Planning Board Meeting & Work Session — 2026-04-07 — 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/87570894468?pwd=fHAgcOppV75gIrAlDVKlMLfRyLcM6B.1 WORK SESSION…………………………………………………………..APRIL 7, 2026 6:00 PM 1. Discuss April 7, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* APRIL 7, 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 MARCH 3, 2026 5. CORRESPONDENCE PB 16-99 a. Letter dated February 23, 2026 from John Bevegna, P.E. transmitting the 2025 Hollowbrook Golf Club Annual Monitoring Report. PB 2023-5 b. Letter dated March 22, 2026 from David Steinmetz, Esq. requesting the 9th, 90-day time extension of Final Plat Approval for the Evergreen Subdivision located at 2003 Crompond Road. PB 2024-3 c. Letter dated March 22, 2026 from David Steinmetz, Esq. requesting the 1st, one- year time extension of Amended Site Plan approval for the 2,400 sq. ft storage building for Briga Enterprises & Bilotta Realty located at 2099 Albany Post Rd. 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 November 20, 2025. (Public Hearing to be adjourned to the May 5, 2026 meeting at the applicant’s request) Page 2 7. PUBLIC HEARING (NEW) PB 2026-4 a. Public Hearing: 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) 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 2024-8 c. 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) PB 2025-16 d. Application of Steven J. Basini, R.A. for the property of Maric Family Limited Partnership and Maric 1903 LLC for Amended Site Plan approval 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) 9. NEW BUSINESS PB 2026-6 a. Application of Zarecki & Associates, LLC for the property of 2225 Crompond Rd., LLC for Amended Site Plan Approval and a Special Permit for proposed modifications to the existing gas station/convenience store and canopy located at 2225 Crompond Rd. (Route 202). Drawings dated March 18, 2026. (see prior PB 18-07) PB 2026-7 b. 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) 10. ADJOURNMENT Next Regular Meeting; TUESDAY, MAY 5, 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 February 23, 2026 Via E-mail: Mr. Michael Preziosi, P.E. Director, Department of Technical Services Town of Cortlandt One Heady Street Cortlandt Manor, NY 10567 RE: Hollow Brook Golf Club 2025 Annual Monitoring Report Dear Mr. Preziosi: WSP is submitting the following 2025 Annual Monitoring Report as part of the Hollow Brook Golf Club (HBGC) water quality monitoring program. The monitoring program has been in place since 2003 and is completed in accordance with the May 2002 Environmental Management Plan (EMP) and several modifications adopted by the Town over the following years. The current monitoring program includes groundwater, surface-water and storm water sampling. Water samples are collected twice per year, in the summer and fall, from groundwater monitor wells GW- 1R and GW-4, and from downstream surface water location DS-1 in the Hollow Brook. In addition, storm water samples are collected once per year from Hollow Brook location DS-1, if certain triggering conditions are met. Course samples are analyzed for pesticides and several inorganic parameters which are listed on Table 1. The EMP requires that all pesticides applied to the course in the previous 12 months be included in the analyses. SAMPLE DATES, LOCATIONS AND METHODOLOGIES The 2025 sampling events for groundwater and surface-water were completed on August 5th and November 13th. The groundwater and surface water samples were analyzed for the parameters listed on Table 1. A Site Plan showing sample locations is included as Figure 1. Pesticides were analyzed by Columbia Laboratories of Portland, Oregon. A complete list of pesticides included in the analyses can be found attached to the lab reports in the Appendices. The remaining parameters were analyzed by York Analytical Laboratories (York) of Stratford, Connecticut or measured in the field. The analytical results are compared to the New York State Surface Water and Groundwater Standards per 6 NYCRR Part 703 or, alternative Response Thresholds per table 5-5 of the EMP (Table 1). Any detected pesticides are evaluated for toxicological significance by comparison to 50-percent of compound specific, EPA Health Advisory Levels (HALs) for human health effects in groundwater and, 10-percent of Lethal Concentration 50 (LC50s) for the protection of aquatic life in surface water. WSP USA 500 Summit Lake Drive, Suite 450 Valhalla, NY 10595 T +1-914-747-1120 wsp.com Page 4 A storm water sampling event is to be completed once per year, during the golf season, if certain triggering conditions are met. The current storm event triggering conditions were adopted by the Town Planning Board on October 1, 2024, in Resolution Number 11-24. Per the resolution, a triggering event will be considered one which is forecast to produce 2.8 inches or more of precipitation within a 24-hour period. This is considered a once-a-year storm event for Cortlandt Manor in accordance with the National Oceanic and Atmospheric Administration, Point Precipitation Frequency Estimates. When sampling is triggered in response to a forecasted triggering event, and a sample is collected, the storm event will be deemed to have met the annual stormwater testing requirement, if the total rainfall is more than 1.5 inches within a 24-hour period. This year a 2.8-inch or greater storm event was not forecasted in the area of the course and a storm water sample was not collected. SAMPLING RESULTS The 2025 sampling results for groundwater and surface water are discussed below and presented on Table 1. Historical results are included in previous Annual Monitoring Reports. The laboratory analytical reports are included in Appendices I (August) and II (November). All pesticides used on the course are registered for use in New York State and were reviewed for use at Hollow Brook by the Town’s consulting agronomist, Dr. Martin Petrovic. Summer Event: August 5, 2025 Groundwater Laboratory results for this event show the detection of three pesticides in the groundwater sample collected from well GW-1R, and one pesticide in the sample from well GW-4 (Table 1, Figure 1). The detected pesticides included chlorantraniliprole, flutolanil and propiconazole and the detected concentrations ranged from 0.78 to 4.75 ug/l (micrograms per liter). As shown on Table 1, all of the detected pesticide concentrations were below applicable standards or response threshold criteria and as a result, no further action was taken. All other parameters were either not detected or were below applicable standards, guidance or response threshold criteria (Table 1). Surface Water As shown on Table 1, there were no pesticide detections in the downstream Hollow Brook surface water sample DS-1. All other parameters were either not detected or met applicable standards, guidance or response threshold criteria (Table 1). Fall Event: November 13, 2025 Groundwater Laboratory results for November show the detection of two pesticides in the sample from well GW-1R, flutolanil and propiconazole, both of which were also detected in the August sample from this well. The detected concentrations were 5.11 and 1.03 ug/l respectively and were below the applicable standards or response threshold criteria. However relative to August, the concentration of flutolanil increased from 0.92 ug/l to 5.11 ug/l while the concentration of propiconazole decreased (Table 1). Pesticides were not detected in the sample from GW-4. All other parameters were either not detected or met applicable standards, guidance or response threshold criteria. Page 2 Page 5 Surface Water As shown on Table 1, there were no pesticide detections in the downstream Hollow Brook surface water sample DS-1. All other parameters were either not detected, or met applicable standards, guidance or response threshold criteria. DISCUSSION AND RESPONSES The management response to pesticide detections in groundwater or surface-water samples is described in the EMP. If certain pesticides (specifically listed in the EMP) are detected twice in the same year, the indicated response is to suspend their use. However, based on historical data and because new pesticides are not specifically addressed in the EMP, the Town and HBGC have agreed that pesticides that are repeatedly detected in groundwater samples could continue to be used on the course under the following conditions: - The pesticide detection is below the toxicologically significant criteria. For groundwater this is 50 percent of the respective EPA Health Advisory Levels (HALs). - The pesticide is not detected in the Hollow Brook; and, - Use of the pesticide would be restricted to spot applications until it is no longer detectable. Three pesticides were detected in groundwater samples this year, chlorantraniliprole, flutolanil and propiconazole. All other analyzed parameters were either not detected or met applicable standards, guidance or response threshold criteria, showing no impact to water quality. All of the detected pesticide concentrations were below their respective human health-based toxicological criteria and there were no detections in the Hollow Brook. However, flutolanil was detected in a sample from GW-1R during the November 2025 event meaning it has now been detected in the same well during three consecutive sampling events. Propiconazole was detected twice this year in the same well. Based on the noted detections, the following responses are required in accordance with the protocol as described above. Chlorantraniliprole: No Restrictions. Chlorantraniliprole was detected this year in August and was not detected in November or during 2025. The detected concentration was below the human health-based toxicological criteria (Table 1) and was not detected in the Hollow Brook. In accordance with the protocol, no action is required. Propiconazole: Restricted to Spot Treatment Propiconazole was detected twice this year in the same well, GW-1R. The detected concentrations were below the human health-based toxicological criteria and showed a decrease between the August and November sampling events. In accordance with the protocol, propiconazole use has to be restricted to spot applications until it is no longer detectable in GW-1R. Alternatively, propiconazole can be substituted with another product approved for use on the course if available. Page 3 Page 6 Flutolanil: Restricted to Spot Treatment Flutolanil has been detected in three consecutive samples from the same well and in August was detected in both wells sampled as part of the monitoring program. The detected concentrations were below the human health-based toxicological criteria. However, because it was detected twice in the same year, its use has to be restricted to spot applications until it is no longer detectable in groundwater. Alternatively, flutolanil can be substituted with another product approved for use on the course if available. In addition to the above, it would be prudent for the course to review its application procedures, particularly with respect to flutolanil in the area of the 6th Green, to try and mitigate these detections. We recommend the Town request confirmation from the course that the required restrictions will be implemented for the 2026 season as well as any other action they may take to mitigate these detections. Kind regards, WSP USA John Benvegna, P.G. Vice President cc: Chris Kehoe, AICP, T/Cortlandt David Rambo, C/Peekskill Water Dept. Eugene Peterson, Hollow Brook f:\reports\town of cortlandt\hollowbrook\annual reports\2021 annual report\hollow brook golf club 2021 annual monitoring report.docx Page 4 Page 7 Chris Kehoe From: Eugene Peterson < com> Sent: Tuesday, March 24, 2026 12:52 PM To: Chris Kehoe Cc: Michael Preziosi; Catherine Brosnan; Heather LaVarnway; Benvegna, John Subject: RE: Hollow Brook Golf Club 2025 Monitoring Report Chris, Thank you for your note. This letter serves as confirmation that Hollow Brook Golf Club will implement and adhere to the required restrictions outlined in the report for the 2026 season, as referenced in the final paragraph on page 4. We appreciate your guidance on this matter and will ensure full compliance. Based on this confirmation, I understand attendance at the April 7th Planning Board meeting will not be necessary; however, please let me know if anything further is required. Sincerely, Eugene Peterson Hollow Brook Golf Club From: Chris Kehoe < > Sent: Monday, March 23, 2026 3:28 PM To: Eugene Peterson < > Cc: Michael Preziosi < >; Catherine Brosnan < >; Heather LaVarnway < >; Benvegna, John > Subject: FW: Hollow Brook Golf Club 2025 Monitoring Report Eugene, I know you received this report directly from John. As per the last paragraph on page 4 please provide me conforma on, via le er, that you plan on implemen ng the required restric ons for the 2026 season. The Planning Board mee ng is April 7th. Assuming I get the confirma on from you I don’t see a need for you to a end the mee ng. Chris Kehoe, AICP Town of Cortlandt Director of Planning & Community Development 1 Heady Street Cortlandt Manor, New York 10567 914-734-1081 1 Page 8 https://wherelifeworkscortlandt.com/ From: Benvegna, John < > Sent: Monday, February 23, 2026 2:32 PM To: Michael Preziosi Cc: 'Eugene Peterson' ( )< ; David Rambo ( ) >; Chris Kehoe < > Subject: Hollow Brook Golf Club 2025 Monitoring Report CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Michael, Attached for your use is our 2025 groundwater and surface water monitoring report for the Hollow Brook Golf Club. Please let me know if you have any questions. Thank you John Benvegna, PG (NY) Vice President, Hydrogeologist Earth & Environment Downstate NY Direct: 914 461-2961 Office 914 747-1120 WSP 500 Summit Lake Drive, Ste 450 Valhalla, NY 10595 wsp.com NOTICE: This communication and any attachments ("this message") may contain information which is privileged, confidential, proprietary or otherwise subject to restricted disclosure under applicable law. This message is for the sole use of the intended recipient(s). Any unauthorized use, disclosure, viewing, copying, alteration, dissemination or distribution of, or reliance on, this message is strictly prohibited. If you have received this message in error, or you are not an authorized or intended recipient, please notify the sender immediately by replying to this message, delete this message and all copies from your e- mail system and destroy any printed copies. -LAEmHhHzdJzBlTWfa4Hgs7pbKl 2 Page 9 Brian T. Sinsabaugh bsinsabaugh@zarin-steinmetz.com March 22, 2026 Via OpenGov (PBCK23-13) Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Board 1 Heady Street Cortlandt Manor, New York 10567 Re: VS Construction Corp. (PB2023-5) 2003 Crompond Road (Section 33.12 Block 2 Lots 1, 7 & 8) Dear Chairman Kessler and Members of the Planning Board: As you all know, our Firm represents VS Construction Corp. (the “Applicant” or “VS Construction”), owner of the above-referenced Property in connection with the Town’s Medical Oriented District (“MOD”). We received Final Subdivision Plat approval from your Board in November 2023 (PB Resolution No. 15-23), and an extension of that approval was most recently granted by your Board in January 2026 (PB Resolution No. 1-26, attached). As that extension expires April 30, 2026, we hereby request a further extension of that approval. Our clients and engineering team are continuing to work with Town staff to finalize the utilities, including storm water and sewer design, and related details, such that the County can indeed sign off on the Plat Map. While this process is ongoing and not yet complete, we do expect it to be done shortly. We look forward to appearing before your Board at your April 7th meeting. In the meantime, please do not hesitate to contact us with any questions Respectfully, ZARIN & STEINMETZ LLP By: David S. Steinmetz Brian T. Sinsabaugh Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-9806 White Plains, New York 10601 Page 10 Town of Cortlandt Planning Board VS Construction Corp. (PB2023-5) March 22, 2026 | Page 2 Enclosure: PB Res. No. 1-26 PB Res. No. 15-23 Copy to: Chris Kehoe, AICP, Planning Director Thomas Wood, Esq., Town Attorney Michael Cunningham, Esq., Deputy Town Attorney VS Construction Corp. DTS Provident Design Engineering LLP 4920-9865-1443, v. 1 Page 11 TOWN OF CORTLANDT RESOLUTION NO. 1-26 PLANNING BOARD PB 2023-5 WHEREAS, the application of VS Construction Corp. for Preliminary and Final Plat approval pursuant to Sections 276 and 277 of the New York State Town Law and Chapter 265 (Subdivision Regulations) of the Town of Cortlandt Code for a proposed 2-lot major subdivision of an approximately 28.6-acre parcel of property and for a Wetland Permit pursuant to Chapter 179, a Tree Removal pursuant to Chapter 283 and a Steep Slope Permit pursuant to Chapter 259 of the Town of Cortlandt Code only for the proposed .958 acre road parcel as shown on a drawing entitled “Subdivision of Property prepared for V.S. Construction Corp.” prepared by Daniel Merritts, P.L.S. latest revision dated October 23, 2023 and as shown on an 11 page set of improvement drawings entitled “2003 Crompond Road, Subdivision Application” prepared by Gerhard Schwalbe, P.E. latest revision dated November 1, 2023 was approved on November 8 , 2023 by PB Res. 15-23, and WHEREAS, the subject properties are located on the south side of Crompond Road (Route 202) east of Lafayette Avenue and west of Tamarack Drive, are zoned MOD, Medical Oriented District and designated on the Town of Cortlandt Tax Maps as Section 33.12, Block 2, Lots 1, 7 & 8, and WHEREAS, by Resolutions 4-24, 7-24, 12-24, 2-25, 10-25, 15-25 & 19-25 the Planning Board previously granted seven, 90-day time extensions of Final Plat approval, and WHEREAS, by a letter dated December 23, 2025 David Steinmetz, Esq. requested the 8th, 90-day time extension of Final Plat approval for the subject application in order to continue to meet the conditions of said approval. NOW THEREFORE BE IT RESOLVED that the request of David Steinmetz, Esq. for the 8th, 1 Page 12 90-day time extension of Final Plat approval is hereby APPROVED, said extension to expire on April 30, 2026. Chairman Kessler Aye Mr. Bianchi Aye Ms. Hildinger Absent Mr. Kobasa Aye Mr. McKinley Aye Mr. Rothfeder Absent Ms. Timko, Alternate Aye Mr. Cantrell, Alternate Absent Motion Carried 5-0 Adopted: January 6, 2026 Cortlandt Manor, New York Chris Kehoe Director, Dept. of Planning and Community Development Clerk to the Planning Board 2 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 DRAFT TOWN OF CORTLANDT RESOLUTION NO. 7-26 PLANNING BOARD PB 2023-5 WHEREAS, the application of VS Construction Corp. for Preliminary and Final Plat approval pursuant to Sections 276 and 277 of the New York State Town Law and Chapter 265 (Subdivision Regulations) of the Town of Cortlandt Code for a proposed 2-lot major subdivision of an approximately 28.6-acre parcel of property and for a Wetland Permit pursuant to Chapter 179, a Tree Removal pursuant to Chapter 283 and a Steep Slope Permit pursuant to Chapter 259 of the Town of Cortlandt Code only for the proposed .958 acre road parcel as shown on a drawing entitled “Subdivision of Property prepared for V.S. Construction Corp.” prepared by Daniel Merritts, P.L.S. latest revision dated October 23, 2023 and as shown on an 11 page set of improvement drawings entitled “2003 Crompond Road, Subdivision Application” prepared by Gerhard Schwalbe, P.E. latest revision dated November 1, 2023 was approved on November 8 , 2023 by PB Res. 15-23, and WHEREAS, the subject properties are located on the south side of Crompond Road (Route 202) east of Lafayette Avenue and west of Tamarack Drive, are zoned MOD, Medical Oriented District and designated on the Town of Cortlandt Tax Maps as Section 33.12, Block 2, Lots 1, 7 & 8, and WHEREAS, by Resolutions 4-24, 7-24, 12-24, 2-25, 10-25, 15-25, 19-25 & 1-26 the Planning Board previously granted eight, 90-day time extensions of Final Plat approval, and WHEREAS, by a letter dated March 22, 2026 David Steinmetz, Esq. requested the 9th, 90-day time extension of Final Plat approval for the subject application in order to continue to meet the conditions of said approval. NOW THEREFORE BE IT RESOLVED that the request of David Steinmetz, Esq. for the 9th, 1 Page 25 90-day time extension of Final Plat approval is hereby APPROVED, said extension to expire on July 29, 2026. TO BE CONSIDERED FOR ADOPTION: APRIL 7, 2026 2 Page 26 Brian T. Sinsabaugh bsinsabaugh@zarin-steinmetz.com March 22, 2026 Via OpenGov Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Board 1 Heady Street Cortlandt Manor, New York 10567 Re: Briga Enterprises Inc. & Bilotta Realty of Westchester Inc. (PB2024-8) 2099 Albany Post Road (Section 55.09 Block 1 Lots 3) Dear Chairman Kessler and Members of the Planning Board: As you all know, our Firm represents Briga Enterprises Inc. and Bilotta Realty of Westchester Inc. (the “Applicant”), owners of the above-referenced Property, in connection with their application for amended site plan approval. We received Amended Site Plan approval from your Board in April 2025 (PB Resolution No. 8-25, attached). As that extension is scheduled to expire April 1, 2026, we hereby request an extension of that approval. Our clients and engineering team are continuing to work with Town staff to finalize conditions of this approval, including associated permits. While this process is ongoing and not yet complete, we do expect it to be done shortly. We look forward to appearing before your Board at your April 7th meeting. In the meantime, please do not hesitate to contact us with any questions Respectfully, ZARIN & STEINMETZ LLP By: David S. Steinmetz Brian T. Sinsabaugh Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-9806 White Plains, New York 10601 Page 27 Town of Cortlandt Planning Board Briga Enterprises Inc. / Bilotta Realty of Westchester Inc (PB 2024-3) March 22, 2026 | Page 2 Enclosure: PB Res. No. 8-25 Copy to: Chris Kehoe, AICP, Planning Director Thomas Wood, Esq., Town Attorney Michael Cunningham, Esq., Deputy Town Attorney Briga Enterprises Inc. Bilotta Realty of Westchester Inc. 4936-1796-3930, v. 1 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 DRAFT TOWN OF CORTLANDT RESOLUTION NO. 8-26 PLANNING BOARD PB 2024-3 WHEREAS, the application submitted by Briga Enterprises Inc. & Bilotta Realty of Westchester Inc. for Amended Site Plan approval for a 2,400 sq. ft. storage building as shown on a 3-page set of drawings entitled “Dakota Supply Corp.