.5 0.2 0.4 1.0 1.0 1.1 1.3 0.5 0.3 0.6 0.8 0.2 0.2 Λ Λ Λ0.1 0.0 0.0 0.0 0.0 0.6 0.0 2.2 1.3 0.9 0.7 0.9 1.1 0.8 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ DL1 Λ Λ Λ Λ 4W-HS Λ UNIFORMITY Λ Λ Λ Λ Λ Λ Λ Λ Λ T4M-HIS Λ Λ BUILDING MOUNTED Λ Λ 0.2 Λ RATIO 7.0:1 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 0.1 Λ 0.2 0.3 0.3 0.3 0.5 0.3 0.1 0.3 0.7 0.6 0.7 1.0 0.4 0.3 0.7 1.3 1.2 1.4 0.7 0.2 0.1 0.0 0.3 0.6 1.6 1.9 1.2 0.9 0.9 1.4 2.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ DOWN LIGHT 15' Λ Λ Λ Λ Λ Λ Λ ENTRANCE WALK Λ Λ Λ MOUNTING HEIGHT (TYP.) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Λ 0.2 Λ 0.2Λ 0.2 0.3 0.4 0.2 0.3 0.7 0.7 0.9 1.2 0.6 0.3 0.6 1.2 0.7 0.8 1.6 1.5 1.1 0.8 1.2 2.4 3.3 0.0 0.0 0.0 0.0 Λ Λ Λ Λ Λ Λ DL2 Λ AVERAGE 0.8 Λ Λ Λ Λ Λ T2M Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 Λ 0.3 0.4 0.7 0.4 0.3 0.7 1.2 1.2 1.7 1.8 1.2 0.9 0.8 1.3 2.6 3.2 0.0 0.0 0.0 0.0 E Λ MAX 1.8 Λ ENU Λ Λ Λ Λ Λ Λ Λ Λ Λ 0.2 Λ Λ 0.5 MIN 0.2 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.5 0.6 0.8 1.2 1.1 0.8 0.7 0.8 1.2 1.9 1.9 0.7 0.7 0.0 0.0 0.0 0.0 0.0 Λ E AV Λ Λ Λ Λ Λ Λ Λ UNIFORMITY Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ0.1 Λ 0.3 Λ 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.7 0.8 0.8 0.8 1.0 1.4 1.2 1.6 1.0 0.6 0.4 0.4 0.0 0.0 0.0 0.0 DL4 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ RATIO 4:1 1-800-962-7962 OR 811 Λ T2M PARKING LOT DOWN LIGHT 15' Λ DL8 Λ LAFA Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.0 1.0 1.3 1.4 1.8 2.1 2.8 0.0 2.8 1.3 0.7 0.5 0.5 0.4 0.3 0.1 0.0 0.0 Λ Λ MOUNTING HEIGHT (TYP.) T2M Λ Λ Λ Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.2 1.4 1.4 1.4 1.5 1.7 2.1 3.3 3.4 2.2 1.0 3.0 3.2 1.5 0.8 0.8 0.8 0.7 0.3 0.1 0.0 0.0 Λ Λ Λ Λ DL6 Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.6 2.1 2.0 1.6 1.5 1.3 1.4 2.1 2.1 1.7 1.2 0.8 0.7 0.8 2.3 1.9 1.1 0.9 1.4 1.6 1.2 0.3 0.1 0.0 T2M Λ Λ Λ Λ0.4 Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.8 1.8 2.2 1.9 1.3 0.8 0.7 1.0 1.4 1.5 1.3 1.2 1.1 1.2 1.7 3.1 3.2 1.2 1.0 0.8 1.0 1.6 2.2 1.4 0.3 0.1 0.0 Λ DL9 X DL3 Λ Λ Λ T3M-HIS Λ 0.5 T4M-HIS Λ 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.3 1.0 0.6 0.6 0.9 1.4 1.8 1.7 1.5 1.2 1.2 1.5 2.4 3.2 2.5 1.3 1.0 0.9 0.7 0.8 1.1 1.7 2.4 1.1 0.2 0.1 X Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ Λ Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT X DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.2 0.2 0.4 0.8 1.8 2.3 2.0 1.5 1.0 0.9 1.1 1.4 1.7 1.5 1.2 1.0 0.9 0.8 0.8 0.9 1.3 1.4 0.5 0.2 0.1 Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.9 2.0 1.2 0.8 0.7 0.7 0.8 1.0 1.3 1.3 1.2 1.1 0.9 0.8 0.8 0.8 0.5 0.2 0.1 0.1 Λ DL5 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 T3M-HIS 0.5 0.4 0.4 0.4 0.5 0.7 1.0 1.5 1.7 1.7 1.3 1.1 0.8 0.7 0.5 0.3 0.1 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 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.3 0.5 1.0 2.0 2.3 2.0 1.4 0.9 0.7 0.6 0.4 0.2 0.1 0.0 SHOWN BY THESE DRAWINGS. Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DL7 Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.9 1.9 1.8 1.1 0.7 0.5 0.4 0.2 0.1 0.1 T3M-HIS 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.0 Copyright DTS Provident Design Engineering, LLP 2025 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 All rights reserved. 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 NOT FOR CONSTRUCTION 0.0 0.0 0.0 0.0 0.0 1 01/21/2026 SITE PLAN APPLICATION 2 02/18/2026 ISSUE TO PLANNING BOARD 3 03/25/2026 ISSUE TO PLANNING BOARD AD D RO ON 02 O MP E 35/2 C R O UT R PARCEL 3 - SITE LIGHTING PLAN 30.0 ' SP-5.1 CONKLIN AVENUE Page 129 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'-6" 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 LAMP TYPE: 36 LED FIXTURE COLOR: BLACK MATTE PROPOSED SUBSTITUTION ACHIEVES THE IESNA RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL Town of Cortlandt, New York 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 14' 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 PARKING APPROVAL PRIOR TO PLACEMENT OF ORDERS. LOT 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 DTS P O DENT  POST TOP LIGHT ntelligent Land se 3 SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 P: 914.428.0010 GROUND LUG HANDHOLE - FUSED CONNECTION AT EVERY POLE F: 914.428.0017 ATTACHED TO POLE BOND ALL CONDUITS TO POLE, POLE BASE AND GROUND LUG ARCHITECT - PARCEL 3 ACORN NUTS, TYP. BEATTY HARVEY COCO ARCHITECTS 6" COVER 1300 WALT WHITMAN ROAD 1" X 1" CHAMFER MELVILLE, NY 11747 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 PER TOWN OF CORTLANDT ZONING CODE SECTION 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 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. APPROVAL HAS BEEN ISSUED, A CHANGE REQUEST 1-800-962-7962 OR 811 15' MUST BE SUBMITTED TO THE DIRECTOR OF CODE CENTERLINE POLE ENFORCEMENT FOR REVISED APPROVAL. BOLT PATTERN TO MATCH POLE 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 2025 All rights reserved. PARKING LOT DOWNLIGHT NOT FOR CONSTRUCTION 8 SCALE: N.T.S. 1 01/21/2026 SITE PLAN APPLICATION ELECTRICAL SITE LIGHTING NOTES: 2 02/18/2026 ISSUE TO PLANNING BOARD 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, LAWS AND REGULATIONS. 