- Tenant Change in Existing Building” dated February 18, 2025 prepared by Steven J. Basini, R.A. and on drawings entitled “Site Plan for 2099 Albany Post Rd.-Proposed 40’ by 60’ Metal Storage Building” latest revision dated February 28, 2025 and “Foundation Plan” dated December 18, 2023 both prepared by George Mottarella, P.E., was approved by PB. Res. 8-25 adopted on April 1, 2025, and WHEREAS, the entire subject property is approximately 9.7 acres is located at 2099 Albany Post Rd. and is split-zoned with the front portion to a depth of approximately 200’ zoned HC/9A and the remainder of the site zoned M-1, Light Industrial, and is designated on the Town of Cortlandt Tax Maps as Section 55.09, Block 1, Lot 3, and WHEREAS, by a letter dated March 22, 2026 David Steinmetz, Esq. requested the first, one-year time extension of Conditional Site Development Plan approval in order for the applicant to continue to meet thee conditions of approval. NOW THEREFORE BE IT RESOLVED that the request of David Steinmetz, Esq. for the first one-year time extension of Conditional Site Development Plan approval is hereby approved, said extension to expire of April 1, 2027. TO BE CONSIDERED FOR ADOPTION: APRIL 7, 2026 Page 35 Brad K. Schwartz bschwartz@zarin-steinmetz.com March 25, 2026 By E-mail and Hand Delivery Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Board 1 Heady Street Cortlandt Manor, New York 10567 Re: 70 Roa Hook Realty LLC – Application for Site Plan Approval Dear Chairman Kessler and Members of the Town Board: We make this submission on behalf of 70 Roa Hook Realty LLC in advance of the April 7 meeting. Our client respectfully requests that the Board declare Lead Agency status under SEQRA and schedule a Public Hearing for the May meeting. John Canning will be in attendance on April 7 to present his findings that the proposed parts sales and service/repair of Peterbilt trucks would generate much less traffic than the previously approved car wash. While this proposal would result in more on-site improvements as compared to the car wash to accommodate our client’s operations, it would, on balance, be more beneficial to Roa Hook Road and the nearby community by reducing any potential off-site impacts. Enclosed please find an updated set of site plan drawings reflecting comments raised by the Planning Board, Planning Department, and DOTS. Also enclosed are Memoranda responding to the written comments issued by the Planning Department and DOTS. While we believe we have addressed all Town comments, we acknowledge that our discussions with DOH and DOT are ongoing, and we will continue to keep the Planning Board and Staff updated on our progress. Thank you for the Board’s continued attention. Respectfully submitted, ZARIN & STEINMETZ LLP By: ____Brad Schwartz ___ Brad Schwartz Phone: (914) 682-7800 www.zarin-steinmetz.com 81 Main Street, Suite 415 Direct: (914) 220-9793 White Plains, New York 10601 Page 36 Town of Cortlandt Planning Board March 25, 2026 | Page 2 cc: Michael J. Cunningham, Esq. Chris Kehoe, AICP Heather Lavarnway, CNU-A, AICP Michael Preziosi, P.E. Catherine E. Brosnan, P.E. ENVSP John Schembari – Director of Code Enforcement Chris Lapine, PE Leal Peterbilt Team Page 37 MEMORANDUM Town of Cortlandt Planning Board To: Attn: Mr Chris Kehoe, AICP From: Kimley-Horn Engineering and Landscape Architecture of New York P.C. (John Canning, P.E) and John J. Gilchrist Architect PC Date: March 25, 2026 Response to Planning Comments from Review Memorandum on Leal Subject: Peterbilt Development at 70 Roa Hook Road Kimley-Horn Engineering and Landscape Architecture of New York P.C. and John J. Gilchrist Architect PC have reviewed the comments made by the Town of Cortlandt Planning Department, dated February 18, 2026, regarding PB Case 2025-18, the proposed Leal Peterbilt of Westchester development at 70 Roa Hook Road, Cortlandt Manor, NY 10567. The following describes the applicant’s responses to the Planning Department’s comments: Comment 1: Clarification about what types/sizes of trucks are expected to be on-site Response: The vast majority of vehicles accessing the site will be Single-Unit (i.e. no trailers) vehicles, 24 feet or less in length. They may include dump trucks, concrete mixer trucks, garbage trucks, oil and fuel trucks, roll off trucks, box trucks (including for delivery of parts), conventional sleeper tractors, and day cab tractors. None of these vehicles will be longer than 30 feet. To provide conservative analysis and to be able to accommodate a larger vehicle, if it was ever needed, the site has been designed to accommodate 30.65-foot-long tractor cabs. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 38 Page 2 Comment 2: Clarification about whether any trucks will be parked/stored outside of the building. Response: There will be no materials or non-vehicular equipment stored outside of the building. Employee’s personal vehicles and some trucks are expected to be parked on the property. Truck repair service will be by appointment only. There may be instances where a truck is scheduled to be repaired/serviced and, when it arrives, for whatever reason, work has not been completed in the bay it was scheduled to be repaired in. Further, when the repair/service work is completed, the truck will be removed from the service bay to await pick up. In both of these instances, the trucks will be temporarily parked on site. Spaces to park 4, 30-foot trucks have been provided along the back of the site. In addition, the operator may sometime accept a truck for repair and sale. In such instances, the repaired (and cleaned-up) truck would be temporarily parked and displayed in front of the repair shop so that potential customers can see it from the street. Comment 3: An updated Zoning Schedule should be provided on the plans to include Minimum Landscape Coverage (existing and proposed) Response: An updated Zoning Schedule has been provided on Drawing 1 of the plans. It includes Minimum Landscape Coverage (existing and proposed). The proposed landscape coverage is the same as the most-recently approved landscape coverage for the car wash (11.3% - this was by a variance, which runs with the land). Comment 4: A truck circulation plans. Response: Truck circulation plans showing how the expected oversized vehicles will maneuver through the site, including the largest anticipated type of Peterbilt truck, garbage truck, delivery truck and the largest anticipated fire apparatus that would service the site, have been provided. Details of the specific vehicle specs used for the circulation plan are included on each plan. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 39 Page 3 Comment 5: Provide a lighting photometric plan. Response: A lighting photometric plan and fixture specifications in conformance with the Town’s Outdoor Lighting Standards (see §307-12.3) is nearing completion. Comment 6: Provide a parking table clearly showing the required and proposed number of spaces. Response: A parking table clearly showing the required and proposed number of spaces has been provided on Drawing 1 of the plans (the Town Code for AWE- zoned property suggests limiting the number of parking spaces to what is actually required which is what is proposed). A breakdown of the building square footage to be used for parts storage and truck repair activities is shown on Drawing 4. Comment 7: Provide a complete planting schedule. Response: A complete planting schedule, including the quantity of each type of plant material proposed, with the inclusion of native/indigenous plant materials where possible, has been provided on Drawing 3 of the plans. Comment 8: Provide a signage schedule. Response: A free-standing sign detail is provided on Drawing 1 and a building- mounted sign detail is provided on Drawing 5 of the plans. The proposed wall mounted sign on the south elevation is shown on Drawing 5 of the plans. Comment 9: Notarized authorization from Camp Smith. Response: The Applicant is working with the NYSDOT to determine if any restoration work is required on the adjacent property owned by Camp Smith, or if the drainage that was already constructed is acceptable. If restoration work is needed, the applicant shall supply notarized authorization from Camp Smith granting the applicant permission to access their property to perform the work. Comment 10: The Engineering Department will provide a separate review memo covering engineering issues. Response: Comment noted. A separate Response Memo is enclosed addressing those comments. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 40 Page 4 Comment 11: There will be reduced landscaping in front of the building, trucks will access some of the repair bays from the south side of the building, and the parcel is proposed to be almost entirely covered in impervious surfaces. Are the size of the building additions, the number of service bays, and the altered direction of access to the bays appropriate for the subject 0.64-acre parcel? Response: The site layout has been reconfigured so that the bays are accessed from the same locations as was approved. The circulation has been modified so that there is almost no reduction in landscaping in front of the building (there will now be no front yard parking area close to Route 9). The impervious coverage is now the same as was approved for the car wash. Therefore, it is the Applicant’s opinion that the size of the building additions, the number of service bays, and the direction of access to the bays is appropriate for the subject 0.64-acre parcel (particularly because there will be a significant reduction in traffic and parking activity for Leal Peterbilt on the site, as compared to the prior car wash operation, which will also significantly reduce the potential for any impacts along Roa Hook Road). Comment 12: Evaluate Truck Circulation Pinch Points Response: The truck circulation plan has been revised to ensure that all trucks visiting the site will be able to circulate adequately. The vast majority of vehicles accessing the site will be Single-Unit (i.e. no trailers) vehicles, 24 feet or less in length. To provide conservative analysis, the site has been designed to accommodate vehicles as large as 30.65-foot-long tractor cabs and outdoor parking has been appropriately accounted for. Comment 13: Outdoor Truck Parking Response: The proposed parking has been shown on the site plan, and has been taken into consideration in the truck circulation plan. As previously discussed, truck parking will be temporary and will not interfere with the site’s operation. Any truck display parking will occur entirely on-site and will not interfere with truck circulation. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 41 Page 5 Comment 14: Truck Delivery Response: Truck repair and service will be by reservation only. All trucks will be required to be driven to and from the site. The Operator will not accept trucks towed to or from the site. Truck owners requesting repair services for a non-operable truck will be directed to one of the operator’s other facilities. Comment 15: Truck Delivery Response: The five parking spaces shown on the easterly property line have been designed so that they will not result in encroachment onto the adjacent parcel. The spaces they are nine feet wide and will mostly be used by employees or other single-occupant-vehicles, where the driver will exit the vehicle on the opposite side of the property line. No buffer will be necessary. Comment 16: Driveway Configuration Response: The site access has been designed to better accommodate truck access and the truck circulation plans demonstrate that the design is sufficient for this use involving oversized, heavy-duty trucks regularly accessing the site. Comment 17: Dumpster Area Response: Dumpsters and fencing are shown in the “dumpster and recycling area” labeled in the north corner of the plan. Sufficiently-sized dumpsters, which will be rolled out for emptying, are shown on either side of the bollards and the dumpsters will be rolled out for emptying in a safe manner by a garbage truck. The garbage truck movements are shown on the circulation plan. Comment 18: Accessible Parking Space Response: A single accessible space is proposed on the east side of the property. Comment 18: Off-site Landscaping Response: The Landscaping Plan, on Drawing 3 of the plans, has been modified to clearly distinguish between plant materials located off-site, on the surrounding Camp Smith property (which were part of mitigation associated with the previously approved car wash, for trees that were removed from the adjacent Camp Smith kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 42 Page 6 property without authorization), from on-site landscaping associated with the current proposal. Comment 19: On-site Landscaping Response: The plans show how the landscaping requirement in §307-96.1-E (8) is satisfied, including but not limited to the required front yard lawn/landscaping and required plantings adjacent to the building. Comment 20: On-site Landscaping Response: The plans show how the landscaping requirement in §307-96.1-E (8) is satisfied, including but not limited to the required front yard lawn/landscaping and required plantings adjacent to the building. Comment 21: Impervious Coverage Response: The applicant has successfully increased the amount of landscaping on the site, reducing the impervious coverage to the same amount as the previously approved car wash plan. Comment 22: Referral to the Conservation Advisory Council Response: The plans, including the Landscaping Plan, will be referred to the Conservation Advisory Council for their review and comment as requested. Landscaping is per the approved car wash plan with additional arborvitae along the east side of the building, subject to review by the Conservation Advisory Council. Comment 23: Rear Storage Response: The rear storage bays will be utilized by the operator, primarily for pre or post business hours deliveries. Comment 24: Access to the bays at the west of the Site Response: The bays at the western portion of the larger building addition will have garage doors at the front only. The rear of these bays will be used for customary tools, equipment and materials storage. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 43 Page 7 Comment 25: Color Renderings Response: The applicant has provided color renderings of the proposed buildings on Drawing 5 to clearly illustrate the proposed design and materials. Comment 26: Fire Protection Response: The subject drawings will be referred to the Continental Village Fire District for their review and comment, as directed. Comment 26: The subject application is classified as an unlisted action pursuant to the New York State Environmental Quality Review Regulations, the applicant submitted Part One of the Short Environmental Assessment Form and the Planning Board has declared their Intent to be Lead Agent (with a coordinated review and referral to interested and involved agencies). Response: Comment Noted kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 44 MEMORANDUM To: Town of Cortlandt Planning Board From: Kimley-Horn Engineering and Landscape Architecture of New York P.C. (John Canning, P.E) and John J. Gilchrist Architect PC Date: March 25, 2026 Response to Engineering Comments from Review Memorandum on Subject: Leal Peterbilt Development at 70 Roa Hook Road Kimley-Horn Engineering and Landscape Architecture of New York P.C. and John J. Gilchrist Architect PC have reviewed the engineering comments made by the Town of Cortlandt Department of Technical Services, dated February 19, 2026, regarding PB Case 2025-18, the proposed Leal Peterbilt of Westchester development at 70 Roa Hook Road, Cortlandt Manor, NY 10567. This following describes the response to DOTS comments: Comment 1a (i): The Applicant should provide an update on the completed works for the onsite wastewater treatment system and well. Response: The wastewater treatment system and well were installed but final closeout of the WCDOH permit never occurred. As detailed below, the Applicant has re-engaged with WCDOH relative to the wastewater treatment system and the well. Comment 1a (ii): The Applicant shall inform the Town Board as to whether the WCDOH plans to issue a letter of no objection, allowing the renewal of their open permit or require a new sanitary design. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 45 Page 2 Response: The Applicant has reengaged with WCDOH relative to the wastewater treatment system and the well. The DOH has indicated that a new permit will be required. Once the Planning Board provides its feedback on the latest Site Plan layout that responds to Town planning and engineering comments, the necessary paperwork and plans will be submitted to the DOH. Comment 1a (iii): The Applicant shall verify if the pre-existing water supply well was abandoned in accordance with WCDOH rules and regulations and if the proposed well as part of the car wash application was completed. Response: As stated above, the Applicant has re-engaged with WCDOH relative to the wastewater treatment system and the well. The status of the well will be reviewed by DOH as part of this permit application. We will keep the Town updated on our submissions and progress with DOH. Comment 1b: The Applicant should provide correspondence by DMNA outlining Camp Smith restoration requirements to be incorporated into a revised plan set. Response: The Applicant has met at the site with representatives of Camp Smith. As discussed below, details of restoration requirements will be subject to the outcome of discussions with the NYSDOT. Comment 1c (i): Include NYSDOT right of way on drawings. Response: The NYSDOT right of way has been included on the revised drawings. Comment 1c (ii): It is recommended that the Planning Board refer the proposed site application to the NYSDOT Region 8 Permit Engineer for comment. Response: The Applicant has been in contact with NYSDOT. A new permit will be required for the prosed driveway changes and to address issues unresolved from the last permit that was issued, including restoration, as may be required, on Camp Smith property. Comment 1c (iii): It is recommended that the current Applicant provide correspondence by NYSDOT outlining restoration requirements to be kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 46 Page 3 incorporated into a revised plan set or written no objection that the drainage as constructed may remain as is. Response: The Applicant will provide correspondence by NYSDOT outlining restoration requirements to be incorporated into a revised plan set or written no objection that the drainage as constructed may remain as is, depending on the outcome of the pending permit review discussed above. Comment 2: The 2025 Application shall be revised to reflect the following, as required: a. All existing offsite drainage improvements constructed on Camp Smith’s Property other than a 24” corrugated plastic pipe. Existing topography (2-ft intervals) and spot elevations. b. Existing building first floor elevation. c. Rims and inverts of existing drainage. d. Top and bottom wall elevations for the low retaining wall constructed along the western and northern property lines. e. Flood plain data, revised to reflect the current effective FEMA FIRM with the preliminary FIRM evaluated and designed to the more stringent standard. f. The referenced a 2017 property survey. Response: The Site Plan reflects the above, as required: Comment 3: A revised dimensional bulk zoning table was not provided, in order to evaluate zoning compliance. Response: A dimensional bulk zone table is on page 1 of the plans. Comment 4a: The proposed building addition demonstrate the four (4) proposed service bays to have an overhead garage door more than 12’-8”. This calls into question whether larger vehicles are anticipated to be brought to the site. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 47 Page 4 Response: Larger vehicles are anticipated to be brought to the site but only as permitted by standard vehicle and traffic flow. See discussion below regarding vehicle size. Comment 4b: It appears a mezzanine is called out above this portion of the building. It is recommended that the Applicant clarifies if this is a 2nd story or an extended mezzanine. Response: It is a mezzanine and the size has been reduced, as compared to what was approved. Comment 5a: The proposed site developments require further refinement relative to the location of onsite wastewater treatment system and WCDOH approval log. Response: Location of the onsite wastewater treatment system and WCDOH approval log will be included following discussions with WCDOH, as detailed above. The Septic Design Plan in the submission plan set is information only. This is still subject to DOH approval. Comment 5b: The proposed site developments require further refinement relative to the location, size, rims and inverts of all existing storm water bet management practices and oil water separator. Response: Location size, rims and inverts of all existing storm water bet management practices and oil water separator have been noted on the plans, including drainage size and material type. Comment 5c: The proposed site developments require further refinement relative to which manholes are to remain and which are to be removed. Response: The plans note which manholes are to remain and which are to be removed (see Drawing 2, Site Plan. Comment 5d: The proposed site developments require further refinement relative to waste oil/fuel tanks, above-ground storage tanks, utilities, sanitary and miscellaneous equipment. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 48 Page 5 Response: The plans show and note waste oil/fuel tanks, above-ground storage tanks, utilities, sanitary and miscellaneous equipment, as directed (see Drawing 2, Site Plan. There will be no new tanks, utilities, sanitary or miscellaneous equipment Comment 5e: Compliance with Fire Apparatus Requirements in accordance with the NYS Uniform Fire Prevention Building Code. Response: The applicable sections of the NYS Uniform Fire Prevention Building Code are: 503.1.1, 503.1.3, 503.2.1, 503.2.2, 503.2.3, 503.2.4, 503.2.5., 503.2.7, 503.2.8, 503.3, and 503.4. The current plan complies with all specific provisions of the Code, and the Applicant will submit to modifications required by the Fire Code Official, in compliance with sections 503.2.2. Specifically, unless the building is sprinklered throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3 of the Code, the basic code requirement is that a 20-foot-wide Fire Access Road should extend to within 150 feet of all portions of the facility and all portions of the exterior walls as measured by an approved route around the exterior of the building or facility. In the subject instance, the property is accessed by a 20-foot-wide fire access road from which all portions of the exterior walls can be accessed within 130 feet. Comment 6: The previous application for the car wash and oil service change included controls for storm water mitigation (water quality of impervious surface) and the installation of an onsite water oil separator. Gray water from washing activity was to be collected in a separate system, stored and re-used, creating minimal discharge from the site. Plans shall be revised to accurately depict the location of these practices. Response: There is no requirement for storm water detention. The existing storm water drainage system will remain as is. There is no increase in impervious surface. The existing drainage flows through an existing oil water separator that shall remain, and shall be maintained by the applicant. Comment 7: Since the site is directly across from the Annsville Creek (brackish estuary), it is strongly recommended that internal controls for automotive fluids and waste oil be installed to capture any discharge. The kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 49 Page 6 intent of the original exterior controls was to capture pollutants and sediments generated by storm event and limited car wash soap and oil that may have escaped the service bays. Response: Internal controls will be installed per NYS Plumbing Code for automotive fluids and waste oil to capture any discharge. Comment 7a: The report states the largest vehicle anticipated to be serviced is a 24-ft trailer. Turning diagrams for this vehicle have not been provided. The Applicant shall demonstrate graphically to scale the required turning movements of a 24-ft tractor to determine if similar back-up and compound turns are required to effectively enter and exit the bays and site. Response: The vast majority of vehicle accessing the site will be Single-Unit (i.e. no trailers) vehicles, 24 feet or less in length. To provide conservative analysis and to be able to accommodate a larger vehicle, if it was ever needed, the site has been designed to accommodate 30.65-foot-long tractor cabs. Circulation for most other vehicles follows the same paths as shown on the turning drawings but with much greater ease. Comment 7b: Diagrams were provided for a 30.65-ft Lowboy tractor which necessitates all vehicles to back-up into the repair and storage bays. While the diagrams demonstrate there is enough space for maneuvering of this vehicle, both the vehicle overhang and outside edge of tires come very close to the front yard parking, building edge and curbing. The turning diagrams provided also indicate the trailers will need to make a 3-point turn when existing bays. There is little room for error. Response: The facility layout has been modified to eliminate the need for even a 30.65 tractor cab to make any 3-point turns. The plans show that, if such a vehicle were ever brought to the site for service, it could be accommodated. Circulation for most vehicles visiting the site will be significantly easier, as described above. Comment 7c: It is recommended to request of the Applicant clarification as to how vehicle will be delivered to the site. As currently demonstrated, vehicles would not be able to be delivered onsite by tow trucks or similar flat bed. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 50 Page 7 Response: The Applicant is willing to accept a condition that a strict policy be placed on the facility that no towed vehicles will be accepted. All vehicles seeking service and repair must be driven to the facility. All other or disabled vehicles will be directed to one of the Applicant’s other facilities. Comment 7d: Larger box and delivery trucks servicing the site will also be limited in their ability to enter and exit. The Applicant shall provide narrative and response as to how deliveries will occur and whether the intent is stage within the NYSDOT right-of-way? Response: All deliveries will be made by 30-foot or smaller trucks which will enter the site, drive around the back of the building, deposit the delivery and then drive out of the site, as shown on the SU-30 truck turning drawings. Comment 8: On- and Off-site Landscaping Response: Landscaping has been provided to meet the minimum interior requirements of the zoning code. Off-site plantings are of such size and variety to mitigate removal of vegetation originally associated with the disturbances generated by the temporary off-site use of land on Camp Smith required to construct the site improvements. Restoration of temporary disturbances are not credited towards required onsite planting. Comment 9: The Kimley Horn drawings indicate that for in order for trucks to back into 1 NE bay, 2 NE bay, and 3 SW bay, they must drive over parking spaces. Revise so trucks do not have to drive over parking spaces to exist the site. Response: The plan has been revised so that trucks do not have to drive over parking spaces. Comment 10: WCDOH, NYSODT and DMNA are all agencies having approval jurisdiction. Prior to the approval of this site plan, it is recommended that written comment, permitting and mitigation requirements be captured in the resolution and reflected on the site plans. Response: The applicant agrees that an approval shall include a requirement to obtain all outside agency approvals and to comply with the requirements of those kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 51 Page 8 agencies. We will continue to keep the Town informed of progress with those agencies. Comment 11: Additional comments related to standard details and construction improvement drawings will be made upon subsequent submittals. Response: Comment noted. kimley-horn.com 1 North Lexington Avenue, Suite 505, White Plains, New York 10601 914-368-9200 Page 52 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 53 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 54 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 55 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 56 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 57 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 58 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 59 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 60 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 61 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 62 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 63 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 64 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 65 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 66 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 67 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 68 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 69 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 70 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 71 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 72 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 73 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 74 Page 75 March 25, 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 drawing set and offer the following responses to comments received from Department of Planning & Community Development, dated March 5, 2026. Additional Information Required 1. Comment: Subdivision: The applicant shall explain to the Planning Board how they intend to proceed with the additional required subdivision of Lot 2 (to create lots for the townhomes and this commercial building) since the Planning Board cannot grant final site plan approval without completion of those subdivisions. Related to the creation of a separate lot for this commercial building, the size of the parcel proposed for the 9,600 sq. ft. building shall be added to the plan based on a metes and bounds survey of the lot, and all dimensions of each proposed front, side and rear lot line shall be shown on the subject drawing. Response: The Applicant is currently working with the Town’s Department of Technical Services related to the Westchester County Department of Health review of the conditionally approved two-lot subdivision to create the planned Assisted Living Facility parcel (Parcel 1). The Applicant will file a separate subdivision application to amend the conditionally approved two-lot subdivision to create parcels for the planned residential townhome development (Parcel 2) and the Page 76 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 2 subject commercial building (Parcel 3) so that site plan approval can be granted for each, as noted. 2. Comment: Site Circulation: There does not appear to be enough space for a large truck to turn/maneuver on the site. A site circulation plan with turning templates for emergency vehicles shall be provided that illustrates how vehicles, particularly fire, garbage and delivery trucks, will maneuver around 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. Response: The enclosed site plan drawing set includes vehicle maneuvering plans illustrating that a front-loading refuse truck (see SP-12.1) and an SU-30 delivery truck (see SP-12.2) can access the site from the main access road and turn around within the commercial parcel to exit. Drawing SP-12.0 is also included showing that the Lake Mohegan aerial fire truck will be able to maneuver through the site. Emergency vehicles can enter and exit the site from either the main access road or through an emergency driveway to/from Lafayette Avenue. Based on discussions with building and fire officials the emergency driveway will provide a twenty-foot-wide stabilized access/egress route constructed with a mix of asphalt paving and stabilized shoulders. The entry/exit through the emergency access driveway will be limited to emergency service vehicles only and will be secured with a siren-operated gate control. 3. Comment: Lighting: All proposed outdoor lighting shall comply with the Town’s Outdoor Lighting Standards (§307- 12.3). Per §307-12.3-E, the applicant shall provide a separate photometric plan and luminaire schedule. Complete manufacturer’s cut sheets of each fixture shall also be provided, including details on which fixture specifications are proposed for this project. Per §307- 12.3-F-2(c), fixtures located near wooded or natural areas shall have a CCT of no higher than 2200K and a backlighting rating of zero. Response: A Site Lighting Plan (SP-5.1) with photometrics and lighting schedule, and Site Lighting Details (SP-5.2) with cut sheets have been added to the plan set. The post top mounted fixtures along the access driveway adjacent to the existing wetland to remain will feature amber lighting (see specifications on Page 77 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 3 SP-5.2). The LED is mounted within the top of the fixture without any up- light, instead of within a globe. 4. Comment: Wetland and Buffer Impacts: The proposed building and associated parking as designed would require disturbance to a wetland and wetland buffer for the access drive and parking area. Wetland disturbance and wetland buffer disturbance were analyzed by the Town Board as part of their review of the overall MOD and specific findings were made that there would be no significant adverse environmental impacts related to surface water and wetlands. Confirmation of wetland disturbance and mitigation measures must be finalized by the Planning Board as part of their review of this application. The applicant shall confirm for the Planning Board that the amount of wetland and wetland buffer disturbance is not greater that what was analyzed in the findings statement. Per §179 of the Town code a permit for disturbance to the wetland and wetland buffer is required to be issued by the Planning Board. The applicant shall quantify the amount of direct wetland and wetland buffer disturbance proposed as part of this commercial building project. Consideration should be given to reducing impacts to wetlands and wetland buffer where possible. Wetland mitigation areas for the proposed wetland disturbance, specifically associated with this phase of development, must be shown on the overall site plan. Response: The wetland and wetland buffer disturbances that would result from the construction of the Parcel 3 driveway and parking lot are consistent with the disturbances evaluated during the SEQR review process. The plan studied during the SEQR review would have resulted in approximately 6,500 square feet of wetland disturbance and 23,000 square feet of wetland buffer disturbance. The current site plan would result in a wetland disturbance of approximately 6,000 and a wetland buffer disturbance of 19,000. The Applicant will set up a meeting with Town staff to discuss the implementation of the wetland mitigation plan. 5. Comment: Tree Inventory: The applicant is advised that as per Chapter 283 (Trees) of the Town Code, all trees located within 50 feet of any proposed disturbance must be field located and inventoried and a report as to the tree size, species and health must be submitted. The inventory can be submitted by the applicant Page 78 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 4 but must be reviewed by a Town-approved arborist. The Planning Board will make a determination on the granting of the tree removal permit as per Section 283-7 of the Town Code. Response: A tree inventory by a Town-approved arborist is currently being coordinated with planning staff and will be submitted to the Planning Board upon completion. 6. Comment: Landscaping: The Conceptual Landscape Plan (sheet SP-4.1) shows plant categories, notes the total number of plants proposed in each category, and lists specific plants that may be selected for that category. However, 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, and size at planting of each plant material selected, along with a plant-specific key to the landscape plan. The applicant shall note the Town’s preference for native/indigenous plant materials wherever possible. Response: The Site Landscape Plan (SP-4.1) has been updated to provide a plant schedule with a name, quantity and size corresponding to the plan labels. The majority of the proposed plant material is native to the northeast United States. 7. Comment: Walls/Fencing: Renderings and details of the wall and fence along the access drive shall be included with the site plan set. Response: Representative details of the proposed retaining wall supporting the Parcel 3 access driveway have been added to the plan set (see Drawings SP-6.4 and SP-6.5). Drawing SP-6.4 also includes an elevation view of the wall as would be seen from standing within the adjacent Crompond Road wetland area. There will be a black vinyl chain link fence at the top of the wall for fall protection as required by code. The wall will be located between approximately 150 feet to over 250 feet from the edge of Crompond Road, with intervening trees within the wetland area that will remain 8. Comment: Signage: Dimensioned graphics and all associated details shall be provided for all exterior signs associated with this commercial site, including the wall- mounted sign shown on the architectural elevations. Page 79 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 5 Response: The proposed conceptual signage locations are shown on the enclosed elevation drawing and a dimension of the blade sign has been added. The Applicant will continue to refine the proposed signage to provide additional dimensions and details consistent with Town Code Chapter 245 Signs and Zoning Ordinance section 307-96.2C(7)(b) Medical-Oriented District guidelines for the Town’s review once specific tenants are identified. Site Design 9. Comment: The proposed retaining wall at the rear of the building sits on the 30-foot non- disturbance line with the adjacent residential parcel, and it appears construction (clearing and grading) for the retaining wall behind the building would result in encroachments into the 30-foot non-disturbance area. Per §307- 96.2. C(5)(a) and (b) “the non-disturbance area shall not be varied or modified by the Zoning Board of Appeals or the Planning Board.” Response: The building and retaining wall have been shifted forward to provide additional space between the proposed building and associated retaining wall and the 30-foot non-disturbance area to allow for construction. 10. Comment: The applicant should consider reducing the building footprint to allow for better site design, circulation, and overall functional safety. Under the present layout, it appears trucks would have difficulty maneuvering around the site. A reduction in the building footprint could also reduce impacts to wetlands/wetland buffers and alleviate the likely encroachment into the 30’ non-disturbance area. Response: The site layout has been adjusted to improve vehicular circulation and provide additional separation between the proposed development and the 30- foot non-disturbance area. Refer to the Site Layout Plan, Drawing SP-1.0 and the included vehicle maneuvering plans for refuse trucks, delivery trucks, and emergency vehicles (see Drawings SP-12.0 through SP-12.2). 