3 03/25/2026 ISSUE TO PLANNING BOARD 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA REGULATIONS. 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO OWNER. 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. 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 3 - 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. 9. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND CONDUIT LAYOUT. PARKING LOT DOWNLIGHT FIXTURE (DL) SCALE: N.T.S. 5 PARKING LOT DOWNLIGHT FIXTURE SCALE: N.T.S. 6 PARKING LOT DOWNLIGHT POLE SCALE: N.T.S. 7 ELECTRICAL SITE LIGHTING NOTES SCALE: N.T.S. 9 SP-5.2 Page 130 Page 131 Page 132 Hospital Campus Page 133 Plan Layout Page 134 New Work Plan Existing New LINAC Page 135 Elevation Plans Page 136 Page 137 TOWN OF CORTLANDT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT Town Hall, 1 Heady Street Town Supervisor Cortlandt Manor, NY 10567 Richard H. Becker, MD Chris Kehoe, AICP – Director Main #: 914.734.1080 Town Board Planning Staff: James F. Creighton Heather LaVarnway, CNU-A, AICP Cristin Jacoby Michelle Robbins, AICP Robert Mayes Joyce C. White MEMORANDUM TO: Planning Board Members FROM: Chris Kehoe, AICP, Planning Director Heather LaVarnway, CNU-A, AICP, Planner Michelle Robbins, AICP, Assistant Planner SUBJECT: PB 2024-4 Application of John Lentini on behalf of J Glamour Nails & Spa Inc., for Site Development Plan approval for removal of existing building and construction of larger, 2-story structure for a nail/beauty salon use, located at 3172 E. Main Street (US Route 6). Section 24.6, Block 1, Lot 18 DATE: February 13, 2026 The Planning Department reviewed the subject application consisting of: • Plot Plan for 3176 E. Main Street dated 5/12/25 and last revised 12/31/25 • Details and Architecturals dated 9/3/2025 and last revised 10/22/25 Project Description: The applicant is applying for a change of use and amended site plan to construct a two-story beauty salon on a site formerly occupied by a one-story restaurant. The applicant is proposing to demolish the existing structure and possibly re-use the foundation for a new two-story structure. The existing building footprint would be expanded to include additional square footage over two stories. The site shares access from Route 6 with the residential building on the adjacent parcel to the east. Upon review of the above items, we offer the following observations and comments: Additional Information Required: 1. The applicant shall provide the following additional information on the plot plan: A. The footprint of the existing building and the proposed building expansion. These items should be clearly labeled. B. Clearly label the proposed setbacks from all of the proposed building corners. C. Include the existing sidewalks along the Route 6 frontage. D. Site-wide front, rear, and side yard setback lines shall be shown on the plan. E. A dimensioned graphic for the wall-mounted sign shown on the architectural elevations. If additional sign details are known, they should be provided as well. 2. Per §307-12.3-E, the applicant shall provide a separate photometric plan with footcandle grid showing lighting levels throughout site, along with a luminaire schedule. Photometrics are typically procured in consultation with the lighting manufacturer based on the specific fixtures selected. Complete Page 138 Page |2 manufacturer’s cut sheets of each fixture shall also be provided, including details on which fixture specifications are proposed for this project. The lighting information currently shown on the plot plan is insufficient. 3. The applicant shall provide a separate landscaping plan with plant schedule indicating the number, type, and size at planting of all proposed plant materials. A key shall be included so that the locations of all proposed plant materials can be identified on the landscaping plan. Existing plant materials that will be retained shall be adequately labeled and included in the plant schedule. 4. A site circulation plan shall be provided that illustrates how vehicles, particularly garbage and fire trucks, will maneuver the site. This parcel is within the Lake Mohegan Fire District; the applicant should reach out directly to the fire district to determine which apparatus is likely to be the largest one to respond to a call at this site. Site Layout: 5. As shown on the plans, the asphalt area between the front of the building and Route 6 appears to remain as-is. In order to prevent people from illegally parking in the front yard, which is too narrow to safely accommodate parking and two-way vehicle traffic, this area should be reclaimed for lawn/landscaping. 