11. Comment: The proposed location of the refuse container would not be easily accessible for a garbage truck and should be relocated. It appears that the proposed location of the refuse container would require a truck to back in from the access drive. Further, the proposed location at the rear of the parking lot would not be Page 80 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 6 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. In addition, 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. Response: The enclosed updated site plan drawing set includes vehicle maneuvering plans illustrating that a front-loading refuse truck (see SP-12.1) can access the refuse enclosure and turn around within the identified Service and Delivery Loading Area identified on the plans. The refuse enclosure area will be surrounded by a 6’ high black vinyl chain link fence with privacy slats. 12. Comment: A loading zone for delivery vehicles should be shown on the site plan. Response: A Service and Delivery Loading Area is shown on the Site Layout Plan, Drawing SP-1.0 (see hatched area at the western end of the parking lot on the enclosed site plan). 13. Comment: The purpose of the hatched area located immediately south of the emergency access drive should be noted on the plan. Response: The hatched area is a proposed Service and Delivery Loading Area. This area has been relocated and expanded from the last submission to provide for more efficient vehicle maneuvering. The area is designed to serve as both a turnaround area for both the refuse truck and delivery vehicles as well as providing for the temporary parking of delivery vehicles during unloading activities. 14. Comment: The subject drawing shows an “asphalt path” located along the access road to the commercial parcel. Planning staff recommends that this be a concrete sidewalk. Response: The Site Layout Plan (SP-1.0) has been updated to note a concrete sidewalk. Page 81 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 7 Architecture 15. Comment: As mentioned above, the applicant should consider reducing the building footprint. A 2-story alternative was mentioned previously by the applicant; that may present the best building solution for this tight site. Response: The Applicant has since determined the proposed retail pharmacy use is not conducive to a two-story operation/design and that a one-story structure is better suited for the proposed mixed-use development consisting of retail use (8,000 square feet) and limited amount of medical office space (1,600 square feet). 16. Comment: The applicant shall provide a perspective view into the site from the vantage point of someone heading east on Route 202 in the vicinity of the intersection with Lafayette, to show how people will actually see the commercial site whether they’re on foot or in a passing vehicle. Response: The Applicant is preparing a perspective view and will submit it in advance of the upcoming Planning Board meeting and have it available for presentation. Site cross sections showing the relationship of the proposed structure from both Crompond Road and Lafayette Avenue have been added to the drawing set (See Drawing SP-2.2). 17. Comment: The applicant shall provide floor plans that demonstrate how the interior space will be used; this will help inform expected parking needs. Floor plans shall be provided showing any basement, if proposed. All means of ingress and egress to the building shall be shown as well as all required accessible paths. Response: A preliminary floor plan is enclosed (see Architectural Drawing 03A) showing the proposed retail and medical office spaces. No basement is proposed. Ingress and egress from the building will be via a 6-foot-wide walk surrounding the building. Accessible routes to both uses will be via this walk and the surrounding parking area servicing the building. Page 82 Chairman Kessler and Members of the Planning Board March 25, 2026 Re: Evergreen Manor Parcel 3 Page 8 We look forward to continuing the review of this application with the Planning Board. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: VS Construction, Zarin & Steinmetz, BHC Architects Page 83 2026.03.25 11'-7" 11'-7" Page 84 Page 85 2003 Crompond Road (TAX LOT: 33.12-2-7, 33.12-2-1) Town of Cortlandt, New York Site Plan Application - Parcel 3 January 21, 2026 February 18, 2026 March 25, 2026 LOCATION MAP ZONING TABLE LIST OF DRAWINGS REQUIRED/ PROPOSED No. Name By Scale Date Code Section MEDICAL ORIENTED DISTRICT (MOD) PERMITTED Lot 3 Evergreen Manor COVER SHEET DTSP 03/25/26 307-96.2 Medical Oriented District (MOD) SP-1.0 SITE LAYOUT PLAN DTSP 1" = 30' 03/25/26 C(1)(a) Dimensional Requirements Minimum lot area (SF) (1) 100,000 N/A 1,235,294 SP-2.0 SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 03/25/26 Minimum lot width (ft) 100 167 -- SP-2.1 CROSS SECTION DTSP AS NOTED 03/25/26 Setbacks Front (ft) SP-2.2 CROSS SECTIONS DTSP AS NOTED 03/25/26 Crompond Road (Route 35/202) 30 89.3 -- SP-3.0 SITE UTILITY PLAN DTSP 1" = 30' 03/25/26 Lafayette Avenue 30 119.9 -- Side (ft) Crompond Road (Route 35/202) 30 N/A -- SP-4.1 SITE LANDSCAPE PLAN DTSP 1" = 30' 03/25/26 Side (ft) Lafayette Avenue 30 N/A Rear (ft) 30 35.3 -- SP-4.2 LANDSCAPE DETAILS DTSP AS NOTED 03/25/26 Maximum Lot Coverage (%) (2) 60 N/A 36% (3) SP-5.1 SITE LIGHTING PLAN DTSP 1" = 30' 03/25/26 Height (ft) 45 20.5 -- C(3)(b) Parking Requirement SP-5.2 SITE LIGHTING DETAILS DTSP AS NOTED 03/25/26 Pharmacy (not accesory to hospital) - 1 space for every 250 square feet 32 (for 8,000 sf) 32 -- SP-6.1 SITE AND UTILITY DETAILS DTSP AS NOTED 03/25/26 Office Medical - 1 space for every 150 square feet 11 (for 1,600 sf) 11 -- Total 43 43 SP-6.2 SITE DETAILS DTSP AS NOTED 03/25/26 Minimum Area of Nondisturbance (ft) C(5)(a) Minimum from nearest lot line of a parcel on Cypress Lane, Nancy Lane, Ridge SP-6.3 SITE DETAILS DTSP AS NOTED 03/25/26 100 538 100 Road, Tamarack Drive SP-6.4 SITE DETAILS DTSP AS NOTED 03/25/26 Minimum from nearest lot line of a parcel on any other adjacent street with an existing residential unit 30 35.3 30 SP-6.5 SITE DETAILS DTSP AS NOTED 03/25/26 SP-12.0 EMERGENCY SERVICE VEHICLE MANEUVERING PLAN DTSP 1" = 30' 03/25/26 (1) Per § 307-96.2C(4)(a) The creation of internal property subdivisions within a mixed-use development is permitted to allow for multiple ownership of SP-12.1 FRONT LOADER GARBAGE TRUCK MANEUVERING PLAN DTSP 1" = 30' 03/25/26 properties/uses. Any eligible site hereunder may, for purposes of dedication, the creation of rights-of-way, sale, lease, mortgage, or other disposition or financing, be subdivided or re-subdivided, converted to condominium or cooperative ownership, or otherwise divided into lots, parcels or tracts, which SP-12.2 DELIVERY TRUCK MANEUVERING PLAN DTSP 1" = 30' 03/25/26 may be sold, leased, mortgaged, or otherwise alienated or encumbered, without regard to minimum lot area provided that at least one development from the original lot prior to subdivision is developed as a medical use. (2) Per § 307-96.2C(4)(b) If a site meets the eligibility requirements above, then all determinations relating to lot coverage and building coverage for any lot LEGEND or lots subject to internal property subdivision hereunder shall be made treating the entire site as a single unit; provided, however, that access and DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP infrastructure shall be shared by any lot approved under this section. Reciprocal easements and/or agreements that address common access, shared TCM DANIEL T. MERRITTS, PLS parking, stormwater systems, and utilities shall be developed to ensure the future operation and maintenance of the infrastructure servicing any lot or lots approved hereunder. BASE MAP SOURCE: WESTCHESTER GIS (3) Lot coverage calculated based on Site Development Plan applications for Lot 1 (assisted living residence) and Lot 3 (commercial) and master plan for Lot 2 (townhouses) NOTE: THERE SHALL BE NO DEVIATION OF THE APPROVED PLANS WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE DIRECTOR OF TECHNICAL SERVICES OR OTHER AUTHORIZED INDIVIDUALS FAILURE TO COMPLY WILL BE GROUNDS FOR THE ISSUANCE OF A "STOP WORK ORDER" OWNER / APPLICANT PLANNER & CIVIL ENGINEER ARCHITECT LAND USE ATTORNEY SURVEYOR V.S. CONSTRUCTION CORPORATION BEATTY HARVEY COCO ARCHITECTS ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS 37 CROTON DAM ROAD DTS PROVIDENT  1300 WALT WHITMAN ROAD 81 MAIN STREET 394 BEDFORD ROAD OSSINING, NY 10562 Intelligent Land Use MELVILLE, NY 11747 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 DTSProvidentDesignEngineering,LLP OneNorthBroadway WhitePlains,NY10601 P:914.428.0010 F:914.428.0017 Page 86 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 DTS PROVIDENT  Intelligent 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 3 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 R-40 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. PROPERTY LINE, TYP. 10 NORTH STREET COLD SPRING, NY 10516 6 FT. HIGH SOLID VINYL FENCE PARCEL 2 ON TOP OF RETAINING WALL PROPOSED RETAINING WALL, TYP. PROPERTY LINE, (TYP.) ASPHALT PAVEMENT (TYP.) 30' SIDE YARD SETBACK/ CONCRETE CURB (TYP.) NONDISTURBANCE AREA Λ Λ CONCRETE WALK Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ELECTRIC VEHICLE Λ 22.0' Λ Λ Λ Λ Λ Λ Λ Λ Λ PARKING (TYP. OF 2) Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ACCESS DR Λ Λ Λ Λ Λ Λ IVE Λ Λ Λ Λ Λ Λ Λ DUMPSTER Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ CONCRETE Λ (1,60 OFFICE Λ Λ Λ Λ ENCLOSURE Λ PARCEL 2 Λ Λ Λ Λ Λ Λ Λ Λ 7 WALK Λ Λ Λ Λ Λ Λ Λ Λ 0 SF) Λ 6.0 ' Λ Λ Λ EV Λ MOUNTABLE CURB Λ Λ TYP. Λ Λ Λ Λ WOODEN GUARDRAIL Λ Λ Λ 7 ' Λ Λ ICAL 68.9 Λ Λ Λ Λ Λ 25.0 Λ Λ Λ EV Λ Λ Λ ' Λ Λ Λ Λ PROPOSED 1-STORY BUILDING Λ Λ Λ MED Λ Λ Λ Λ Λ Λ E Λ Λ Λ Λ EXTEND EXISTING WALL ENU Λ Λ Λ RETAIL (8,000 SF) Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 4FT HEIGHT FENCE E AV Λ Λ Λ Λ FLAGGED WETLAND BOUNDARY, Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. 18.0 Λ Λ STABILIZED TURF Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ YETT Λ Λ Λ ' PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ 1-800-962-7962 OR 811 Λ FLUS Λ Λ Λ Λ Λ CUR H Λ LAFA Λ Λ Λ Λ 6.0' B FLA Λ Λ Λ Λ WE Λ ' 27.0 Λ Λ 6.0' G ABE AGG TYP. Λ FC Λ T Λ R10.0 ' 0' 3 Λ 25' Λ L Λ Λ G Λ FC 18. Λ Λ A Λ Λ Λ Λ L S FL PAVEMENT ED J LLA Λ Λ 9.0 ' ND Λ 12' Λ Λ STRIPING (TYP.) Λ ' Λ 20.0 Λ X Λ Λ Λ 5 Λ 43 SPACES Λ U Λ Λ PARCEL 1 X Λ EMERGENCY ACCESS GATE NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED L Λ Λ Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT WITH HORN ACTIVATED Y Λ 119 X DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ .9 ' ' OPENER AND NO PARKING ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ 14 0.0 Λ Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER R1 SIGN BOTH SIDES WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ , 100' WETLAND Λ 2 MOUNTABLE CURB WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ E BUFFER, TYP. Λ 025 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ D Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF EMERGENCY ACCESS Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 89.3 ' Λ BY Λ PROPERTY LINE (ASPHALT PAVEMENT) SHOWN BY THESE DRAWINGS. Λ Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ Λ Λ 30' FRONT YARD SETBACK PARCEL 3 Λ Copyright DTS Provident Design Engineering, LLP 2025 Λ All rights reserved. Λ Λ NOT FOR CONSTRUCTION Λ 30' FRONT YARD SETBACK SERVICE & DELIVERY Λ LOADING AREA Λ Λ Λ Λ Λ 1 01/21/2026 SITE PLAN APPLICATION Λ Λ Λ Λ 2 02/18/2026 ISSUE TO PLANNING BOARD Λ Λ 4 Λ Λ 1 03/25/2026 ISSUE TO PLANNING BOARD Λ Λ 3 Λ Λ Λ Λ Λ Λ Λ Λ Co MOD n Λ c rete Λ Pad Λ AD RO Λ D 02 ON MP E 35/2 Λ O CR OUT R Λ PARCEL 3 - Λ Λ SITE LAYOUT PLAN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SP-1.0 CONKLIN AVENUE PROPERTY LINE (TYP.) Page 87 S 0" E N 18° 07' 0 40 8 NEW FIRE HYDRANT AND FUTURE WATER MAIN EXTENSION, TYP. 8" DIP, CL 54 39 (CAP END) 6 EVERGREEN MANOR 39 2 Town of Cortlandt, New York WET LAN DB UFF FUTURE SANITARY SEWER ER MAIN EXTENSION, TYP. 8" DIP, SDR-35 (CAP END) MATCHLINE (SEE SHEET SP-2.1) FUTURE 394 MAIN SANITARY SEWER OWNER / APPLICANT EXTENSION 00 4 V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD 8 OSSINING, NY 10562 39 NEW 8" GATE VALVE, TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE S ARCHITECT 400 DTS P O DENT  430.41' ntelligent Land se 400 DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway 390 100' WETLAN White Plains, NY 10601 P: 914.428.0010 F: 914.428.0017 388 ARCHITECT - PARCEL 3 38 8 388 BEATTY HARVEY COCO ARCHITECTS D BUFFER 382 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 396 396 1+00386 1+55 LAND USE ATTORNEY 394 ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 FUTURE WATER MAIN EXTENSION SURVEYOR FUTURE SANITARY SEWER DANIEL T. MERRITTS, PLS S MAIN EXTENSION 394 BEDFORD ROAD LAF PLEASANTVILLE, NY 10570 WETLAND CONSULTANT A TIM MILLER ASSOCIATES, INC. Y 10 NORTH STREET ' 00" E 80.44' S 68° 33' 00" E E 37.31' COLD SPRING, NY 10516 0 0+0 T PROPERTY LINE, N 19° 38 TYP. T 390 R-40 AVE E N PROPERTY LINE, U (TYP.) N 60 E ° 49 ' 00 386 "W 30' SIDE YARD SETBACK/ TW 384.0 NONDISTURBANCE AREA BW 371.8 160 37 .05' 3766..275 TC Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 5 Λ Λ + BC Λ Λ Λ RW-BEND Λ Λ 38 Λ Λ Λ TW 380.7 Λ Λ 4 Λ Λ Λ TW 382.5 Λ Λ Λ Λ Λ 384 Λ BW 366.0 Λ 402 Λ Λ RW-BEND Λ Λ BW 368.5 400 S Λ Λ Λ Λ Λ Λ 376.75 TC Λ Λ TW 382.5 382 Λ 378 Λ Λ 376.25 BC Pitch Λ Λ Λ 380 Λ + N5 Λ BW 370.0 376 Λ 5° Λ +34900.0Tw TW 390.0 Λ w 14 376 Λ Λ ' 20 Λ Λ Λ 382 376 Λ Λ Λ 2.5B h BW 374.0 Λ Λ tc Λ "W Λ Λ Λ Pi Λ 8 Λ Λ Λ Λ 375.5 TC Λ 36 Λ Λ Λ Λ 378 Λ 375.0 BC Λ Λ Λ Λ Λ Λ Λ Λ Λ + Λ Λ Λ Λ 38 7 Λ 400 Λ Λ Λ 0 Λ Λ Λ Λ Λ Λ Λ Λ 8 Λ Λ Λ Λ 7 Λ 37 Λ Λ Λ Λ Λ Λ Λ 16 Λ 384.67 TC N2 Λ +33892.0Tw 9.9 Λ w Λ TW 380.0 Λ Λ 2' 9° 0 Λ Λ 383.97 BC Λ TW 376.0 UPo 6 5.0B E Λ 5 BW 370.0 Λ ENU Λ 37 6' 1 Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY BW 363.0 Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. le S 9 Λ Λ Λ 1-800-962-7962 OR 811 Λ 34. " E E AV TW 379.0 Λ Λ FINIS Λ Λ 3 Λ Λ Λ HED 0 BW 369.0 Λ Λ 65' 38 376.5 FLOO YETT Λ Λ Λ + TW 375.0 Λ Λ 375.0 + 3 R: 37 Λ 37855..5Tw+ 37 Λ TW 377.5 Λ 8 + 3756..725 TC Λ 7.0 BW 373.0 37 Λ 37 LAFA 0Bw Λ 8.4% 0 BW 369.4 5 BC 37 5.75 T Λ Λ Λ 37 + 5.25 BCC S F Λ TW 377.0 ton 37 377.0 Λ Λ L Λ W + Λ 4 A BW 368.5 Pit 5 Pitch Λ ch e Λ E GG ABELLA GED B MO OSED 6 Wa PRO 37 T Λ 37 Λ 3755..05 TC LAN 4 0 N) 376 Λ + Λ BC 37 0 .0 SI 4 ll 37 E N 36 377.0 37 6.25 T Λ 59 BA 37 Pitch + 37 2 2 D + 5.75 BCC Λ L Pitch P Λ S U .3 F 37 D EV O E) 1 Λ Λ M NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED J ELTOM 3 + 37745.0 TC E LIN Λ S ULY 376.5 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT X 9 37 + Λ Λ ENT 35 .5 B 3755..75 TC OT 5 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE F 9 + 0 Λ C Pi 35 Pitch 1 1 LAG 25 B (B ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND tc Λ 37 36 36 N 45° 22' 53" E Λ (RIDG 8 h C X Λ 6 S 37 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 36 Λ 1 0 65.83' Λ 36 0 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 36 Λ 37 4 Pit 3756..61 TC X 6 +371.0 37 Λ ch (RID 3756..50 TC , Pitc 37 TW 375.0 h BC WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 2 BC 376LINE) Λ 100' WETLAND + MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL TW 370.0 TW 373.0 025 BW 374.0 GE + Pitc 37 + Pitc DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF h 3767..0 TC Λ BUFFER, TYP. h BW 366.0 BW 366.0 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Ston 3 68 5 BC SHOWN BY THESE DRAWINGS. Λ ch Pit Y eW Pit 364 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ ch YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Stone all Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 37 386 UPo 3767..725 TC 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Wire 37 + 5 BC Wall 3756..0 TC le N 31° 41' 31" + E Guy Λ 5 BC C 376 372 68.52' Copyright DTS Provident Design Engineering, LLP 2025 onc Λ All rights reserved. Pad rete Λ TW 367.0 NOT FOR CONSTRUCTION BW 366.0 30' FRONT YARD SETBACK +372.0Tw S ENERGY 30' FRONT YARD SETBACK DISSAPATOR, TYP. UPo S 76° 13' 31" E 1 01/21/2026 SITE PLAN APPLICATION 109.88 le UPole ' S 67° 5 2 02/18/2026 ISSUE TO PLANNING BOARD UPole 4' 29" R=47.00' +(355.9) TC E S 77 (355.4) L=51.51' WE TC + 3 03/25/2026 ISSUE TO PLANNING BOARD Post Ligh TLA UPole UPole ND OU B +(354.9 4 UPo t "E UPo Sign raffic UPo UPo ND ) TC ' 43 1 UPo ARY ° 37 360 2 Wire le le 4 le al B le 8° T le Guy INV.B=346.83 N7 ox +(35 INV.A=346.83 Pole l W 4.4) RIM=350.53 ' 03 7' Sign 64.0 Traf ER 100.00' BUFF a TC 18"RCP 373.0 DRAIN INLET 64. te UPo a fic r +Bw3 UPo le +Tw le "W +(35 A 7 3.7) B PR UM MO TC 7' 18"RCP 3.6 Wire Co UPole OP EN UPole 25 Tra l Lid Guy Met Con urs Ston N w 4.0B f Traf l Lid Wire Aspha f e Met OS T ic a +37 UPole cret eW Guy Sign fic S 0 a 0+0 Sign e Pa ED lt Drive all (35 al B igna S .7) 2 UPole T d C+ ox Ston Be Box l eM Signal Box 354 aso gi I NV UPo MOD nry Traffic AD 20" =348.7 le n: 0 Re RO tain PARCEL 3 - RC 0 D T P ing 02 S ON raffi Wire +00 Wa Con MP E 35/2 S ll c. C UPole Guy Wire O c Sig urb CR OUT Guy SITE GRADING AND .00 352 UPole Traf .5+ HOSPIT R Tw n fic S EXIT w al B RIM=353.63 2.0 DRAINAGE PLAN .0B RIM=348.04 PI: i DRAIN INLET +37 gna ox R=34.00' 8 MANHOLE (CON-ED) UPo +35 AL 0+6 L=49.52' Polel RIM=347.41 0 le Wire 4.6 0 Guy MANHOLE (CON-ED) 1+ 2 RI M S DR =352 Traffic Signal Pole AI N .1 PI I NL 1 :1 NU ET M +0 DEE BER 30.0 4 7. D STA CO 91320 THE T E N OF TRO 394 32 RI IN MM=35 DR A ' L LAN PEOP NEW AN 2.66 LE O YOR 8 DS HO 35 AC K LE QU F THE RI M 362 I RE = DB MA 353.0 0 0 2+0 SP-2.0 Y 36 NH 8 OL E PI: Tra ffic 1 Sto CONKLIN AVENUE Sig +86 nal PROPERTY LINE ne UPo 35 le THE DEED Tra ffic Pol e 8 .38 PEO CO Sig (TYP.) PLE NTR nal Wall OF O Box THE L NUM STA BER TE O 4 F N 91320 EW 4 YO 4 1 Page 88 AYETTE AVENUE EXISTING RESIDENCE #206 Ston A e 217.0 Wall 33.12-2-3 EVERGREEN MANOR 6' Now or Formerly Carlos & Kasmiry Rondon Town of Cortlandt, New York Edge of Asphalt N 18° 07' 00 "E EXISTING RESIDENCE (APPROXIMATE LOCATION) OWNER / APPLICANT #204 V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 N 19° , LINE S 68° 33' 00" E TY 37.31' ER PLANNER, CIVIL ENGINEER, LANDSCAPE 38' 00 O P PR . 