6. It appears that the proposed building would not meet the required side yard setbacks, potentially requiring multiple variances. Since the existing structure will be demolished and a new building footprint introduced on the site, the applicant should work with the Town to develop a more efficient site layout that prioritizes sound design and safety. 7. The proposed refuse container location at the rear of the parking lot is not accessible if there are vehicles parked in the adjacent parking spaces. The applicant shall relocate the refuse container to an area that eliminates such conflicts and allows a garbage truck to access the dumpster and easily maneuver around the site. 8. Per §154 of the Town code, the dumpster area shall include a properly designed enclosure, and details of the enclosure shall be provided by the applicant. 9. The dumpster for the residential building on the adjacent parcel is positioned in an area that could create conflicts with traffic entering and circulating through the commercial site. Although not on the parcel under review, the residential dumpster could be relocated elsewhere on that property to reduce potential vehicle conflicts. Parking & Traffic: 10. The site shares access to Route 6, via three separate curb cuts, with the neighboring residential property. The Planning Board may wish to secure a traffic engineer to coordinate with NYSDOT and review the proposed site layout, the location of the site’s curb cuts, and the overall circulation to determine if curb cut closure(s) or other access improvements are warranted based on the proposed new use. 11. The applicant shall provide additional information about the number of client stations/rooms to be included in the building, along with the maximum number of employees and customers that could be on the site at one time. While the proposed number of parking spaces meets the minimum required by code, staff is concerned that the site may be underparked given the volume of customers that could be accommodated in this new, larger structure. If the site is significantly underparked, it could lead to customers illegally parking elsewhere onsite and potentially creating safety concerns. If additional parking spaces appear warranted, the applicant shall review the layout to determine where they could be provided. The Planning Board could consider land banking these additional spaces until the need for them materializes. Page 139 Page |3 12. The commercial and adjacent residential parking areas currently flow together without delineation, which creates the potential for conflicts and safety issues between the intermingled traffic. The Planning Board may want to consider requiring a fence, safety bollards, or some other type of separation along a portion of the lot line between the parking area of the commercial property and the patio and rear yard of the residential property to improve safety and ensure privacy for the residential use. 13. The applicant shall ensure that all accessible parking spaces are properly sized, striped, and signed. Architecture: 14. The applicant shall provide color renderings of the proposed buildings to clearly illustrate the proposed design and materials. 15. The applicant shall confirm whether the floor plans provided (revision date 10/22/25) accurately reflect the proposed interior of the building, on all floors. Nail/beauty stations, and other interior breakdowns of space, shall be clearly indicated on the floor plans; this will help inform expected parking needs. Floor plans shall be provided showing any basement and third story levels, if proposed. 16. The new building should be designed to avoid building entrances that would place pedestrians entering/exiting the building directly into the internal traffic lane. For example, the stair access shown on the “Right Side Elevation” would drop people directly into the vehicular path of travel. Referrals: The subject application has been referred to the Department of Technical Services for their review and comment. DOTS has already provided a review memo dated December 15, 2025. SEQRA: The subject application is classified as an unlisted action pursuant to the New York State Environmental Quality Review Regulations. The applicant submitted a Short EAF in July 2024. The applicant should submit a revised Part One of the Short Environmental Assessment Form for the Board to use together with all information submitted with this application to evaluate what, if any, significant environmental impacts may result from the proposed project by completing parts two and three thereof, as applicable. The Planning Board shall declare their intent to be Lead Agent when the case returns to the Board. A coordinated review is required. The application must be forwarded to the NYSDOT as an involved agency. Attached is a current street view and an aerial view of the subject parcels(s). The drawing set was previously distributed to the Planning Board. cc: Dr. Richard Becker, Town Supervisor James Creighton, Town Board Liaison Michael Cunningham, Esq., Deputy Town Attorney Chris Lapine, P.E., LaBella Michael Preziosi, P.E., DOTS Catherine Brosnan, P.E., DOTS John Lentini, R.A. Page 140 JOHN A. LENTINI, Architect Cortlandt Manor, NY 10567 April 21, 2026 Town of Cortlandt Department of Technical Services Planning Board 1 Heady St Cortlandt Manor, NY 10567 Attn: Planning Board Chairman Re: 3172 E. Main Street, Mohegan Lake, NY proposed expansion and change of use application PBCK-24-6 , A-24-539, A-24-792 (sewer) and A-24-802 (sewer) Dear Chairman: I have revised THE site plan in response to the 2/13/2026 memorandum as follows: Additional information required Comment 1.A. I have embellished the plan to highlight the layout of the proposed expansion. Please note I have corrected a Cadd conversion issue whereby drawn plan contrast was lost. Further I can convert for printing in any format, however, plans are formatted for D size media, 36” x 24”. I believe that the Town only has printing capability for Tabloid 17” x 11”, therefore, I am providing the same plan but in each media. Comment 1.B. I believe that my contrast issue produced this comment that I believe is, now, corrected. Comment 1.C. I have hatched the sidewalks so as to be clearer. Comment 1.D. Plans have been revised adding missing setback dimensions or highlighting dimensions that existed on the plan. Comment 1.E. Plans revised with added sign detail on drawing S-2. Page 141 4/21/2026 continued Comment 2. Code compliant light fixtures have been shown on plan in place of existing lighting shown. Please refer to my general note following the line item response. Comment 3. Drawing S-3 has been added to the set to partially address this comment. Please see general note following line item response. Comment 4. Drawing S-3 has been added to the set to partially address this comment. Please see general note following line item response. Site Layout. Comment 5. I believe that the Town is directing landscaping, as a means to prevent parking is inappropriate for several reasons. Comment 4. concerns first responder’s access to the building perimeter. Landscaping this area will restrict access and increase site maintenance. Landscaping at this location may affect sight distance. Landscaping in front of other properties, including the Crossing Shopping Center, along the North side of E. Main St. is set twice the distance away from road is far more expansive and, in some cases, at a higher elevation. I believe that this comment is a burden to the site and the application. I believe that the site plan complies with Zoning rules regarding impervious surfaces. Comment 6. I have verbally requested referral to the Town’s Zoning Board of Appeals. I have also requested a public hearing to air other potential public comments. Both requests have been denied. Please see general note following line item response. Comment 7. It is the owner’s intent to have a roll – out or carry out refuse service that will only arrive before business hours, if necessary, so that there is no interference with parked automobiles. Please note, this business does not create a large volume of refuse and the owner could likely bring a pail to the curb at collection time. Comment 8. Details for a refuse enclosure has been added to drawing S-3. Comment 9. Please see general note following line item response regarding 3176 E Main Street. Parking and traffic Comment 10. Please see general note following line item response regarding 3176 E Main Street. 2 of 4 Page 142 4/21/2026 continued Comment 11. The layout of the buildings use including all seating has been added to drawing A-1. Although it is unlikely that every chair will be used I have indicated that there are 28 seats per floor including reception and waiting areas. There is a lag time between clients and stations may be left vacant waiting on house cleaning. It is my understanding, and observation of other similar uses, that the employees will be taxied in and many clients will car pool. My wife, Daughter in Law and Granddaughters get dropped off at their chosen nail salon. Even if they drive there are 4 in my family that will arrive in one vehicle. I appreciate the observation, however, the plan conforms to the Town’s Code, with regard to off street parking. Please note the prior business, a restaurant with a similar occupant load, operated with