0 ARCHITECT TYP - 4 N 19 R "8W Edge of Asphalt 0.44 DTS P O DENT  ° 38' 33.12-2-2 ntelligent Land se ' Now or Formerly 00" E DTS Provident Design Engineering, LLP CA #: 0017846 Michael & Kathryn Parish CK/ One North Broadway B A SET AREA White Plains, NY 10601 EXISTIN R D A ANCE G DRIV LAFAYETTE AVENUE EWAY P: 914.428.0010 E Y ID B F: 914.428.0017 30' S DISTUR UPole ARCHITECT - PARCEL 3 NON UPole 80.44 N 55° 14' 20" W BEATTY HARVEY COCO ARCHITECTS 160.05' N 55° 14' 20" W ' 160.05' 162.9216 1300 WALT WHITMAN ROAD ' 9.92' N 60° 49' 00" W MELVILLE, NY 11747 N 60° 49' 00" W LAND USE ATTORNEY N 29° 06' 19" E N 29° 06' 19" E 3 75.0 ZARIN & STEINMETZ 90.0 TW 373.0 81 MAIN STREET 3 34.634.565'' Stone Wall 3 84.0 TW 374.0 BW WHITE PLAINS, NY 10601 TW 371.8 BW Stone Wall BW Edge of Asphalt Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SURVEYOR Λ Λ Λ Λ Λ DANIEL T. MERRITTS, PLS Λ Λ Λ Λ Λ Λ Λ Λ 5 TBCC Λ Λ Λ Λ Λ Λ 7 S Λ 6 . S 394 BEDFORD ROAD Λ Λ Λ Λ Λ Λ 376.75 TBCC Λ Λ Λ Λ 3776.25 PLEASANTVILLE, NY 10570 376.25 3 + 375.75 TBCC Λ + 375.25 Λ + WETLAND CONSULTANT + X 374 376.25 TBCC TIM MILLER ASSOCIATES, INC. Λ Pitch 375.75 ch X Pit 10 NORTH STREET Λ Pit PROPOSED 1-STORY Pit ch ch 372 5 6 COLD SPRING, NY 10516 Λ DING COMMERCIAL BUIL 37 X 375.5 TBCC 366 Λ N 45° 22' 53" E 9,600 SF 375.0 + 368 370 X 65.83' 364 Λ FINISHED FLOOR: 377.0 Λ h Pitc Stone Wall + Λ 376.25 TBCC 375.75 TC 375.75 Λ 7 + 375.25 BC P Pitch Λ Concrete Λ Λ itch .0 Λ 377+ 376.0 TC Λ Λ Λ Λ Λ Λ Λ Λ Λ UPole Λ Pad 7 375.5 BC+ Λ .5 Λ Λ Λ 376+ 376.1 TBCC Λ Λ Λ Λ .5 Λ 375.6 + Λ 376+ Λ Λ Λ Λ Λ Λ Wire (R Λ Λ 37 LIN Λ Guy ID + .0 Λ 376 Λ Pit Λ GE 378 377 6 E) ch Λ Λ SITE PLAN VIEW Λ Λ Λ .0 Λ 375+ Λ (RIDGE LINE) 378 Λ Pit TC31" E Λ 7.2541' 3N731° 1" = 20' Λ h ch Pitc 376 Λ C 376.75 B68.52' Λ ch 376 Pit + 376 Pi ACK tc h E T B 372 DS Λ Λ Λ Λ Λ Λ Λ R Λ Λ Λ Λ Λ Λ YA Λ Λ Λ Λ Λ Λ Λ 376 Λ T Λ Λ N Λ Λ Λ RO Λ Λ Λ TC 30' F Λ 3755..50 BC Λ Λ Λ Λ Λ 77.0 Λ 37 + Λ + 77.5 Pitch Λ Pitch Λ 3 Λ 376.0 TC Λ 3 TW 368.5 UPole + Λ Λ 79.0 Λ TW 369.4 375.5 BC Λ 377.0 TC Λ + Λ 3 BW Λ 376.5 BC Λ TW 369.0 Λ 375.0 TC BW Λ Λ Λ INV.B 374.5 BC Λ Λ UPole Λ Λ INV.A =346.83 18"R Λ BW Λ Λ Λ Λ Λ CP THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ Λ Λ =3 1-800-962-7962 OR 811 Λ Λ RIM= 46.83 Λ Λ Λ 3 76.0 DRA 350.53 TW 363.0 ND IN IN L A LET ET TYP. Light BW Post 0 ' W 54' 29 "E 3 75.0 10 FFER, S 67° BU Traffic Pole TW 374.0 Signal 8' 1 B 109.8 BW Metal Lid A Traffic Signal Box 18"RC Signal Box P Stone W WETLANDS FLAGGED BY FLAGGED JULY 14, 2025 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Traffic A UPole BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UPole S7 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Metal Lid Traffic Signal Box UPole 6° 1 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Concrete Pad WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. all ' 31 3 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED "E UPo MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL le DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ACK LABELLA ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS UPo ETB le RIM SHOWN BY THESE DRAWINGS. R D S = MA 348.04 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW T YA UPo le UPo RIM NHO YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ON le =34 LE ( DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION R 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 30' F 7.41 CO N-E D) Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PROPERTY LINE 30' NON DISTURBANCE AREA PROPERTY LINE 206 LAFAYETTE AVE 420 420 1 01/21/2026 SITE PLAN APPLICATION PROPOSED 1-STORY COMMERCIAL BUILDING PROPOSED EVERGREEN & SHADE TREE 2 02/18/2026 ISSUE TO PLANNING BOARD (SEE ARCHITECTURAL PLANS) (SEE SP-4.1 SITE LANDSCAPE PLAN) 3 03/25/2026 ISSUE TO PLANNING BOARD 410 410 SCHEMATIC BUILDING SHOWN 204 LAFAYETTE AVENUE 400 TOP OF HIGH PARAPET ELEV. = 397.5 400 EXISTING GRADE TOP OF ROOF ELEV. = 392.0 390 390 20.5' EXISTING GRADE CROSS SECTION NOTE: 6 FT. HIGH SOLID HOUSE ELEVATION SHOWN ON THIS CROSS VINYL FENCE PROPOSED PAVEMENT SECTION IS FOR SCHEMATIC PURPOSES ONLY PARCEL 3 - SURFACE DRIVEWAY AREA CROSS SECTION THROUGH 380 GROUND FLOOR ELEV. = 377.0 380 EXISTING GRADE ADJACENT PROPERTIES PROPOSED GRADE 370 PROPOSED RETAINING WALL 370 PROPOSED PAVEMENT PROPOSED CUT SECTION (DESIGNED BY OTHERS) CROSS SECTION A-A SURFACE PARKING AREA SCALE: HORIZ 1"=10' VERT. 1"=10' 360 360 SP-2.1 Page 89 N 19° LI N E, E RTY 38' 00 P PRO . TYP - 4 0 N 19 R "8W Edge of Asphalt 0.44 ° 38' 33.12-2-2 ' Now or Formerly 00" E Michael & Kathryn Parish B A CK/ R D SET AREA EXISTIN G DRIV YA ANCE LAFAYETTE AVENUE EWAY I D E B 30' S DISTUR EVERGREEN MANOR UPole C NON UPole 80.44 N 55° 14' 20" W 160.05' N 55° 14' 20" W Town of Cortlandt, New York ' 160.05' 162.9216 ' 9.92' N 60° 49' 00" W N 60° 49' 00" W N 29° 06' 19" E N 29° 06' 19" E 3 75.0 90.0 34.65' TW 373.0 3 34.65' Stone Wall 3 84.0 TW 374.0 BW TW 371.8 BW Stone Wall BW Edge of Asphalt 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 TC Λ Λ Λ Λ Λ Λ .755 BC S Λ 6 S Λ OWNER / APPLICANT Λ Λ Λ Λ 7 3 76.2 376.75 TBCC Λ Λ Λ Λ Λ 376.25 3 + 375.75 TBCC Λ + V.S. CONSTRUCTION CORPORATION 375.25 Λ + 37 CROTON DAM ROAD + OSSINING, NY 10562 X 374 376.25 TBCC Λ Pitch 375.75 ch X Pit Λ P it PROPOSED 1-STORY Pit ch ch 372 5 6 Λ DING COMMERCIAL BUIL 37 PLANNER, CIVIL ENGINEER, LANDSCAPE X 375.5 TBCC 366 Λ N 45° 22' 53" E 9,600 SF 375.0 + 368 ARCHITECT 370 X 65.83' 364 Λ B DTS P O DENT FINISHED FLOOR: 377.0  Λ itch Stone Wall P + ntelligent Land se Λ B 376.25 TBCC 375.75 TC 375.75 Λ 7 + 375.25 BC P DTS Provident Design Engineering, LLP CA #: 0017846 Pitch Λ Concrete Λ Λ itch One North Broadway .0 Λ White Plains, NY 10601 377+ 376.0 TC Λ Λ Λ Λ Λ Λ Λ Λ Λ UPole Λ Pad 7 375.5 BC+ Λ .5 Λ Λ P: 914.428.0010 Λ 376+ 376.1 TBCC Λ Λ Λ Λ .5 Λ F: 914.428.0017 375.6 + Λ 376+ Λ Λ Λ Λ Λ Λ Wire ARCHITECT - PARCEL 3 (R Λ Λ 37 LIN Λ Guy ID + .0 Λ 376 Λ Pit Λ GE 378 377 BEATTY HARVEY COCO ARCHITECTS 6 E) ch Λ Λ Λ Λ 1300 WALT WHITMAN ROAD Λ .0 Λ Λ 375+ (RIDGE LINE) 378 Λ Pit MELVILLE, NY 11747 TC31" E Λ 7.2541' 3N731° Λ h ch Pitc 376 Λ C B68.52' Λ ch 37 6.7 5 376 Pit + 376 Pi K LAND USE ATTORNEY tc AC h S E T B 372 RD ZARIN & STEINMETZ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ A Λ Λ Λ Λ Y Λ Λ Λ 376 Λ T Λ 81 MAIN STREET Λ RON Λ Λ Λ Λ Λ Λ TC F Λ ' WHITE PLAINS, NY 10601 3755..50 BC Λ 0 Λ Λ 3 Λ Λ 77.0 Λ 37 + Λ + 77.5 Pitch Λ Pitch Λ 3 Λ 376.0 TC Λ 3 TW 368.5 SURVEYOR UPole + Λ Λ 79.0 Λ TW 369.4 375.5 BC Λ 377.0 TC Λ + Λ 3 BW Λ 376.5 BC Λ DANIEL T. MERRITTS, PLS TW 369.0 Λ 375.0 TC BW Λ Λ Λ INV.B 374.5 BC Λ Λ UPole 394 BEDFORD ROAD Λ Λ INV.A =346.83 18"R Λ BW Λ Λ Λ Λ Λ Λ Λ Λ CP PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ =3 RIM= 46.83 Λ Λ Λ 3 76.0 DRA 350.53 TW 363.0 D LAN P. IN IN LET WETLAND CONSULTANT T Light BW E Post 'W TY "E 54' 29 75.0 100 FFER, S 67° TIM MILLER ASSOCIATES, INC. 3 BU 10 NORTH STREET Traffic Pole TW 374.0 Signal 8' 1 COLD SPRING, NY 10516 B 109.8 BW Metal Lid A Traffic Signal Box 18"RC Signal Box P Stone W WETLANDS FLAGGED BY FLAGGED JULY 14, 2025 Traffic UPole UPole S7 Metal Lid Traffic Signal Box UPole 6° 1 Concrete Pad all ' 31 3 "E UPo le K LABELLA C UPo TBA le E RIM R D S = MA 348.04 YA UPo UPo T le RIM NHO N le = RO MA 347.41 LE ( 30' F NHO CO C N-E on LE ( D) c. CO N-E UPo D) Cu le rb C HOSPI EXIT UPo le TAL Sign Traf al Box UPo fic Wire UPo le Guy RIM SITE PLAN VIEW le = THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY DRA 353.6 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN IN 3 1-800-962-7962 OR 811 LET 1" = 20' +(3 55. TC 9) Traf UP UPo fic S ol le igna e (35 l Po 5.4 le TC ) 400 400 + PROPOSED PROPERTY LINE TOP OF HIGH PARAPET ELEV. = 397.5 SCHEMATIC BUILDING SHOWN EXISTING EDGE OF NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT PROPOSED EDGE OF DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE RIGHT-OF-WAY LINE EXISTING PROPOSED 1-STORY COMMERCIAL BUILDING PAVEMENT ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND TOP OF ROOF ELEV. = 392.0 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. GRADE PAVEMENT 390 390 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL PROPOSED CUT SECTION DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. EXISTING GRADE 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. 380 380 SIGHT LI Copyright DTS Provident Design Engineering, LLP 2025 GROUND FLOOR ELEV. = 377.0 NE All rights reserved. NOT FOR CONSTRUCTION PROPOSED SURFACE LAFAYETTE 370 PARKING AREA 370 CROSS SECTION B-B AVENUE SCALE: HORIZ 1"=10' PROPOSED PAVEMENT SURFACE 1 01/21/2026 SITE PLAN APPLICATION TURN AROUND AREA PROPOSED GRADE VERT. 1"=10' 2 02/18/2026 ISSUE TO PLANNING BOARD 360 360 3 03/25/2026 ISSUE TO PLANNING BOARD 3.5 FT. ABOVE PAVEMENT 6 FT. HIGH FENCE 400 TOP OF HIGH PARAPET ELEV. = 397.5 400 SCHEMATIC BUILDING SHOWN RIGHT-OF-WAY LINE PROPERTY LINE PROPERTY PROPOSED CUT SECTION TOP OF ROOF ELEV. = 392.0 20.5' LINE 390 390 EDGE OF PROPOSED EXISTING GRADE 30' NON DISTURBANCE AREA PAVEMENT 380 380 PARCEL 3 - GROUND FLOOR ELEV. = 377.0 CROSS SECTIONS FROM PROPOSED GRADE ROADWAYS 370 E 370 SIGH T LIN CROMPOND ROAD CROSS SECTION C-C ROUTE 35/202 Walk PROPOSED PAVEMENT SCALE: HORIZ 1"=10' SURFACE PARKING AREA VERT. 1"=10' 360 360 PROPOSED CUT SECTION PROPOSED GRADE 350 3.5 FT. ABOVE PAVEMENT 350 SP-2.2 Page 90 NEW FIRE HYDRANT AND FUTURE WATER MAIN EXTENSION, TYP. 8" DIP, CL 54 (CAP END) EVERGREEN MANOR 100 Town of Cortlandt, New York ' WE TLA ND BUF FUTURE SANITARY SEWER F ER MAIN EXTENSION, TYP. 1 8" DIP, SDR-35 (CAP END) FUTURE MAIN SANITARY SEWER EXTENSION OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD NEW 8" OSSINING, NY 10562 GATE VALVE, TYP. PLANNER, CIVIL ENGINEER, LANDSCAPE THRUST BLOCK, THRUST BLOCK, TYP. TYP. ARCHITECT DTS PROVIDENT  100 Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 ' One North Broadway W White Plains, NY 10601 E T P: 914.428.0010 L F: 914.428.0017 A N ARCHITECT - PARCEL 3 D BEATTY HARVEY COCO ARCHITECTS BUFFER 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY FUTURE WATER MAIN ZARIN & STEINMETZ EXTENSION 81 MAIN STREET WHITE PLAINS, NY 10601 FUTURE SANITARY SEWER MAIN EXTENSION SURVEYOR L A DANIEL T. MERRITTS, PLS F 394 BEDFORD ROAD A PLEASANTVILLE, NY 10570 Y WETLAND CONSULTANT ETT PROPERTY LINE, TIM MILLER ASSOCIATES, INC. TYP. 10 NORTH STREET R-40 E COLD SPRING, NY 10516 VE A N PROPERTY LINE, MONUMENT U (TYP.) PROPOSED 10'-0" MIN. E SEPARATION, TYP. 30' SIDE YARD SETBACK/ PROPOSED NONDISTURBANCE AREA Λ 4" DIP, CL54 FIRE LATERAL 3" DIP, CL54 DOM. LATERAL Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ (SIZE TO BE CONFIRMED BY MEP) Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ NEW SMH-R2 Λ Λ Λ Λ Λ Λ Λ Λ RIM. 175.15 Λ Λ NEW FIRE HYDRANT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPOSED Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 6" DIP SANITARY SEWER LATERAL Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ (6" D.I.P., CL52) S=0.02 MIN. Λ Λ Λ Λ Λ Λ Λ Λ 20'-0" WIDE Λ Λ Λ Λ Λ Λ Λ Λ WATER MAIN EASEMENT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ UPo E Λ Λ ENU Λ Λ Λ Λ Λ Λ Λ Λ S le Λ Λ E AV Λ Λ Λ Λ PROPOSED Λ Λ Λ 8" DIP WATERMAIN Λ Λ YETT Λ Λ Λ Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ NEW SMH-R1 Λ 1-800-962-7962 OR 811 Λ LAFA Λ Λ RIM. 363.84 Λ Λ S FLA Λ ton Λ Λ Λ WE Λ NEW 8" Λ Λ eW G ABE GATE VALVE, TYP. Λ Λ T 3 L Λ G Λ a A Λ Λ L S FLAG ll ED LLA S Λ ND CONNECT NEW 8" Λ Λ Λ WATER MAIN TO X Λ Λ J Λ CAP 8" EXISTING WATER MAIN U Λ Λ X Λ WATER W/ NEW 8"x8"x8" TEE LY 1 Λ Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED MAIN X BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 4 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER G Λ , Sto WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 202 Λ E n 8" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED D e Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Se Wa DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 5 Λ BY RELOCATED ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS UPo CONNECT w ll SHOWN BY THESE DRAWINGS. Λ Wire UTILITY POLE - LOCATION e 8"C TO EXIST 8" DIP Guy LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ r Pip le TO BE VERIFIED W/ UTILITY CO. C WATERMAIN STUB P YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS onc IP AP ER OL DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ Pad e PRO D 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. e ret Λ XIM SURV RIM=359.78 30' FRONT YARD SETBACK ATE EY SEW - NO SEWER MANHOLE ER T FO Copyright DTS Provident Design Engineering, LLP 2025 MA UN All rights reserved. NH D NOT FOR CONSTRUCTION OL RIM=356.16 30' FRONT YARD SETBACK E ENERGY UPo SEWER MANHOLE DISSAPATOR, TYP. le UPole Pipe ipe 8" Sewer P UPole 8" Sewer 1 01/21/2026 SITE PLAN APPLICATION WE Pos t Lig TLA UPole UPole 02/18/2026 ISSUE TO PLANNING BOARD ND 2 h BO UPo t UPo SignTraffic UPo UND UPo Wire ARY 3 03/25/2026 ISSUE TO PLANNING BOARD le le le al B Guy INV.B=346.83 le 3 INV.A=346.8 ox Pole al W 50 .5 3 Sign fic RI M =3 18"RCP Traf a DRAIN INLET te UPo r UPo 16"CIP le le A B IN Wire 8"HP GAS MA 18"RCP Co UPole UPole 16"CIP Guy Traf tal Lid M Co urs Wire e Traf tal Lid Aspha Me 16"CIP fic n UPole e c Guy fic S rete 0 S 0+0 8"CIP Sign i gna 16"CIP lt Drive ign UPole 8"CIP Pad Ston l Bo Be al B eM Signal Box IN V gin UPo aso x MOD Traffic AD 20" =348 nrRye ox le 8"CIP RO t : 0+ RC .70 ain D Traf 02 in ON P gW Wire Con MP E 35/2 00. all 8"CIP Guy c.C UPole Wire O fic S CR OUT urb Guy 16" UPole Traf 00 CIP HOSPIT R igna fic EXIT RIM=353.63 PARCEL 3 - RIM=348.04 PI: DRAIN INLET S PROPOSED 6" DIP SANITARY l i MANHOLE (CON-ED) g UPo B 0 o n SEWER CONNECTION AL +64 le PER OLD SURVEY - NOT FOUND SITE UTILITY PLAN al P.62 8"C xG RIM=347.41 00 Wire IP INV. OUT: 366.5 le APPROXIMATE SEWER MANHOLE MANHOLE (CON-ED) 1+ o uy RI Me te DR M=35 Traffic Signal Pole AIN 2.1 NU W a r Pi t PI IN L 1 DEEMBER ter : 1+ ET STA D C 491 07 THE TE O ONTR 32039 .3 D R R IM 2 AIN =3 RELOCATE LAN PEO F NEWOL 4 MA 52.6 NH 6 FIRE HYDRANT DS PLE AC OF YORK RIM OL E QU THE IR E MA =353. 0 2+0 DB NH 08 Y SEW RIM OLE ER =35 PI: 8"C Tra MAN 3.18 ffic H 1+8 Sto Sig OLE CONKLIN AVENUE 8" PIPE 16"PIPE SP-3.0 IP PROPERTY LINE UPo D Tr n a ne THE EED aff 6.3 e l ic S l Po PEO CO le (TYP.) ign 8 PLE NTR Wall al B R IM OF OL ox TH NU DR =355 AIN .65 LANE STATMBER IN L Stre DS E O 491 ET AC F N 320 CR et S i gn QU EW 441 IR E Y O OM D B RK Y PO Page 91 • 3+00 • • PLANT SCHEDULE • • NEW FIRE HYDRANT • CODE QTY BOTANICAL / COMMON NAME CONT/SIZE REMARKS • AND FUTURE WATER • • • MAIN EXTENSION, TYP. 4+00 • A. SHADE TREES • 8" DIP, CL 54 • • • (CAP END) AO 4 ACER RUBRUM 'OCTOBER GLORY' / OCTOBER GLORY RED MAPLE B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING • 0 2+0 LR 3 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' / ROUND-LOBED SWEET GUM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING • 3+00 402.49 QP 4 QUERCUS PALUSTRIS / PIN OAK B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING • 4+91 3+48 TR 5 TILIA AMERICANA 'REDMOND' / REDMOND AMERICAN LINDEN B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING EVERGREEN MANOR • 0 2+0 • 3+00 UN 3 ULMUS AMERICANA 'NEW HARMONY' / NEW HARMONY AMERICAN ELM B&B/ 3" - 3-1/2" CAL. SINGLE STRAIGHT LEADER, BALANCED & FULL BRANCHING 1+ • 00 Town of Cortlandt, New York • 3+00 B. EVERGREEN TREES • 4+00 PC 14 PICEA PUNGENS / COLORADO SPRUCE B&B/ 8'-9' HGT. FULL, DENSE, AND BALANCED SHAPE • 0 1 +0 FUTURE SANITARY SEWER PG 19 PICEA GLAUCA / WHITE SPRUCE B&B/ 7'-8' HGT. FULL, DENSE, AND BALANCED SHAPE PS2 11 PINUS STROBUS 'BENNETT'S FASTIGIATE' / BENNETT'S FASTIGIATE WHITE PINE B&B/ 7'-8' HGT. FULL, DENSE, AND BALANCED SHAPE 0 MAIN EXTENSION, TYP. 2+0 0 8" DIP, SDR-35 1 1+0 (CAP END) C. ORNAMENTAL TREES 2+00 AX 3 AMELANCHIER X GRANDIFLORA / APPLE SERVICEBERRY B&B/ 7'-8' HGT. BALANCED AND FULL BRANCHING BD 9 BETULA NIGRA 'BNMTF' / DURA HEAT® RIVER BIRCH B&B/ 7'-8' HGT. BALANCED AND FULL BRANCHING 005 CO 7 CELTIS OCCIDENTALIS / COMMON HACKBERRY B&B/ 2" - 2-1/2" CAL. BALANCED AND FULL BRANCHING 2+20+ 55++0001 FUTURE CV 6 CHIONANTHUS VIRGINICUS / WHITE FRINGETREE B&B/ 7'-8' HGT. BALANCED AND FULL BRANCHING 00 MAIN SANITARY SEWER 0+ EXTENSION 1+00 NATIVE RESTORATION SEED MIX 10,635 sf OWNER / APPLICANT 0+ 00 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. NEW 8" INCLUDES THE FOLLOWING: OSSINING, NY 10562 1+00 0+00 GATE VALVE, TYP. ANNUAL RYEGRASS, DEERTONGUE, SWITCHGRASS, VIRGINIA WILD RYE 00 0+ SEEDING RATE: 30 LBS/ACRE PLANNER, CIVIL ENGINEER, LANDSCAPE SEED AND MAINTAIN PER SEED SUPPLIER`S SPECIFICATIONS. THRUST BLOCK, 1+00 APPLICATION METHOD: HYDROSEED WITH MULCH TACKIFIER. ARCHITECT TYP. DTS P O DENT  ntelligent Land se 1+00 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 4+00 HARDSCRABBLE FARMS, INC. (914) 669-5633 OR APPROVED EQUAL. CONTAINS THE FOLLOWING: P: 914.428.0010 30% SOPRANO PERENNIAL RYE, F: 914.428.0017 388.01 30% INTEGRA PERENNIAL RYE, 0 3+73 ARCHITECT - PARCEL 3 0+0 30% REBEL IV TALL FESCUE, 0+ 10% PALOUSE KENTUCKY BLUEGRASS BEATTY HARVEY COCO ARCHITECTS 00 1300 WALT WHITMAN ROAD 0+00 SEEDING RATE: 6 LBS/1,000 SF. 1+00 1+55 MELVILLE, NY 11747 0+00 LAND USE ATTORNEY 0+00 1+00 FUTURE WATER MAIN ZARIN & STEINMETZ 389.99 81 MAIN STREET EXTENSION 2+00 394.010+00 2+58 WHITE PLAINS, NY 10601 1+00 SANITARY SEWER 3+00 394.00 FUTURE 3+56 0+00 MAIN EXTENSION 2+00 SURVEYOR 0000 0+ 3+00 1+00 3+ 0+72 DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD 2+00 PLEASANTVILLE, NY 10570 0 1+0 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 0 0+0 2+00 10 NORTH STREET 1+5 NEW FIRE HYDRANT COLD SPRING, NY 10516 4 AND FUTURE WATER 402.14 MAIN EXTENSION, TYP. 2+00 8" DIP, CL 54 2+00 (CAP END) EXISTING TREE LINE TO REMAIN 1+00 1+00 386 Λ Λ NEW INFILL TREE PLANTING WITH EXISTING TREE LINE TO BE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ DETERMINED BY TREE SURVEY Λ Λ Λ Λ 384.30 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ FUTURE WATER 3840+ Λ Λ SANITARY SEWER 0 POST TOP MOUNTED LIGHT Λ 0 Λ Λ Λ Λ Λ Λ Λ SERVICE LATERAL, TYP. Λ Λ ICE LATERAL, TYP. 12" MOUNTING HEIGHT 30' SIDE YARD SETBACK/ Λ Λ Λ 378 Λ Λ Λ Λ 8" DIP, CL 54 LAWN Λ WITH AMBER LIGHT Λ 8" DIP, SDR-35 NONDISTRUBANCE AREA Λ 376 Λ Λ (CAP END) Λ (CAP END) 376 Λ Λ Λ Λ 13'-0" Λ 382 376 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ SEPARATION, Λ LAWN Λ Λ Λ 378 Λ Λ Λ Λ Λ Λ Λ Λ 3 AO Λ 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 MULCHED Λ Λ .00 Λ Λ Λ Λ 1 AO ISLAND Λ UPo 6 E 0+ STABILIZED TURF Λ Λ ENU Λ 0+00 37 Λ Λ Λ 00 Λ (TYP.) PARKING LOT DOWN LIGHT 15' Λ Λ Λ le Λ S Λ Λ Λ MOUNTING HEIGHT (TYP.) E AV Λ Λ Λ Λ : Begin Λ Λ Λ 4.96 Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY CONCRETE YETT Λ Λ Λ 1+0 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ 0 3 CV 7 1-800-962-7962 OR 811 SIDEWALK Λ Λ Λ PI: 0+ Λ Λ LAFA 0 Λ Λ 1 TR Λ 0+0 Λ S F Λ BIO-RETENTION AREA ton Λ Λ L Λ DEV 8 BR-8 W Λ A MULCHED Λ (8,029 SF) e Λ E GG ABELLA GED B ISLAND Wa T Λ Λ LAN 376 (TYP.) Λ 1 CO Λ 3 TR ll E Λ D 0+ Λ L S Λ 00 2 LR D 5 PG Λ Λ J 3 BD Λ S ULY X Λ Λ 8 PC F Λ LAG Λ Λ 3 BD 0 0+ X Λ 1 TR NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 1+0 00 Λ 1 Λ 0+50 Λ 1 CV 2 QP BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 4 3 BD X 6 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ , 202 1 LR 37 NEW HEAVY DUTY 2 CV ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 0 376 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 1+0 ASPHALT PAV'T WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ (TYP.) Ston 5 3 PG 1 AX WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Y MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL eW LAWN Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Stone ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS all Λ 3 PS2 1 CO 2 CO SHOWN BY THESE DRAWINGS. UPo Λ 5 PG 2 AX 3 PC LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Wall 2 QP le YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ C 3 CO DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 376 372 onc 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 1+00 Λ Pad rete Λ EXISTING TREE LINE TO REMAIN Copyright DTS Provident Design Engineering, LLP 2025 3 PS2 NATIVE WOODLAND All rights reserved. 3 PG RESTORATION MIX NOT FOR CONSTRUCTION ENERGY UPo 3 PC DISSAPATOR, TYP. le 1 UN 3 PG UPole 2 UN 0 UPole 5 PS2 2+0 1 01/21/2026 SITE PLAN APPLICATION 0 2+0 02/18/2026 ISSUE TO PLANNING BOARD Post Ligh PI : 2 2 UPole UPole +05 .97 UPo t UPo UPo UPo 3 03/25/2026 ISSUE TO PLANNING BOARD UPo 3.09 le le 2+3 le le PI: le UPo UPo ENTRY ROAD le le UPole UPole 9 5.3 Con Ston I : 2+7 Aspha P UPole cret e 0 Wall 0+0 Sign e Pa lt Drive 0 UPole 0+0 d Ston Be eM aso gi UPo nry AD Beg n: 0 le Re RO 3+0 tain D in ON 02 gW in: +00 Con MP E 35/2 all 0 c. UPole Cu O 0+0 CR OUT rb . UPole 00 0 R 0.0 1+0 PARCEL 3 - .52 0 PI: PI: 9 1+12 2 PI: 0+6 UPo 6.8 SITE LANDSCAPE PLAN 0+5 0+6 : 3+3 0 le 3+3 1.0 4.6 0 1+ : 1+ 5 2 7 11. PI :1 3 9 +0 7. 32 PI: SP-4.1 1+8 Sto CONKLIN AVENUE n 6.3 e 8 Wall CONNECT PROPOSED 8" Page 92 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 93 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 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 V.S. CONSTRUCTION CORPORATION POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE 37 CROTON DAM ROAD # of Throw OSSINING, NY 10562 ID # Fixtures Type Fixture and Pole Manufacturer Fixture Order Number Pole Order Number PT1 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF PLANNER, CIVIL ENGINEER, LANDSCAPE PT2 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF ARCHITECT PT3 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 PT4 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 One North Broadway PT5 1 T2 ARCHITECTURAL AREA LIGHTING PROV2-36L-325-AMB-T2-BLT-CL-HS DB12-4F14-188-BLT-PTF White Plains, NY 10601 PT6 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 HS INDICATED THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD PHOTOMETRICS FOR ENTRY DRIVE DO NOT REFLECT AMBER LIGHT USE OF IES FILES FOR AMBER LIGHTS ARE NOT AVAILABLE. ARCHITECT - PARCEL 3 PHOTOMETRICS SHOWN ARE FOR CLOSEST COMPARABLE LIGHT. DTSP IS WORKING WITH LIGHT MANUFACTURERS TO OBTAIN BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD NOTES: MELVILLE, NY 11747 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 LAND USE ATTORNEY GRADE. THE BASE FOR PARKING LOT DOWNLIGHTS IS 24" ABOVE GRADE. ALL LIGHT POLE BASES EXTEND A MINIMUM OF 5' BELOW GRADE. ZARIN & STEINMETZ 3. HIS = INTERNAL HOUSE SIDE SHIELD (NOT REFLECTED IN PHOTOMETRIC CALCULATIONS.) 81 MAIN STREET 4. PHOTOMETRIC CALCULATIONS INCLUDE BUILDING MOUNTED LIGHTS. WHITE PLAINS, NY 10601 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 SURVEYOR 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 DANIEL T. MERRITTS, PLS WITH STATISTICAL SUMMARY TABLE TO VERIFY THAT THE PROPOSED SUBSTITUTION ACHIEVES THE IESNA 394 BEDFORD ROAD RECOMMENDATIONS AND/OR LIGHT LEVELS/STATISTICAL SUMMARY NOTED ON THE LIGHTING PLAN WITHOUT PLEASANTVILLE, NY 10570 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. WETLAND CONSULTANT 6. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN VERIFICATION FROM THE MUNICIPALITY THAT THE CHANGES DO NOT TIM MILLER ASSOCIATES, INC. PROPERTY LINE, REQUIRE AN AMENDMENT OR REAPPROVAL OF THE APPROVED SITE PLAN AND/OR ARCHITECTURAL BUILDING PLAN TYP. APPROVALS. 