no major issues at the site. Comment 12. . Please see general note following line item response regarding 3176 E Main Street. Comment 13. I believe that parking and stripping is clearly shown on the plan and otherwise subject to Code Enforcement. Comment 14. A color rendering will be provided under separate cover. Comments 15 & 16. I believe that the plans are clear with regard to compliance for these items. Architects General Comment I am very aware of the need to comply with all codes or, if possible, request relief from the governing agency, when compliance is not possible. I am substantially in agreement with all comments, rendered by the Town Staff that are involved with site safety whether it’s a code compliance issue or common sense. Every business operator most adheres to performance standards that insure safety. While I accept many of the comments I cannot always agree with the method suggested to improve the plan. Some of the comments have directions that are not an improvement nor do they enhance safety in my opinion. Perhaps the Town can consider a resolution providing for performance standards rather than re-design of elements of the plan. Comments, regarding the neighboring property (3176), owned by the applicant presents a dilemma. Firstly the drop curb arrangement works well for entering and exiting both sites. The main issue I believe is that the Town cannot approve the subject site plan without approving the arrangement of 3 of 4 Page 143 4/21/2026 continued the two properties that share one of the drop curbs. If not an issue the second issue is providing for the safety of the residents of 3176 E. Main Str. The Final issue involves the potential for selling one of the properties and loosing the control over both properties with regard to safety. I do not believe that the hazards are any greater than any urban area where residential and commercial exist in close and dense proximity. I believe that the attention by the Town is bona fide. This issue, among others, may not be Zoning, Building or Civil Code related, however, is preventing the application from proceeding to public comment or presenting for zoning relief. Performance standards can mitigate hazards. The prior architect and myself have prepared plans based on the belief that there was an ability to preserve the existing setbacks without the need for a variance. Once it became clear the structure needed to be razed we lost any prior right. Several renditions of the plans have been provided with the building area reduced. We have been requested to provide extra surveys and engineering for connecting the sewer main that, I believe would have been approved to connect to the former restaurant, but, can not be approved for connecting to an improvement (the Nail Salon) that is not approved by any aspect of the process. Other items such as site lighting, fire protection and HVAC involve entering into contracts or providing deposits for work that is not approved or may be changed by the continuing process. My client will be placed at a disadvantage if work is changed after a contract is signed. I respectfully request referral to the Town Zoning Board of Appeals and for scheduling one or two public hearings so as to learn of all of the issues. I am committed to continue to work with the Department of Technical Services in order to mitigate all concerns Please include this application on the next scheduled agenda. Respectfully JOHN A. LENTINI ARCHITECT 4 of 4 Page 144 ' 4.94 26.0' 23.9' 10.07' 30.0' 0 ' 30.0' 30. 30.0' 30.0' 166.3' 163.0' 0' 30. 10.0' 30.0' 30.0' 1 1.92' 3.6' 7.92' Page 145 18" 12" 12" 12" 18" 18" Page 146 1 1'-0" 10'-0" 16'-0" 10'-0" Page 147 1 1'-0" 10'-0" 9'-0" 36" 33'-0" 36" 36" 26'-0" Page 148 Michael E. Miele, PE Licensed Professional Engineer Licensed In New York, New Jersey, Connecticut & California New York License # 079676 New Jersey License # 44042 Connecticut License # 23158 California License # 31508 April 20, 2026 Town of Cortlandt Planning Board 1 Heady Street Cortlandt, NY 10567 Re: 56 & 64 Roa Hook Road – Multi Sport Facility Commercial Site Plan Submission – Cover Letter Town of Cortlandt, County of Westchester, State of New York Dear Planning Board The project is a commercial site plan; the property is located in the AWE – Annsville Waterfront Enhancement District. There are (2) parcels as part of this application totaling 2.48 acres. The site plan consists of a proposed 160’x100’ multi-sport facility on Tax Lot 22.16-1-1. Additional parking is provided on tax lot SBL: 22.16-2-2. There is a total of 31 spaces being provided. There is a 25’ access for the lot in the back that separated the two lots. A sidewalk is being provided to access the facility from the overflow parking area. There is currently a single-family dwelling on the property