10 NORTH STREET COLD SPRING, NY 10516 LIGHTING CALCULATIONS PARKING AVERAGE 1.3 MAX 34 PROPERTY LINE, 0.0 (TYP.) 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 MIN 3.4 UNIFORMITY PT1 30' SIDE YARD SETBACK/ RATIO 2.6:1 4W NONDISTURBANCE AREA 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 ENTRANCE DRIVE 4W Λ Λ Λ PT3 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 AVERAGE 0.7 Λ Λ Λ Λ Λ 4W Λ Λ Λ PT4 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ MAX 1.4 Λ 4W 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 Λ PT5 Λ Λ Λ Λ MIN 0.1 Λ Λ Λ Λ 4W 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 Λ UNIFORMITY Λ Λ Λ Λ Λ RATIO 7.0:1 Λ 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 Λ Λ Λ ENTRANCE WALK Λ Λ Λ Λ Λ Λ Λ T4M Λ Λ Λ 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 Λ 0.2 Λ 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 AVERAGE 0.8 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 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 MAX 1.8 Λ Λ Λ Λ Λ Λ DL2 Λ Λ Λ Λ Λ MIN 0.2 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 Λ ENU Λ Λ Λ Λ UNIFORMITY Λ Λ Λ Λ Λ 0.2 Λ Λ 0.5 RATIO 4:1 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 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 1-800-962-7962 OR 811 Λ Λ Λ T2M 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 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 T4M T3M Λ 0.5 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 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 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 30' FRONT YARD SETBACK 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 30' FRONT YARD SETBACK 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 PROPERTY LINE (TYP.) Page 94 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 BY POINT PLAN AND STATISTICAL SUMMARY TABLE SHALL BE 10' or 14' AT DAWN AND ON AT DUSK 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 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 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. AREA 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. AREA DOWNLIGHT FIXTURE SCALE: N.T.S. 5 AREA DOWNLIGHT FIXTURE SCALE: N.T.S. 6 AREA DOWNLIGHT POLE SCALE: N.T.S. 7 ELECTRICAL SITE LIGHTING NOTES SCALE: N.T.S. 9 SP-5.2 Page 95 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 EXTEND ASPHALT BASE COURSE INTO EXISTING AS SHOWN ON PLANS COMPACTED ASPHALTIC CONCRETE PAVEMENT DEPTH 3" OR MATCH EXISTING 3/4" 12" 12" 5'-0" WALKWAY TOP COURSE, NYSDOT ITEM NO.403.16 6" (OR AS SHOWN AS PLANS) 1 21" LIGHT DUTY 2" HEAVY DUTY NEW PAVEMENT OVERLAY DEPTH 1" COMPACTED ASPHALTIC CONCRETE 2 21" LIGHT DUTY 3" HEAVY DUTY EVERGREEN MANOR BINDER COURSE, NYSDOT ITEM NO.403.12 SAW CUT OR MATCH EXISTING 4000 PSI CLASS A CONCRETE WITH LIGHT BROOM FINISH. 1 1 4" x 2" SCORED JOINT WITH 1/2" JOINT 6" PITCH AS SHOWN TOOLED EDGES 6" FROM 6" X 6" - W2.0 X W2.0 WELDED DOWEL BAR 2 1/2" ON PLANS 6" 3/4" 1" WIRE MESH (2" MIN. COVER) FACE OF CURB 1/2" EXPANSION Town of Cortlandt, New York 18" JOINT X X X X 5" PAVEMENT OR 6" 3" STRUCTURE 9" HEAVY DUTY 6" LIGHT DUTY 3'-0" MIN. 5" 12" 18" 8" 9" EXISTING PAVEMENT NEW PAVEMENT 1'-0" 8" BEDDING COURSE 6" (SEE DETAIL X ON CD-X.X) 3" 1'-6" MIN. COMPACTED SUBGRADE 3" NOTE: NOTES: #4 BAR (3"MIN. OWNER / APPLICANT SUB-BASE COURSE DRAINAGE COURSE SAW CUT INTO EXISTING PAVEMENT APPLIES 1. EXPOSED SURFACES TO HAVE FLOAT FINISH. NOTES: CLEAR ALL SIDES) V.S. CONSTRUCTION CORPORATION NYSDOT ITEM NO.304.11 TO PAVEMENT REPLACEMENT AT UTILITY 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 20' O.C. 4" PERF. PVC UNDERDRAIN WHERE SHOWN 4" PERF. PVC 5' TRENCHES EXTENDING INTO R.O.W. FOR 5' WIDE WALKWAYS AND 24' O.C. FOR 6' WIDE WALKWAYS 37 CROTON DAM ROAD 2. PROVIDE 12" PREMOLDED EXPANSION JOINT AND SEALANT EVERY 20' O.C. 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN ABUTTING ON PLANS OR WHERE DIRECTED BY COMPACTED SUBGRADE MIN. @ CATCH CONCRETE WALKWAYS, CONCRETE CURBS, BUILDINGS AND OTHER PROJECT ENGINEER OR WHERE AREAS OF OSSINING, NY 10562 BASIN 3. PROVIDE 12" PREMOLDED EXPANSION JOINT AND SEALANT WHEN CONCRETE PAVEMENT ABUTS CONCRETE CURB. STRUCTURES. GROUNDWATER ENCOUNTERED; UNDERDRAIN WHERE SHOWN ON PLANS 3. INTEGRAL CURB AND SIDEWALK TO BE INSTALLED WHEREVER CONNECT TO STORM DRAIN OR CONDITIONS OF GROUND WATER ARE CONCRETE CURB AND CONCRETE SIDEWALK ARE ADJACENT OBSERVED AND OR WHERE DIRECTED BY 4. MOUNTABLE CONCRETE CURBS TO BE NYSDOT MODEL M150, 9" WIDE, 2" VERTICAL, 6" EXPOSED REVEAL HEIGHT, 18" TOTAL HEIGHT. THE ENGINEER. TO BE CONNECTED TO INCLUDING AT ACCESSIBLE RAMPS (WHERE CURB WOULD BE FLUSH WITH GRADE PER PEDESTRIAN RAMP DETAILS). PLANNER, CIVIL ENGINEER, LANDSCAPE THE STORM DRAIN SYSTEM. ARCHITECT DTS PROVIDENT  ASPHALT PAVEMENT - LIGHT/HEAVY DUTY SAWCUT PAVEMENT KEY-IN CONCRETE CURB CONCRETE SIDEWALK WITH INTEGRAL CURB Intelligent 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 NOTE: FOR ALL SIDEWALKS AND RAMPS, P: 914.428.0010 SEE NYS DOT SHEET NUMBER 608-01 "SIDEWALK CURB RAMP F: 914.428.0017 DETAILS (TOTAL OF 9 SHEETS)" EFFECTIVE DATE 05/01/16. NON-PAVED ARCHITECT - PARCEL 3 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES EVERY 5 LINEAR 12" STRIPING (TYP.) SURFACE FEET FOR 5' WIDE WALKWAYS OR EVERY 6 LINEAR FEET FOR 6' @ 2' SPACING 2'-0" (TYP.) BEATTY HARVEY COCO ARCHITECTS WIDE WALKWAYS OR AS SHOWN ON PLANS DETECTABLE WARNINGS TO EXTEND 1300 WALT WHITMAN ROAD 4000 PSI CONCRETE 4000 PSI CLASS A CONCRETE WITH 6'-0" FULL WIDTH OF RAMPS. MELVILLE, NY 11747 HERCULITE CAST-IN-PLACE REPLACEABLE 12" LIGHT BROOM FINISH. NON-PAVED 2% (TYP.) DETECTABLE WARNINGS TO EXTEND TILES AS MANUFACTURED BY ARMOR-TILE EDGE OF SURFACE 6" X 6" - W2.0 X W2.0 WELDED WIRE PAVEMENT WALKWAY 1:13 MAX WALKWAY FULL WIDTH OF RAMPS. 1-800-682-2525 OR APPROVED EQUAL; LAND USE ATTORNEY RAMP 7.5% MAX 6'-0" 1:13 MAX HERCULITE CAST-IN-PLACE REPLACEABLE 24" X 60" TILES; DARK GRAY COLOR; MESH (2" MIN. COVER) TILES AS MANUFACTURED BY 6'-0" MIN. ARMOR-TILE ALIGN DOMES IN SQUARE GRID IN ZARIN & STEINMETZ BEDDING COURSE (SEE SOILS 1-800-682-2525 OR APPROVED EQUAL; PRIMARY DIRECTION OF TRAVEL. 81 MAIN STREET 7'-0" JOINT DETAIL 24" X 60" TILES; DARK GRAY COLOR; ALL ADA DETECTABLE TACTILE DOMES 24" MATERIALS NOTES DETAIL) ALIGN DOMES IN SQUARE GRID IN COMPACTED SUBGRADE PRIMARY DIRECTION OF TRAVEL. SHALL BE "MADE IN THE USA" AND BE RED WHITE PLAINS, NY 10601 ALL ADA DETECTABLE TACTILE DOMES IN COLOR. JOINT SEALANT 1/2 " 7'-0" 5'-0" 7'-0" SHALL BE "MADE IN THE USA" AND BE 2 1/2" TYP. 24" RED IN COLOR. SURVEYOR 6" UNLESS SHOWN 1/2" 12" OTHERWISE ON PLANS PLAN CONCRETE CURB GRADE BREAK AT BOTTOM OF RAMP DANIEL T. MERRITTS, PLS X X X X X 12" 12" 1'-0" (TYP.) 394 BEDFORD ROAD 5" 1'-0" (TYP.) (TRANSVERSE LINES) CONCRETE DROP CURB PLEASANTVILLE, NY 10570 5" TOP OF CURB COMBINED NOTES: 1/2" JOINT BOTTOM OF CURB 1. ALL CONCRETE WALKS AND 2'-0" ROADWAY WETLAND CONSULTANT DOWEL BAR TYPE LS TYP. RAMPS SHALL BE 4000 PSI PLAN VIEW TIM MILLER ASSOCIATES, INC. 6" 1/2" EXPANSION ELEVATION CONCRETE. JOINT DETECTABLE WARNING DETAILS 2. SEE CONCRETE WALK DETAIL(S) 10 NORTH STREET RAMP WITHIN WALKWAY FOR ADDITIONAL INFORMATION. FLUSH PAVEMENT OR CURB COLD SPRING, NY 10516 1.6"-2.4" STRUCTURE NOTES: FLUSH TOP DIAMETER 50-65% (BEYOND) 1. ALL CROSSWALK MARKINGS SHALL BE WHITE AND RETROREFLECTIVE REQUIREMENTS OF THE BASE DIAMETER TOP OF CURB BOTTOM OF CURB 2. CROSSWALK SHALL MEET NYSDOT STANDARD SPECIFICATIONS BASE DIAMETER 0.2" A ROAD CURB RAMP 0.9"-1.4" ROAD CURB RAMP ELEVATION NOTES: .65" min. NOTES: 1.6"-2.4" UNDERDRAIN WHERE CONDITIONS OF 1. ALL CONCRETE WALKS AND 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 20' O.C. GROUND WATER ARE OBSERVED AND/OR RAMPS SHALL BE 4000 PSI PLAN VIEW ELEVATION - ENLARGED FOR 5' WIDE WALKWAYS AND 24' O.C. FOR 6' WIDE WALKWAYS. SECTION A WHERE DIRECTED BY THE ENGINEER. TO CONCRETE. 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE BE CONNECTED TO THE STORM DRAIN NOTE: WALKWAYS AND CONCRETE CURBS AND STRUCTURES. 2. SEE CONCRETE WALK DETAIL(S) ALL ADA DETECTABLE TACTILE DOMES SHALL BE SYSTEM SECTION A FOR ADDITIONAL INFORMATION. "MADE IN THE USA" AND BE RED IN COLOR CONCRETE PAVEMENT (SIDEWALK) PEDESTRIAN CROSSWALK CURB RAMP CURB RAMP 5 6 7 8 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NO. DESCRIPTION IMAGE MUTCD NO. SIZE 1 NO PARKING 1 3 2 SIGN #R7-1 2 SIGN 1 SIGN POSTS TO BE STOP R1-1C 30"X30" PUNCHED FULL LENGTH PANEL SIGN WITH NEW YORK WITH 38" DIAM. HOLES, Z-BAR STATE SYMBOL OF 1" ON CENTER, WITH STRINGER PLASTIC ACCESSIBILITY, MUTCD 2 PAVED WALKWAY PEDESTRIAN FIRST HOLE 1" FROM TOP WASHER #R7-8 ABOVE "VAN W11A-2 30"X30" 5 RAMP DOWN RAMP DOWN CROSSING 1'-16 " ACCESSIBLE" SIGN #R7-8A 7.5% MAX TYP. EACH ACCESSIBLE 7.5% MAX SIGN PARKING SPACE DOWNWARD POST 3 PER DIAGONAL ARROW W16-7P 24"X12" 3'-21 " STANDARD 7'-0" 7'-0" CURB (PLAQUE) FLUSH SHEET RESERVED DESIGN MOMENT: 1750 FT*LBS PARKING PLAN BEND BOLTS STEEL 4 (1'-78" - 3 LB/FT 16" - 4 LB/FT RESERVED PARKING/ 12"X18" & OR BLUR THREADS BOLT SIGN POST) BASE POST R7-8 + R7-8P VAN ACCESSIBLE 12"X6" THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY VAN SIGN PANEL CONNECTION PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ACCESSIBLE 1-800-962-7962 OR 811 NO 5 1'-15 PARKING NO PARKING ANY TIME ANY TIME R7-1 12"X18" DO NOT CENTROID OF SIGN 6 DO NOT ENTER ENTER R5-1 30"X30" SIGN ASSEMBLY 4" WIDE BLUE POST 4" ALLOW. PROTRUSION STRIPING (TYP) AT RESERVED ABOVE GROUND SURFACE SIGN POST SIGNS SHALL BE MIN. 7'-0" 7 PARKING 45° ANGLE, 2' O.C. ELECTRIC VEHICLE 3 LB/FT N/A 12"X18" 18'-0" CLEAR TO THE BOTTOM OF PARKING ELECTRIC VEHICLE CHARGING ONLY RIB-BAK SIGN; ACCESSIBLE SIGN 7'-0" MIN. LOCKNUT HEIGHT SHALL BE A MIN. OF 70 NO NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED SQUARE INCHES. 8 NO PARKING FIRE LANE PARKING FIRE LANE N/A 12"X18" 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 2' SYMBOL OF NEW YORK STATE WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 3'-0" ACCESSIBLE PARKING - SHEAR WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED BLUE ON WHITE BACKGROUND MARION PIN MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL NOTES: MINUTE MAN DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF BASE POST ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS CHANNEL SET REFLECTIVE TRAFFIC SAFETY PANELS IN ALL BREAKAWAY 4 LB/FT SHOWN BY THESE DRAWINGS. 3'-0" PEDESTRIAN CROSSING AND STOP SIGN POSTS PER SYSTEM RIB-BAK EMBEDMENT BASE LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW MANUFACTURER'S INSTALLATION INSTRUCTIONS, REFLECTIVE 38" MIN. ELEVATION YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS YELLOW PANEL FOR PEDESTRIAN CROSSING SIGNS; POST MARION MINUTE MAN CONNECTION DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION REFLECTIVE RED PANEL FOR STOP SIGNS 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 9'-0" 8'-0" MIN. 9'-0" Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. ACCESSIBLE PARKING WITH CURB RAMP SIGN SCHEDULE AND TRAFFIC SIGN POST NOT FOR CONSTRUCTION 10 11 12 SCALE: N.T.S. SCALE: N.T.S. 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 - SITE AND UTILITY DETAILS 9 13 14 15 SP-6.1 Page 96 B 2.1 SOIL MATERIALS (SEE SPECIFICATIONS FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) END SECTION RIPRAP PAD SIZING (TYP) 4'-0" A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. La = LENGTH OF RIP RAP PAD PAVEMENT B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE (SEE DETAIL 3/DWG SP-4.1) d = PIPE DIAMETER GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER w = 3*D + LA A A DELETERIOUS MATTER. COMPACTED GRANULAR SUBBASE (SEE DETAIL 4/DWG. SP-4.1) La = 10' C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A d= 1.25' EVERGREEN MANOR COMBINATION OF THESE GROUPS. C.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME TOPSOIL OR REINFORCED TURF w= 13.75, BUILD AS 14.00' OF COMPACTION PITCH AS SHOWN ON PLANS (SEE DETAIL 3/DWG /SP-4.1) D. SUBBASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR 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 PITCH AS SHOWN ON PLANS Town of Cortlandt, New York B (0.075-MM) SIEVE. PLAN E. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; NYSDOT ITEM 304.11. RECYCLED MATERIAL (BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, MIN. COVER TOP OF CASTING LEVEL CEMENT CONCRETE, OR OTHER MATERIALS) MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. WITH TOP OF CURB GEOTEXTILE FABRIC ENCIRCLING 2'-0" F. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR STONE SURROUND MIRAFI 140 N 6" 4'-0" CONC. CURB 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" DIAMETER PERFORATED SDR-35 (0.075-MM) SIEVE. PVC PIPE CENTERED IN 6" OF CRUSHED STONE; SLOPE TO DRAIN 2 COURSES MASONRY BRICK G. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR (AS PER PLAN OR DIRECTED BY FOR LEVELING PURPOSES 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. PAVEMENT THE TOWN ENGINEER) PAINTED AREA PLASTIC COATED STEEL STEPS H. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; INVERT CONFORMING TO NYSDOT 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. 12" x 12" - DRAINAGE SECTION 725-02 MATERIAL OWNER / APPLICANT 12" 6" I. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND; ASTM D 448; OUTLET PIPE 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. V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD SUMP J. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING SIZE 1; WITH 100 PERCENT 18" PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" (37.5-MM) SIEVE. NOTE: OSSINING, NY 10562 INSTALL WHERE SHOWN ON THE PLANS OR AS DIRECTED BY THE TOWN ENGINEER K. SAND: ASTM C 33; FINE AGGREGATE. 12" BEDDING COURSE 6" 3'-0" 6" #4 BARS L. IMPERVIOUS FILL: CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. (COMPACTED CRUSHED STONE BASE) 8" O.C. BOTHWAYS PLANNER, CIVIL ENGINEER, LANDSCAPE M. TOPSOIL: SEE SPECIFICATION. UNDISTURBED SUBGRADE MATERIALS ARCHITECT SECTION A-A SCALE: N.T.S. DTS PROVIDENT  SOIL MATERIAL UNDER DRAIN RIPRAP OUTLET PROTECTION/ENERGY DISSIPATOR Intelligent Land Use 2 3 4 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 FRAME AND GRATE PATTERN NO. 2540 One North Broadway FOR CATCH BASIN AS MANUFACTURED White Plains, NY 10601 BY CAMPBELL FOUNDRY, HARRISON, NEW JERSEY OR APPROVED EQUAL 3'-8" YD P: 914.428.0010 SEE PLAN FOR RIM ELEVATION) CASTING AND COVER SHALL BE EQUAL TO PATTERN 4'-2" DI NO. 1012B AS MANUFACTURED BY CAMPBELL F: 914.428.0017 2 COURSES MASONRY BRICK 3'-0" YD FOUNDRY CO. HARRISON, N.J. OR APPROVED EQUAL 4" FOR LEVELING PURPOSES 3'-6" DI TOP OF CASTING = AND STAMPED "DRAIN" ARCHITECT - PARCEL 3 6" FINISH GRADE PRECAST REINFORCED CONCRETE PAVEMENT CONTAINING 4,500 PSI CONCRETE 2 COURSES OF BRICK BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD 6" 2' - 11" 8" #4 BARS 12" O.C. 8" MELVILLE, NY 11747 2'-0" YD 3'-0" YD 2'-6" DI 3'-6" DI AREA OF CIRCUMFERENTIAL 3'-0" DIA. BOTHWAYS STEEL 12" SQ. IN / LIN. FT. S.W.D. PLASTIC COATED STEEL 6" LAND USE ATTORNEY 6" 6" STEPS CONFORMING TO 6" NYSDOT SECTION 725-02 ZARIN & STEINMETZ OUTLET 12" PIPE PAVEMENT OR TOPSOIL, SEE PLANS PRECAST CONCRETE RISER 81 MAIN STREET SECTION AS NEEDED WHITE PLAINS, NY 10601 4" SUMP WITH GRAVEL PLAN HEAVY DUTY POCKET FRAME AND GRATE AS 12" BEDDING COURSE (COMPACTED CRUSHED OUTLET PIPE MANUFACTURED BY SEE DTL. "A" SURVEYOR CAMPBELL FOUNDRY CAT. 6" 2'-6" 6" STONE BASE) DANIEL T. MERRITTS, PLS 4'-0" MIN., SANITARY SEWER NO. 2129B YD / 2816 DI SELF SEALING 2'-0" MIN., STORM DRAIN 4'-6" MIN., WATER MAIN 4 21" DI 4" YD (H-20 LOADING) UNDISTURBED MATERIALS 4'-0" DIA. MIN. 5" RUBBER GASKET 394 BEDFORD ROAD (TWO PROJECTIONS) DETAIL "A" ASTM C44360T PLEASANTVILLE, NY 10570 12" MIN. VARIES SUMP 18" TO 48" PIPE SECTION B-B WETLAND CONSULTANT VARIES PIPE COVER 6" MINIMUM TOWN OF CORTLANDT CATCH BASIN STANDARD NOTES: 2 COURSES OF BRICK FOR TIM MILLER ASSOCIATES, INC. 8" A. PRE-CAST WITH MINIMUM INSIDE DIMENSION OF 48” WIDTH AND 30” SUITABLE FOR A CAMPBELL FOUNDRY HEAVY DUTY 7" BICYCLE SAFE / ADA ACCESSIBLE GRATE (CURB 2617 OR 3407) FINAL ADJUSTMENT PIPE O.D. PIPE PIPE O.D. PRECAST CONCRETE 10 NORTH STREET 12" CRUSHED STONE 6" PRECAST CONCRETE BASE RISER SECTION COLD SPRING, NY 10516 6" YD B. NO MORE THAN 2 COURSES OF SEWER GRADE BRICK AND MORTAR 18"DI (12" MIN.) (12" MIN.) MIN. (TYP.) 0.D. BEDDING COURSE C. COMPRESSIVE STRENGTH OF ALL CONCRETE STRUCTURES SHALL BE NO LESS THAN 4000 PSI AND HAVING AN AIR 12" COMPACTED CRUSHED " STL. REINF. RODS AT ENTRAINMENT OF 5% MINIMUM. MINIMUM LOADING SHALL BE AASHTO HS-20 WITH H-25 PROPOSED TO MEET THE 4" 4" UNDISTURBED SUBGRADE STONE (BEDDING COURSE) 8" O.C. BOTH WAYS REQUIREMENTS OF A 75,000-POUND FIRE TRUCK AND SIMILAR HEAVY VEHICLES. 6' DIA. MATERIAL D. MINIMUM DRAINAGE SIZE 15” HDPE PIPE. UNDISTURBED SUBGRADE MATERIALS 8" E. BACKFILL / BEDDING (6” ABOVE PIPE) VIRGIN ITEM-4, MEETING NYSDOT MATERIAL SPECIFICATION AND GRADATION NOTE: NOTE: REQUIREMENTS. INSITU MATERIAL MAY BE USED AS BACKFILL ABOVE BEDDING AND BELOW FULL DEPTH PAVEMENT. 1. ALL STRUCTURES TO SUPPORT H20 LOADING 6" SQ. 1. ALL STRUCTURES TO SUPPORT H20 LOADING F. ALL STRUCTURES TO BE DEDICATED TO THE TOWN OF CORTLANDT SHALL HAVE A 12-INCH BEDDING LAYER. SECTION 2. CONCRETE SHALL BE A MINIMUM 4,500 PSI 2. CONTRACTOR TO SUBMIT FABRICATION SHOP H. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR APPROVAL 3. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS DRAWINGS FOR APPROVAL FOR APPROVAL PIPE BEDDING IMPORTED BEDDING 6" MINIMUM UNDISTURBED GROUND / VIRGIN SOIL COURSE MATERIAL STORM / SEWER / WATER PIPES CATCH BASIN CURB TYPE (CB) DRAIN INLET (DI) / YARD DRAIN (YD) STORMWATER PRECAST MANHOLE 1 5 6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. VINYL COATED CHAIN LINK LOCKING MECHANISM PROVIDED FOR GATES WITH PRIVACY SLATS OPEN & CLOSED POSITIONS (TYP) & EXPANSION JOINTS VINYL COATED CHAIN LINK NOTE: 6'-0" MINIMUM GATES WITH PRIVACY SLATS PROVIDE FENCE AND GATE SHOP & EXPANSION JOINTS DRAWINGS TO ENGINEER FOR TOWN NOTES: ±9" CURB LINE APPROVAL PRIOR TO FABRICATION. 1. WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. INSTALL PER MANUFACTURER 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER SPECIFICATIONS LANDSCAPED AREAS (TYP.) 3. BACKFILL WITH 90PSI FLOWABLE CONCRETE IN TOWN R.O.W. (K-CRETE) 4. K-CRETE BACKFILL SHALL BE USED IN ALL TRENCHING (SANITARY SEWER AND WATER MAIN) LOCATED WITHIN THE EXISTING CLEAR PAVEMENT. PRIOR TO THE PLACEMENT OF THE K-CRETE BACKFILL, THE PIPE SHALL BE SURROUNDED WITH A MINIMUM OF 12-INCHES OF NYSDOT ITEM 304.05 OR CLEAN SAND AS DIRECTED BY THE UTILITY OWNER. THE REMAINDER OF THE TRENCH (UP TO THE BOTTOM THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY OF PAVEMENT SECTION) SHALL THEN CONSIST OF K-CRETE. DEPTH (SEE PLAN) STRUCTURAL CONCRETE PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. STRUCTURAL CONCRETE MAT SLAB 5. REFER ALSO TO DETAIL 5, DWG. SP-4.1 (SAW-CUT PAVEMENT KEY-IN) FOR TRENCHING WITHIN EXISTING PAVEMENT. 1-800-962-7962 OR 811 6'H CHAIN LINK MAT SLAB CLEAR 6. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. FENCE WITH 7. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM PRIVACY SLATS FRONT ELEVATION 304.14 OR ¾" WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6- INCH LIFTS. 6" DIA CONCRETE 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. FILLED STEEL BOLLARDS OF PIPE, AND PIPE SHALL BE IN CENTER OF THE TRENCH. REINFORCED CONCRETE 6'H CHAIN LINK FENCE WITH PRIVACY SLATS 9. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. LOADING AREA PAD BOLLARD 10. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING (TYP.) OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR 4000 PSI CONCRETE PAD SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. 11. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. FOR FINISHED GRADE 12. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. LENGTH (SEE PLAN) 13. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM SEE DRAWINGS NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 304.14 OR ¾” WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6-INCHLIFTS. BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 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. DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE PLAN VIEW OF PIPE, AND PIPE SHALL BE IN CENTER OF THE TRENCH. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 15. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A NOTES: PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 8" 1. ALL POSTS, RAILS, AND ACCESSORIES SHALL BE POWDER COATED; COLOR TO MATCH MESH COLOR. 16. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 8" 2. TERMINAL POSTS SHALL CONSIST OF END, CORNER, ANGLE AND PULL POSTS. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 6" X 6" 12" 3. FABRIC SHALL BE INSTALLED ON THE OUTSIDE. AGGREGATE SUBBASE SHOWN BY THESE DRAWINGS. 4. REFUSE AREA ENCLOSURE: FOR ALL FENCES AND GATES, PROVIDE PVC 'LOCK TOP' PRIVACY SLATS W4.0 X W4.0 WWF (WITHOUT WINGS) IN REDWOOD COLOR AS PROVIDED BY HOOVER FENCE CO. 1-800-355-2335 OR APPROVED COMPACTED LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 12" SUBGRADE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS APPROVED EQUAL DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 5. SUBMIT SHOP DRAWINGS TO PROJECT ENGINEER FOR APPROVAL PRIOR TO FABRICATION. PROFILE VIEW 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. REFUSE ENCLOSURESCALE: TRENCH DETAIL (STORM / SEWER / WATER) NOT FOR CONSTRUCTION 7 8 N.T.S. SCALE: N.T.S. 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 - SITE DETAILS SP-6.2 Page 97 PIPE REMOVED FROM SERVICE WATER LINE WATER MAIN NOTES: 1. ALL PIPE SUPPLIED IS UNITED PIPE AND FOUNDRY “TYTON JOINT” WITH PUSH ON RUBBER GASKETS ENCASE IN BLOCK DIMENSIONS THRUST BLOCK WITH TWO (2) BRONZE WEDGES PER JOINT, DOUBLE CEMENT LINED CLASS 54 DUCTILE IRON PIPE C 3,500 PSI CONC. PIPE WITH A PRESSURE RATING OF 350 PSI; CONC. CONC. 3,500 PSI CONC. 18" MIN. 2' MIN. D.I.P. BEND DIA. BEND A (FT.) B (FT.) C (FT.) (CF) (CY) 2. ALL FITTINGS SHALL BE FULL BODY, MECHANICAL JOINT WITH RETAINER GLANDS, DOUBLE CEMENT (IN.) NO CONC. SHALL BE BLOCK DIMENSIONS SEWER OR LINED, DUCTILE IRON PIPE AS MANUFACTURED BY UNITED STATES PIPE AND FOUNDRY COMPANY, BRANCH DRAIN LINE 90 10.9 6.0 2.0 130.8 4.9 POURED AGAINST JOINTS CONC. CONC. MADE IN THE U.S.A. OR APPROVED EQUAL. SIZE A (FT.) B (FT.) C (FT.) 3. THE PIPE AND FITTINGS SHALL BE CEMENT MORTAR LINED TO TWICE THE STANDARD THICKNESS IN 'B' 45 7.9 4.5 2.0 71.1 2.7 (CF) (CY) EVERGREEN MANOR UNDISTURBED (IN.) 'B'/2 16 22 21 6.0 3.0 2.0 36.0 1.3 TRENCH WALL 6 2.0 2.0 14.8 0.5 10' MIN. 10' MIN. ACCORDANCE WITH ANSI A21.4 (AWWA C104) EXCEPT AS NOTED. 3.7 C 11 41 3.6 2.5 2.0 18.0 0.7 DEFLECTION OF PIPE AS PER 4. ALL CHANGES IN PIPE DIRECTIONS, REQUIRING FITTINGS BOTH VERTICAL AND HORIZONTAL, SHALL SECTION VIEW 8 5.0 2.5 2.0 25.0 0.9 MANUFACTURER'S RECOMMENDATIONS BE SECURED WITH RETAINER GLANDS AND THRUST BLOCKED WITH CONCRETE AGAINST 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 UNDISTURBED EARTH. Town of Cortlandt, New York 12 5. ALL BENDS, TEES AND SOLID SLEEVES SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, 22 21 4.2 2.5 2.0 21.0 0.8 12 6.7 4.0 2.0 61.6 2.3 PRESSURE CLASS 350, DUCTILE IRON AS MANUFACTURED BY UNITED STATES PIPE AND FOUNDRY 11 41 2.6 2.0 2.0 10.4 0.4 16 10.3 4.5 2.0 92.7 3.4 20' MIN. COMPANY OR APPROVED EQUAL. SOLID SLEEVES SHALL BE A MINIMUM 12” IN LENGTH. 90 6.7 4.0 2.0 53.6 2.0 6. ALL FITTINGS SHALL CONFORM TO THE FOLLOWING OR LATEST SPECIFICATIONS: 45 5.8 2.5 2.0 29.0 1.1 DUCTILE IRON FITTINGS: ANSI/AWWA C110/A21.10 10 22 21 3.7 2.0 2.0 14.8 0.5 ANSI/AWWA/C104/A21.04 8" MIN. PLAN VIEW 11 41 2.5 1.5 2.0 7.5 0.3 90 5.1 3.5 2.0 35.7 1.3 FITTING JOINTS: ANSI/AWWA C111/A21.11 18" MIN. 45 3.8 2.5 2.0 19.0 0.7 SANITARY SEWER OR 2' MIN. 8 WATER LINE 7. GATE VALVES SHALL BE MUELLER IRON BODY, NON-RISING STEM CONVENTIONAL PACKING, 22 21 3.3 1.5 2.0 9.9 0.4 A STORM DRAIN C 11 41 5.0 0.2 (PRESSURE PIPE) RESILIENT SEATED, MECHANICAL JOINT WITH RETAINER GLANDS, PRESSURE CLASS 350, OPENING 2.5 1.0 2.0 THRUST BLOCK AT CAP 10' MIN. 10' MIN. LEFT (CCW) AND OPERATION SHALL BE BY 2” SQUARE WRENCH NUT. ALL GATE VALVES SHALL 90 4.1 2.5 2.0 20.5 0.8 'A' 2.8 2.0 2.0 11.2 0.4 CONFORM TO THE LATEST SPECIFICATIONS OF ANSI/AWWA C509. OWNER / APPLICANT 8. ALL VALVE BOXES SHALL BE MADE IN THE USA AND SHALL CONFORM TO THE LATEST B 45 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 SPECIFICATIONS OF ASTM A-48. VALVE BOXES SHALL BE MANUFACTURED BY TYLER UNION, MODEL 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 6855 SLIP TYPE, CAST IRON – 2 PIECES WITH AN EXTENSION HEIGHT BETWEEN 39”-60”. LIDS SHALL 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 BE MARKED “WATER”. SECTION VIEW (IN.) (CF) (CY) OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. OSSINING, NY 10562 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 9. RETAINER GLANDS ARE “MEGALUG” SERIES 1100 MECHANICAL JOINT RESTRAINT FOR DUCTILE IRON (BACK OF THRUST BLOCK) 90 12.0 8.3 6.3 313.7 11.5 POINT OF CROSSING. SEWER PIPE SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK-JOINT PRESSURE PIPE. PIPE AS MANUFACTURED BY EBAA IRON, INC. THEY SHALL BE CONSTRUCTED OF ASTM A536 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 DUCTILE IRON AND APPROVED FOR USE ON POTABLE WATER PIPE LINES SUBJECT TO HYDROSTATIC 16 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. PRESSURE AND TESTED IN ACCORDANCE WITH EITHER AWWA C600 OR ASTM D2774. PLANNER, CIVIL ENGINEER, LANDSCAPE THRUST BLOCK AT HORIZONTAL BEND 11 41 9.0 4.5 3.0 60.8 2.3 10. THRUST BLOCKS SHALL HAVE A COMPRESSIVE STRENGTH OF FC = 3,500 PSI (MINIMUM) AT 28 DAYS ARCHITECT 90 10.0 6.5 5.5 178.8 6.6 AND SHALL BE FORMED AND POURED AGAINST UNDISTURBED EARTH. 11. AFTER THE TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, CONSISTING OF A 12 45 22 21 9.5 9.0 6.5 5.0 4.3 3.0 132.8 67.5 4.9 2.5 PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED ON ALL SECTIONS OF WATER MAINS DTS PROVIDENT  TITLE TITLE CROSSING OF WATER LINE AND STORM / SANITARY SEWER INSTALLED. LEAKAGE TEST 2000 FT (MAX.). Intelligent Land Use 11 41 8.0 4.5 3.0 54.0 2.0 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 12. AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF COMPLIANCE SHALL BE 90 11.0 6.25 3.75 128.9 4.8 DTS Provident Design Engineering, LLP CA #: 0017846 EYEBOLTS SET 45 10.0 5.0 3.75 93.8 3.5 FORWARDED TO THE OWNER/ENGINEER AND THE MUNICIPALITY PRIOR TO ACCEPTANCE. One North Broadway BLOCK DIMENSIONS BRANCH IN CONCRETE 10 13. ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE CONTRACTOR AT THE White Plains, NY 10601 CONC. CONC. 22 21 8.0 4.5 3.0 54.0 2.0 POUR THRUST BLOCK SIZE A (FT.) B (FT.) C (FT.) ANCHOR RODS HYDRANT SHALL BE CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF WATER WHICH THE CONTRACTOR (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.) NOTE: "MUELLER" SUPER CENTURION 350 PROPOSES TO USE IN TESTING LINES SHALL BE ACCEPTABLE TO THE DEPARTMENT OF TECHNICAL F: 914.428.0017 90 9.5 4.5 4.0 85.5 3.2 MODEL #A423HP, WITH SAFETY SERVICES. 6 3.7 2.0 2.0 14.8 0.5 1. PUMPER OUTLET SHALL FACE STREET; 2'-6" MAX. 'A' 45 9.5 4.0 3.3 62.7 2.3 HOSE OUTLETS SHALL BE PARALLEL TO BREAKAWAY FLANGE, 3-WAY, OPENING 1'-6" MIN. 14. HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS PARTIALLY BACKFILLED 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 STREET. LEFT (CCW). THE PUMPER NOZZLE/MAIN TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM SHALL BE BASED ON HYDROSTATIC TESTS ARCHITECT - PARCEL 3 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 RUN ON FINISHED SYSTEM AFTER IT HAS BEEN COMPLETELY BACKFILLED. BEATTY HARVEY COCO ARCHITECTS 2' MIN. CHECKED IN TWO DIRECTIONS, 90^ NOZZLES SHALL BE 2 21". APART. 15. FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND MAINTAINED AT 1.5 TIMES THE 1300 WALT WHITMAN ROAD C 4.5 54.0 B 12 6.7 4.0 2.0 61.6 2.3 90 8.0 3.3 2.0 3. RODDING SHALL CONSIST OF TWO 43" WORKING PRESSURE TO A MINIMUM OF 225 POUNDS PER SQUARE INCH AND CORRECTED TO THE 16 10.3 4.5 2.0 92.7 3.4 A 45 8.0 4.5 3.3 54.0 2.0 THREADED RODS CAREFULLY COATED ELEVATION OF THE GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR TRAPPED AT HIGH POINTS MELVILLE, NY 11747 6 EDGE OF 22 21 8.0 4.5 3.0 54.0 2.0 WITH BITUMASTIC PAINT. RODDING PAVEMENT OR CURB IN THE SYSTEM THROUGH ADJACENT HYDRANTS OR THROUGH TAPS AND CORPORATION STOPS FINISHED GRADE MAY BE OMITTED BETWEEN THE MAIN MIN. 2 CY OF 11 41 8.0 4.5 3.0 54.0 2.0 AND LATERAL VALVE ONLY WHERE A WHEN DIRECTED INSTALLED FOR THIS PURPOSE BY THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN MAINTAINED LAND USE ATTORNEY CONC. THRUST TAPPING VALVE OR HYDRANT VALVE DRAIN HOLES SUCCESSFULLY FOR A PERIOD OF AT LEAST TWO HOURS, AND NO LEAKAGE HAS BEEN OBSERVED, BLOCK GRAVITY BLOCKS ANCHORING TEE IS USED. TO BE PLUGGED THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE PASSED THE PRESSURE TEST. ZARIN & STEINMETZ 3,500 PSI CONC. NOTES: VERTICAL UP SPLIT COLLAR W/ 34" 4. 1 12" STONE SHALL BE PLACED AROUND IN AREAS OF 16. IF LEAKAGE IN SYSTEM IS OBSERVED, THE CONTRACTOR SHALL, AT NO ADDED COST TO THE OWNER, 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 THE HYDRANT FROM THE BOTTOM OF LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND RE-TEST PIPING SYSTEM. WHITE PLAINS, NY 10601 PLAN VIEW DUCTILE IRON PIPE AND FITTINGS, AWWA MANUAL M41 THREADED RODS W/ CONCRETE PER INSTALLATION. (SEE NOTE 5) VALVE BOX TO BE D.I.P. TEE THE TRENCH, BUT AT LEAST 6" BELOW SECOND EDITION - DUCTILE IRON PIPE RESEARCH ANCHOR RODS WASHERS AND NUTS THE BASE OF THE HYDRANT TO 6" MUELLER CAT. NO. 2380 17. MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPE SHALL BE 18 INCHES AS ANCHOR BOLTS IMBEDDED REFER TO "GRAVITY BLOCK RESTRAINT INSTALLATION DETAIL". 2 LAYERS OF TARPAPER THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. (SEE SCHEDULE BELOW) IN THE THRUST BLOCK (AS ABOVE THE WASTE OPENING AND TO A OR APPROVED EQUAL MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OF CROSSING. ONE FULL STANDARD SURVEYOR OVER 1 21" STONE 2. CALCULATIONS APPLY A 1.5 SAFETY FACTOR. PART OF THRUST BLOCK REFER TO "THRUST BLOCK NOTES" FOR INSTALLATION DISTANCE OF 12" AROUND THE ELBOW. RODDING BETWEEN LAYING LENGTH OF WATER MAIN SHALL BE CENTERED UNDER OR OVER THE SEWER SO THAT BOTH 3. CALCULATIONS BASED UPON MINIMUM PRESSURE CLASS 5. HYDRANTS WITH PLUGGED DRAINS OF PIPE WITH STANDARD CEMENT-MORTAR LINING. ITEM) REQUIREMENTS WHERE APPLICABLE. SHALL HAVE A 3" BLACK CIRCLE PAINTED STONE, CONCRETE TEE AND VALVE JOINTS WILL BE AS FAR FROM THE SEWER LINE AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN DANIEL T. MERRITTS, PLS AND BETWEEN PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SELECT FILL) SHALL BE 4. CALCULATIONS BASED UPON A SOIL BEARING PRESSURE EYEBOLTS SET ANCHOR SCHEDULE FOR GRAVITY BLOCKS DIRECTLY UNDER THE PUMPER OUTLET. OR CONCRETE BLOCK, MINIMUM 6" THICK VALVE AND HYDRANT 394 BEDFORD ROAD OF 1,000 LBS. PER SQUARE FOOT. IN CONCRETE 6. HYDRANT DRAINS TO BE PLUGGED AND 12" SQUARE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE PLEASANTVILLE, NY 10570 C 5. CALCULATIONS BASED UPON A 130 PSI TEST PRESSURE, PIPE DIAMETER RODS MIN. EMBEDMENT LENGTH WHERE THE WATER TABLE IS WITHIN 7' (SEE NOTE 3) SEWER PIPE ON THE WATER MAIN. MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL MIN. 2 CY OF B 2' MIN. MAXIMUM OF FINISHED GRADE. WHEN THE DRAINS THRUST BLOCK CONC. THRUST 3 - #4 4,000 PSI CONCRETE WATER MAINS AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET 6. DIMENSIONS ESTABLISHED BASED UPON TRUNCATED TRIANGULAR SHAPED THRUST BLOCK GEOMETRY BLOCK 16" 12" 3 - #4 24" 18" ARE PLUGGED, THE BARRELS MUST BE PUMPED DRY AFTER USE DURING OR STONE ANCHORAGE MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. WETLAND CONSULTANT 6" 2 - #5 12" AGAINST 7. ALL CONCRETE SHALL BE A MINIMUM 3,500 PSI OR A EDGE OF TRENCH FREEZING WEATHER. WHERE HYDRANT UNDISTURBED EARTH 18. ALL WATER MAINS SHALL HAVE A MINIMUM OF FOUR FEET OF COVER FROM THE TOP OF THE MAIN TIM MILLER ASSOCIATES, INC. 'B' 8" 2 - #5 12" GREATER AT 28 DAYS DRAINS ARE NOT PLUGGED, A GRAVEL TO FINISHED GRADE. THE CONTRACTOR SHALL CHECK ALL FINISHED GRADE STAKES BEFORE 'B'/2 8. ALL THRUST BLOCKS SHALL BE POURED AGAINST NOTE: POCKET OR DRY WELL SHALL BE LIMITS OF TRENCHING TO ENSURE THAT ALL INSTALLED WATERMAINS WILL HAVE THE REQUIRED COVER. 10 NORTH STREET UNDISTURBED SOILS 1. ALL EMBEDDED RODS SHOULD HAVE STANDARD ACI PROVIDED UNLESS THE NATURAL SOILS 1 21 " STONE COLD SPRING, NY 10516 9. NO CONCRETE SHALL BE POURED AGAINST PIPE JOINTS HOOKS. WILL PROVIDE ADEQUATE DRAINAGE. FOR DRAINAGE. 6" 19. THE SUPPLIER OF WATER MUST RECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATION REQUESTING SECTION VIEW 10. THRUST BLOCK SHOWN ARE MINIMUM SIZES 2. IN SOME CASES, IT WILL BE NECESSARY TO INCREASE HYDRANT DRAINS SHALL NOT BE (SEE NOTE 4) SAMPLING SERVICES. SAMPLING WILL NOT BE PERFORMED PRIOR TO RECEIPT FROM A NEW YORK 11. THRUST BLOCK FOR 90 DEGREE BENDS SHALL ONLY BE THE MINIMUM DIMENSIONS SHOWN TO ATTAIN THE CONNECTED TO OR LOCATED WITHIN 10' STATE LICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT, OR LAND PERMITTED ON FJ TO FJ CONNECTIONS. MINIMUM CONCRETE VOLUMES. OF SANITARY SEWERS OR STORM NOTE: 12. ALL WORK TO CONFORM TO WESTCHESTER JOINT WATER VERTICAL DOWN DRAINS. SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE EDUCATION LAW) THRUST BLOCK AT TEE NO CONC. SHALL WORKS AND TOWN OF HARRISON STANDARDS AND THRUST BLOCK AT HORIZONTAL BEND 6" LATERAL CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, TESTING AND DISINFECTION PROCEDURES BE POURED SPECIFICATIONS. WERE COMPLETED IN ACCORDANCE WITH THE APPROVAL PLANS, REPORTS, SPECIFICATIONS AND AGAINST JOINTS ANY APPROVED AMENDMENTS. A NYSDOH CERTIFIED LABORATORY WILL COLLECT SAMPLES FOR FREE CHLORINE RESIDUAL, TOTAL AND FECAL COLIFORM AND 24-HOUR BACTERIAL PLATE COUNT. THE CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE WATER MAINTENANCE SUPERVISOR AS A CONDITION OF APPROVAL FOR OPERATION. 20. THE CONTRACTOR SHALL COORDINATE THE TESTING WITH THE WATER DEPARTMENT SO AS TO THRUST BLOCK HYDRANT SETTING MAINTAIN THE AMOUNT OF SERVICE INTERRUPTION TO EXISTING USERS TO THE LEAST EXTENT SCALE: N.T.S. 1 3 PRACTICABLE. WATER MAIN INSTALLATION AND TESTING SHALL BE PERFORMED UNDER THE SCALE: N.T.S. SUPERVISION OF THE PROJECT ENGINEER OR HIS DESIGNEE. 21. THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR DISINFECTING WATER TOP OF CASTING FINISH HEAVY DUTY CASTINGS AND COVERS MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DISINFECTION, THE WATER MAIN GRADE; SEE PLANS FOR MANUFACTURED BY CAMPBELL FOUNDRY CO. SHALL BE FLUSHED UNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO ELEVATION PATTERN NO. 1041B WITH LETTERING "SEWER" OR APPROVED EQUAL HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM. THE PROJECT ENGINEER OR HIS 2 COURSES OF BRICK UNDISTURBED DESIGNEE, AND TOWN OF CORTLANDT SHALL ALSO WITNESS DISINFECTION AND FLUSHING. 2-11" 12" SIDES OF 12" 3" CLEAR FROM UNDERSIDE LABEL CL TRENCH 12" 22. THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. OF COVER TO TOP OF CAP. 23. FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. 8" 3' - 0" 24. THE WATER LINE SHALL BE INSTALLED AT A CONTINUOUS GRADE WITH NO ABRUPT HIGH POINTS 8" 12" AREA OF CIRCUMFERENTIAL FINISHED GRADE CLEAN-OUT FRAME AND COVERS SHALL BE PIPE OR LOW POINTS. STEEL 12" SQ. IN / LIN. FT. PATTERN NO. 4153 OR AN APPROVED EQUAL 25. FINAL WATER DISTRIBUTION SYSTEM IS SUBJECT TO REVIEW, REVISION AND APPROVAL BY THE 6" (PAVEMENT AREAS) AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY. PLASTIC COATED STEEL (See notes Below). PIPE DEPARTMENT OF TECHNICAL SERVICES. 1' STEPS CONFORMING TO 26. THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE TOWN OF FINISHED GRADE NYSDOT SECTION 725-02 (NON-PAVEMENT AREAS) THREADED CAP CORTLANDT. 27. ALL WATER SERVICE CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE DEPARTMENT OF 12" SELF SEALING BUTYL RUBBER GASKET TECHNICAL SERVICES PRIOR TO BACKFILLING. BEDDING, PIPE ZONE, AND TRENCH BACKFILL TYP. (TWO PROJECTIONS) THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY MATERIAL SHALL BE COMPOSED OF CRUSHED STONE OR LIGHT GRAVEL HAVING A GRADATION PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ASTM C44360T CONCRETE ANCHOR 1-800-962-7962 OR 811 PRECAST CONCRETE RISER DETAIL "A" LIMIT OF 3/4" MINUS. AN ACCEPTABLE MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: SECTION AS NEEDED MIN. 3,000 PSI. (HEIGHT VARIES) 4"-6" MIN. 3/4" WASHED SEE DTL. "A" GRAVEL OR CRUSHED STONE Sieve designation % passing USE FLEXIBLE BASE UNDER CLEAN-OUT PVC OR DIP ¾” 100% RUBBER BOOT, TYP. NOTE: FRAME AND COVER. No. 40 0-70% (ALL PIPE 4'-0" DIA. MIN. NOTES: 1. ALL STRUCTURES AND CASTINGS TO SUPPORT H20 LOADING No. 200 0-10% CONNECTIONS, (5'-0" DIA ≥ 10' DEEP) 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS 1. PIPE ANCHORS SHALL BE INSTALLED AS FOLLOWS: IN AND OUT) 5" FOR APPROVAL. GRADE 20% TO 35% - 36ft C TO C MAX. 3. CONCRETE SHALL BE A MINIMUM OF 4,500 PSI. 28. THE SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BURIED PIPING TO THE LOCATION PIPE 4. APPLY 2-2 MILS OF BITUMINOUS MATERIAL "INERTOL No. PVC OR DIP GRADE 35% TO 50% - 24FT C TO C MAX. OF THE PROPOSED BUILDING CONNECTION POINT (I.E. INSIDE THE BUILDING). THIS INCLUDES THE SLOPE 1" PER 1' 49 KOPPERS SUPER SERVICE", BLACK OR APPROVED 45° BEND GRADE OVER 50% - 16FT C TO C MAX. TESTING AND CERTIFICATION OF ALL WATER SERVICE WORK FROM THE TOWN WATER 18" TO 48" EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURER'S 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 CONNECTION POINT TO THE PROPOSED BUILDING’S INTERIOR CONNECTION POINT. BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 7" DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 29. INDICATOR TAPE SHALL BE PLACED AT 12 INCHES BELOW FINISHED GRADE DIRECTLY ABOVE ALL 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 WATERLINES. SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER PLACE 2" ABOVE TOP OF 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 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. PIPE, TYP. BEDDING COURSE WYE BRANCH FOR INVERT 30. ALL COPPER WATER SERVICE PIPING INSTALLATION, BACKFILL AND TESTING SHALL BE REVIEWED, UNDISTURBED SUBGRADE SUCH A MANNER AS TO ASSURE EXPOSURE OF THE JOINT. AND APPROVED BY THE DEPARTMENT OF TECHNICAL SERVICES. BEDDING, PIPE ZONE, AND WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL BACKFILL MATERIAL MUST BE SAND ONLY. 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 31. PRIOR TO THE BACKFILLING OF ANY WATER LINES AND COMPONENTS, DOTS-ENGINEERING SHALL ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS FLOW PVC OR DIP SHOWN BY THESE DRAWINGS. SEWER SERVICE LINE BE NOTIFIED TO PERFORM AN INSPECTION. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW PRECAST CONCRETE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 1'-0" DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION BASE RISER SECTION 7'-0" DIA. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. SANITARY SEWER MANHOLE CLEANOUT PIPE ANCHORS NOT FOR CONSTRUCTION 4 5 6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1 01/21/2026 SITE PLAN APPLICATION 2 02/18/2026 ISSUE TO PLANNING BOARD EXISTING OR PROPOSED FINISHED GRADE WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND 3 03/25/2026 ISSUE TO PLANNING BOARD 5 41 " SHAFT SANITARY SEWER GENERAL CONSTRUCTION NOTES 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 ADJUSTABLE CAST IRON VALVE BOX SHALL CONFORM TO EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. THE LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH SHALL BE MANUFACTURED BY: TYLER UNION, MODEL 6855 AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. SLIP TYPE, CAST IRON - 2 PIECES WITH AN EXTENSION 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE HEIGHT BETWEEN 39”-60”. LIDS SHALL BE MARKED “WATER”. FOR THE AREA. 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN 48" MIN. PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE NOTE: BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND TUBING 8 MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC PARCEL 3 - SUPPORT BOX WITH MINIMUM OF THREE (3) COURSES OF BRICK 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE FOR CORROSION PROTECTION, SITE DETAILS 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. SEWER NOTES: COMPACTED BACKFILL TO 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC NOTE: NATURAL GROUND MATERIALS ONLY. NO IMPORTS. ALL SANITARY SEWER MAINS TO BE INSTALLED WITH A POLYETHYLENE CONCRETE BEARING PAD TO BE 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE USED WITH PVC PIPE BRICKS TO 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. WRAPPING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND BEAR ON PAD 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 TUBING 8 MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC NOTE: 1. VALVE BOXES SHALL BE MADE IN THE U.S.A. SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE 2. SIMILAR INSTALLATION FOR CURB BOX OR EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN SERVICE LINE VALVE SIZE + 12" (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF NOTE: SP-6.3 TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY TEST. NO RECYCLED MATERIAL SHALL BE USED AS PIPE BEDDING TYPICAL VALVE INSTALLATION BOX 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING. OR BACKFILL OF ANY PUPLIC INFRASTRUCTURE 7 SCALE: N.T.S. Page 98 NOTE: 1. WALL DRAIN SHALL NOT DISCHARGE TO ANY STORMWATER TREATMENT PRACTICE. 