that will be removed. The site will have its own sewage disposal system and will connect to municipal water. All stormwater will be collected and stored underground, in the parking areas. There will be retaining wall provided to allow for proper grading of the site. We look forward to presenting this application at the next available planning board meeting. lf you have any questions, please feel free to call me at any time. Thanks in advance. Sincerely Yours, Michael E. Miele, PE Exp. 8.31.2025 705 Orrs Mills Rd., New Windsor NY 12553 ▲ Phone: 845.629.9693 ▲ mmielepe@yahoo.com Page 149 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 which 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 Name of Action or Project: Multi Sport Facility - 56 & 64 Roa Hook Road Project Location (describe, and attach a location map): 56 & 64 Roa Hook Road, Cortlandt Manor, NY 10567 Brief Description of Proposed Action: The project consists of a proposed 160x100 multi-sport facility. The lot under same ownership to the right of the main lot will serve as additional parking for the multi-sport facility. Name of Applicant or Sponsor: Telephone: Douglas Cooper E-Mail: Address: City/PO: State: Zip Code: NY 10576 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: ✔ 3. a. Total acreage of the site of the proposed action? __________ 2.458 acres b. Total acreage to be physically disturbed? __________ 1.2 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ 2.458 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) ✔ Industrial ✔ Commercial ✔ Residential (suburban) □ Forest Agriculture Aquatic Other(Specify): □ Parkland Page 1 of 3 Page 150 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 Name:Hudson River, Reason:Exceptional or unique character, Agency:Westchester County, Date:1-31-90 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: _____________________________________________________________________________________________ ✔ _____________________________________________________________________________________________ 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: ______________________________________ Individual SDS ✔ _____________________________________________________________________________________________ 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 Page 151 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ 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? Atlantic Sturgeon, Shortnos... ✔ 16. Is the project site located in the 100-year flood plan? 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: _____________________________________________________________________________________________ _____________________________________________________________________________________________ 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:______________________________________________ ✔ ____________________________________________________________________________________________ _ Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste 19. 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: _______________________________________________________________________________ ✔ _____________________________________________________________________________________________ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: ____________________________________________________ Michael Miele, PE __________________________ Date: 4.21.2026 _____________________ Signature: _____________________________________________________Title:__________________________________ Project Engineer PRINT FORM Page 3 of 3 Page 152 EAF Mapper Summary Report Tuesday, April 21, 2026 8:06 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 Yes Area] Part 1 / Question 7 [Critical Environmental Name:Hudson River, Reason:Exceptional or unique character, Area - Identify] Agency:Westchester County, Date:1-31-90 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 Yes Endangered Animal] Part 1 / Question 15 [Threatened or Atlantic Sturgeon, Shortnose Sturgeon Endangered Animal - Name] Part 1 / Question 16 [100 Year Flood Plain] Yes Part 1 / Question 20 [Remediation Site] Yes Short Environmental Assessment Form - EAF Mapper Summary Report 1 Page 153 COMMERCIAL SITE PLAN MULTI-SPORT FACILITY 56 & 64 ROAD HOOK ROAD DOUGLAS MARSHALL COOPER ASSOCIATES, LLC Page 154 N N 84° 84 09 °2 '0 9' 0" 00 E " E Dee Su d rve y/F .M. #2 061 N 40 °4 4' 26 30 7. " W 40 ' Part of Tax Lot 22.16-2-2 Area = 27,349.74 Sq. Ft. =0.627 Acres Tax Lot 1 Area = 52,855.630 S.F. = 1.213 Acres RETAINING WALL PROPOSED 160X100' SDS MULTI-PURPOSE SPORTS FACILITY 1ST FLOOR FIELDS 2ND FLOOR VIEWING GALLERY PUMP STATION EASEMENT 0 20 40 80 160 1 INCH = 20 FEET GRAPHIC SCALE Edge of Asphalt ROA HOOK ROAD DOUGLAS MARSHALL COOPER ASSOCIATES, LLC Page 155 DOUGLAS MARSHALL COOPER ASSOCIATES, LLC