2. CONTRACTOR SHALL SUBMIT A BUILDING PERMIT FOR THE CONSTRUCTION OF THE RETAINING WALL. 3. THE TOWN WILL REQUIRE CERTIFICATION FROM A LICENSED NYS ENGINEER INDICATING THE RETAINING WALL WAS CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING DESIGN PLANS AND REPORTS. 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 DTS PROVIDENT  Intelligent 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 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 Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION SITE DETAILS 03/25/26 SP-6.4 Page 99 RETAINING WALL NOTES: 1. THE CONTRACTOR SHALL SUBMIT A BUILDING PERMIT FOR THE CONSTRUCTION OF THE RETAINING WALL. 2. THE TOWN WILL REQUIRE THE CONTRACTOR TO SUBMIT CERTIFICATION FROM A LICENSED NYS ENGINEER INDICATING THE RETAINING WALL WAS CONSTRUCTED IN ACCORDANCE WITH THE ENGINEERING DESIGN PLANS AND REPORTS SUBMITTED AND APPROVED BY BUILDING PERMIT. 3. THE CONTRACTOR SHALL NOT PERMIT ANY WALL DRAIN TO DISCHARGE DIRECTLY TO ANY STORMWATER TREATMENT PRACTICE. 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 DTS PROVIDENT  Intelligent 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 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 Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION SITE DETAILS 03/25/26 SP-6.5 Page 100 EVERGREEN MANOR Town of Cortlandt, New York 1 R = 0 1,711 IGH = 4 REA PA OF W .9 A 5 OWNER / APPLICANT R T 8 A .617 S C V.S. CONSTRUCTION CORPORATION EL AY 37 CROTON DAM ROAD c OSSINING, NY 10562 r es .F. PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 L=23.55' R=25.00' One North Broadway White Plains, NY 10601 PROPOSED MONUMENT P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 40.2 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY ZARIN & STEINMETZ 8.283 17.75 4.5 81 MAIN STREET 20 WHITE PLAINS, NY 10601 Cortlandt (T) - Lake Mohegan Fire Truck SURVEYOR Overall Length 40.200ft Overall Width 8.250ft DANIEL T. MERRITTS, PLS Overall Body Height 11.830ft 394 BEDFORD ROAD Min Body Ground Clearance 0.742ft PLEASANTVILLE, NY 10570 Track Width 8.250ft Lock-to-lock time 4.00s Curb to Curb Turning Radius 38.500ft WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. PROPERTY LINE, TYP. 10 NORTH STREET COLD SPRING, NY 10516 R-40 PROPERTY LINE, MONUMENT (TYP.) PROPOSED 30' SIDE YARD SETBACK/ NONDISTURBANCE AREA 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 6 Λ Λ Λ 22.0' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ MO OPOSE Λ 7 Λ PR Λ Λ Λ Λ N Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ U Λ Λ Λ Λ Λ Λ MEND Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ T Λ Λ Λ 7.5 ' Λ Λ Λ Λ ' Λ 69.5 Λ 7 N2 Λ Λ Λ Λ Λ Λ Λ 9° 0 Λ Λ Λ Λ Λ Λ Λ 6' 1 Λ Λ Λ E Λ Λ ENU Λ 9" E Λ Λ Λ Λ Λ Λ 34. Λ Λ Λ E AV Λ Λ Λ Λ 65' Λ Λ Λ 18.0 Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ Λ Λ Λ Λ ' Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 Λ Λ Λ LAFA Λ Λ 8.0 ' Λ Λ Λ Λ Λ Λ Λ Λ Λ 7.5 ' X Λ 5 Λ R10.0 ' 0' 25' Λ Λ X 18. Λ 4 Λ Λ 9.0 ' X Λ Λ ' Λ 20.0 X Λ Λ Λ Λ Λ X Λ 10 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 6 X DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 2 ' ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 0.0 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER R1 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 9 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 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 Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ 30' FRONT YARD SETBACK Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION 323.99' 30' FRONT YARD SETBACK S 76° 13' 31" E 1 01/21/2026 SITE PLAN APPLICATION S 77 2 02/18/2026 ISSUE TO PLANNING BOARD 4 3" E '4 1 3 03/25/2026 ISSUE TO PLANNING BOARD ° 37 64.77' 42 8° N7 ' 03 "W 7' 3.6 25 PR NUM MO OP EN OS T ED ON D RO AD 02 MOD O MP E 35/2 C R OUT R PARCEL 3 - EMERGENCY SERVICE VEHICLE MANEUVERING PLAN Cortlandt ( T) - Lake M SP-12.0 o CONKLIN hegan Fire AVENUE PROPERTY LINE ruck T (TYP.) Page 101 EVERGREEN MANOR Town of Cortlandt, New York 1 R = 0 1,711 IGH = 4 REA PA OF W .9 A 5 OWNER / APPLICANT R T 8 A .617 S C V.S. CONSTRUCTION CORPORATION EL AY 37 CROTON DAM ROAD c OSSINING, NY 10562 r es .F. PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 L=23.55' R=25.00' One North Broadway White Plains, NY 10601 PROPOSED MONUMENT P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 32.8 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET 3.5 18.3 4.8 20.7 WHITE PLAINS, NY 10601 Front Loader Garbage Truck SURVEYOR Overall Length 32.800ft DANIEL T. MERRITTS, PLS Overall Width 8.500ft Overall Body Height 10.499ft 394 BEDFORD ROAD Min Body Ground Clearance 1.398ft PLEASANTVILLE, NY 10570 Track Width 8.500ft Lock-to-lock time 6.00s WETLAND CONSULTANT Wall to Wall Turning Radius 42.000ft TIM MILLER ASSOCIATES, INC. PROPERTY LINE, TYP. 10 NORTH STREET COLD SPRING, NY 10516 R-40 PROPERTY LINE, MONUMENT (TYP.) PROPOSED 30' SIDE YARD SETBACK/ NONDISTURBANCE AREA 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 6 Λ Λ Λ 22.0' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ MO OPOSE Λ 7 Λ PR Λ Λ Λ Λ N Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ U Λ Λ Λ Λ Λ Λ MEND Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ T Λ Λ Λ 7.5 ' Λ Λ Λ Λ ' Λ 69.5 Λ 7 N2 Λ Λ Λ Λ Λ Λ Λ 9° 0 Λ Λ Λ Λ Λ Λ Λ 6' 1 Λ Λ Λ E Λ Λ ENU Λ 9" E Λ Λ Λ Λ Λ Λ 34. Λ Λ Λ E AV Λ Λ Λ Λ 65' Λ Λ Λ 18.0 Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ Λ Λ Λ Λ ' Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 Λ Λ Λ LAFA Λ Λ 8.0 ' Λ Λ Λ Λ Λ Λ Λ Λ Λ 7.5 ' X Λ 5 Fro Λ R10.0 ' 0' nt Load 25' Λ Λ X 18. e Λ 4 r G Λ ar Λ b 9.0 ' age Truc X Λ Λ ' Λ 20.0 k X Λ Λ Λ Λ Λ X Λ 10 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 6 X DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 2 ' ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 0.0 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER R1 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 9 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 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 Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ 30' FRONT YARD SETBACK Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION 323.99' 30' FRONT YARD SETBACK S 76° 13' 31" E 1 01/21/2026 SITE PLAN APPLICATION S 77 2 02/18/2026 ISSUE TO PLANNING BOARD 4 3" E '4 1 3 03/25/2026 ISSUE TO PLANNING BOARD ° 37 64.77' 42 8° N7 ' 03 "W 7' 3.6 25 PR NUM MO OP EN OS T ED ON D RO AD 02 MOD O MP E 35/2 C R OUT R PARCEL 3 - FRONT LOADER GARBAGE TRUCK MANEUVERING PLAN SP-12.1 CONKLIN AVENUE PROPERTY LINE (TYP.) Page 102 EVERGREEN MANOR Town of Cortlandt, New York 1 R = 0 1,711 IGH = 4 REA PA OF W .9 A 5 OWNER / APPLICANT R T 8 A .617 S C V.S. CONSTRUCTION CORPORATION EL AY 37 CROTON DAM ROAD c OSSINING, NY 10562 r es .F. PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 L=23.55' R=25.00' One North Broadway White Plains, NY 10601 PROPOSED MONUMENT P: 914.428.0010 F: 914.428.0017 ARCHITECT - PARCEL 3 30 BEATTY HARVEY COCO ARCHITECTS 1300 WALT WHITMAN ROAD MELVILLE, NY 11747 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET 4 20 WHITE PLAINS, NY 10601 SURVEYOR SU-30 - Single Unit Truck Overall Length 30.000ft DANIEL T. MERRITTS, PLS Overall Width 8.000ft 394 BEDFORD ROAD Overall Body Height 13.500ft PLEASANTVILLE, NY 10570 Min Body Ground Clearance 1.367ft Track Width 8.000ft Lock-to-lock time 5.00s WETLAND CONSULTANT Max Steering Angle (Virtual) 31.80° TIM MILLER ASSOCIATES, INC. PROPERTY LINE, TYP. 10 NORTH STREET COLD SPRING, NY 10516 R-40 PROPERTY LINE, MONUMENT (TYP.) PROPOSED 30' SIDE YARD SETBACK/ NONDISTURBANCE AREA 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 6 Λ Λ Λ 22.0' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ MO OPOSE Λ 7 Λ PR Λ Λ Λ Λ N Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ U Λ Λ Λ Λ Λ Λ MEND Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ T Λ Λ Λ 7.5 ' Λ Λ Λ Λ ' Λ 69.5 Λ 7 N2 Λ Λ Λ Λ Λ Λ Λ 9° 0 Λ Λ Λ Λ Λ Λ Λ 6' 1 Λ Λ Λ E Λ Λ ENU Λ 9" E Λ Λ Λ Λ Λ Λ 34. Λ Λ Λ E AV Λ Λ SU-3 Λ Λ 65' Λ Λ Λ 18.0 Λ Λ S0 - ingle U THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY YETT Λ Λ Λ Λ ' Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. nit Truc 1-800-962-7962 OR 811 Λ Λ Λ Λ Λ k LAFA Λ Λ 8.0 ' Λ Λ Λ Λ Λ Λ Λ Λ Λ 7.5 ' X Λ 5 Λ R10.0 ' 0' 25' Λ Λ X 18. Λ 4 Λ Λ 9.0 ' X Λ Λ ' Λ 20.0 X Λ Λ Λ Λ Λ X Λ 10 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 6 X DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 2 ' ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 0.0 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER R1 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ 9 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 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 Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ 30' FRONT YARD SETBACK Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION 323.99' 30' FRONT YARD SETBACK S 76° 13' 31" E 1 01/21/2026 SITE PLAN APPLICATION S 77 2 02/18/2026 ISSUE TO PLANNING BOARD 4 3" E '4 1 3 03/25/2026 ISSUE TO PLANNING BOARD ° 37 64.77' 42 8° N7 ' 03 "W 7' 3.6 25 PR NUM MO OP EN OS T ED ON D RO AD 02 MOD O MP E 35/2 C R OUT R PARCEL 3 - DELIVERY TRUCK MANEUVERING PLAN SP-12.2 CONKLIN AVENUE PROPERTY LINE (TYP.) Page 103 March 26, 2026 To: Cortlandt Manor Planning Board Members Mr. Chris Kehoe, AICP, Director Ms. Heather LaVarnway, CNU-A, Planner RE: 1201 Oregon Rd. (Wilmar Electric) Section 13.9, Block 3, Lot 5 – Response to Department of Planning & Community Development December 3, 2024 Comments To Planning Board Members: This letter shall serve as a response to comments provided by The Department of Planning and Community, December 3, 2024 comments memo. The plans have been revised and separated for clarity. The Engineering portion of the plans have been prepared by AC Engineering, PLLC while the architectural components of the building have been revised by the architect, AIA Studio RAI Architects. 2a. The proposed landscaping shown in the previous architect plans have been removed and no additional landscaping is proposed. 2b. No new signs are proposed to be displayed on this property. The existing sign will remain. 2c. The make, model and size of the commercial vehicles are shown on the site plans. 3. The zoning schedule has been revised and shown in the Architect plans as well as on the Proposed Conditions Site Plan. 4. The written analysis for both Section 307-65.6 and 307-42 is included in this submittal. 5. Outdoor lighting and lighting plan is included as part of this submittal. 6. The revised parking spaces and schedules are shown on the Proposed Conditions site plan as well as the Architect Plans. 7. The location of the proposed dumpsters have been relocated to the area where existing dumpsters are placed. Page 104 Town of Cortlandt Manor Planning Board Members March 26, 2026 Page 2 8. The arborvitae along the east of the entrance drive is existing and shown in the Existing conditions site plan. 9. The existing shingle roof are in good condition and will remain as-is. 10. The existing siding of the building will be painted. 11. A detail of the masonry block wall is shown in the details of the Engineering plans. 12. Comments provided by LaBella have been addressed in the revised plans. 13. Upon planning board approval, building permits will be obtained. We hope this letter satisfies your concerns and comments. Please feel free to contact us if you should have any questions or require additional clarification. Respectfully submitted, AC Engineering, PLLC. Andy Cheung, P.E., CPESC Principal Engineer Cc: Mario Alvarez – Owner Cortlandt Manor Planning Board Page 105 March 26, 2026 To: Cortlandt Manor Planning Board Members Mr. Chris Kehoe, AICP, Director Mr. Christopher Lapine, P.E., LEED AP LaBella Associates, DPC RE: 1201 Oregon Rd. (Wilmar Electric) Section 13.9, Block 3, Lot 5 – Response to LaBella Associates November 27, 2024 Comments To Planning Board Members: This letter shall serve as a response to LaBella Associates, November 27, 2024 comments memo. The plans have been revised and separated for clarity. The Engineering portion of the plans have been prepared by AC Engineering, PLLC while the architectural components of the building have been revised by the architect, AIA Studio RAI Architects. Administrative 1) The on-site septic disposal system was abandoned/removed by the previous owner before the current owner purchased the property. It is assumed the previous owner has filed this with the Town. 2) A new set of construction drawings have been prepared and will be submitted to the Town for review. 3) This project does not involve any excavation or topsoil removal. The scope of work includes the removal of the existing asphalt and repaving to the same footprint as the existing asphalt area. 4) A phone conversation with the Town Clerk confirmed the property is already connected to the Town sewer. Environmental Access Form 1) The total acreage to be disturbed has been added to Line 3 of the EAF. 2) There will be no change to the existing stormwater collection system. Plans Page 106 Town of Cortlandt Manor Planning Board Members March 26, 2026 Page 2 A new set of plans have been prepared showing the site improvements; mainly the re- paving of the existing dilapidated asphalt, the creation of painted parking spaces, the addition of additional parking lot lighting and the addition of a new water tap connection to the existing watermain for the proposed fire suppression system. The fire sprinkler system design including the backflow preventer will be designed by a separate Engineer. The Owner has confirmed the domestic water supply line is protected with a WCDOH approved backflow prevention device. There are no curbs proposed on this lot. Pre-cast concrete curbs will be placed at each parking spot. The existing retaining wall will be removed and a new retaining wall is proposed at the same location. This new retaining wall is shown and detailed in the revised plans. The proposed dumpsters will be located at the back of the parking area at the end of this new retaining wall. There are no other improvements proposed to this site for stormwater collection. The existing stormwater collection system will remain undisturbed. There are also no additional increases to impervious areas on this lot and there is no re-grading of the subgrade after asphalt removal. There is no additional plantings proposed on this lot. 1) The following notes have been added to the plans. a. There will be no disturbance to the existing stone retaining walls on either side of the existing and proposed parking areas. Applicant/Contractor/Design Professinoal all acknowledge that if during the course of construction, any wall is impacted, they shall immediately notify the Department of Technical Services and file appropriate permits prior to any work commencing. b. The Applicant is aware that the disturbed areas shall be 100% stabilized and planted prior to the issuance of the Certificate of Occupancy. c. The applicant shall submit an as-built foundation survey to the Town of Cortlandt prior to framing. d. Prior to the backfilling of any storm water best management practice, DOTS- Engineering shall be notified to perform an inspection. e. All proposed import fill must be tested and certified as unrestricted, suitable for residential use in accordance with Town Policy. Certification must be provided by a licensed professional. All certifications shall be addressed to Town’s Planning Board Engineer. All soil analytics and reports will be forwarded to the Town’s Planning Board Engineer for review and approval. Page 107 Town of Cortlandt Manor Planning Board Members March 26, 2026 Page 3 f. Prior to the issuance of the Certificate of Occupancy, the Town will require a certification from a NYS Engineer that the completed site work and drainage improvements will not cause an adverse impact to adjoining or downstream properties. g. Backflow prevention devices shall be designed and installed in accordance with University of Southern California List of Approved Backflow Prevention Devices, NYSDOH Guidelines for Designing Backflow Prevention Assembly Installations, and Building Code. We hope this letter satisfies your concerns and comments. Please feel free to contact us if you should have any questions or require additional clarification. Respectfully submitted, AC Engineering, PLLC. Andy Cheung, P.E., CPESC Principal Engineer Cc: Mario Alvarez – Owner Cortlandt Manor Planning Board Page 108 SPECIALTY TRADE CONTRACTORS - COMPLIANCE SECTION 307-65.6 A. The setback from residential districts shall be two times the required setback set forth in the Table of Dimensional Regulations.[1] Buffers shall be enhanced with suitable landscaping as determined by the Planning Board. The property is split-zoned CC along Oregon Road and zoned R-10 residential in the rear of the property with adequate setbacks on the residential portion. See zoning chart in Architect’s plans. B. On-site contractor operations. Noise levels shall not exceed 65 dB for more than two hours in total during any workday at the boundaries of residential districts, nor shall any unreasonably intrusive noise be created. An "unreasonably intrusive noise" is any sound which would annoy, disturb or irritate a reasonable person of normal sensitivities under the same circumstances. Otherwise operations shall not exceed 55 dB during the workday at the boundaries of the residential districts. The building will be utilized as office space and residential combined. Therefore it is not anticipated that noise levels exceed that of typical office buildings and apartments. C. Fugitive dust or odors from contractor activities must be contained on site. The Planning Board may require periodic off-site air testing as directed by the Director of Technical Services. There are no contractor activities anticipated during the course of the work day. D. Impervious coverage shall be limited to 55% of the site, including the building coverage. The building and paved parking area totals 17,039 SF of impervious surface. The total site area is 74,147 SF therefore the impervious area accounts for 23% of the site. E. The Planning Board may require truck counters to be located at the entrance to the facility and require that the number of daily truck trips be monitored for a period of time following the issuance of a certificate of occupancy, not exceeding a period of two years, at the applicant's expense, for the purpose of validating the traffic projections and impacts created thereby. Page 109 Specialty Trade Contractors - Compliance Page 2 The space will be utilized as an office and apartments and therefore limited truck traffic is expected. F. Outdoor storage of materials shall not exceed 20% of the developed site. Storage piles shall not exceed a height of 10 feet. The Planning Board may require that the storage piles be located within buildings or open sheds. Outside storage shall be limited to those specific locations approved by the Planning Board. No storage is expected on the exterior of the building. G. The Planning Board may impose such additional standards in order to prevent a nuisance to neighboring properties by reason of dust or odor or any other reason. It is not anticipated the office and apartments will generate dust or odor. H. Business activities and maintenance activities requiring the use of machinery, equipment or power tools shall be permitted between the hours of 7:00 a.m. and 7:00 p.m. on weekdays and from 8:00 a.m. to 5:00 p.m. on Saturdays. All such work is prohibited on Sundays and legal holidays. The Planning Board may vary the above times by not more than two hours. The office space will only be open during business hours. There are no power tools, machinery or equipment anticipated to be used during those hours. I. The Planning Board may require that security fencing be located around areas or structures to address safety concerns. There are no current proposals for security fencing for the office and apartments. J. Permit duration and renewal. Permits shall be issued conditionally for a three-year period upon a showing of compliance with the terms and conditions of this chapter and the special permit during the preceding permit period. Noted. K. Unless set forth above, no variance of any of the above conditions are authorized. Noted. L. Nothing contained herein shall prohibit the processing and crushing of aggregate on the site of any approved subdivision and/or site plan to be utilized solely on site for the construction of the improvements required by the approval. Page 110 Specialty Trade Contractors - Compliance Page 3 The space will be used as an office building and apartments and therefore there is no crushing of aggregate expected on site. Page 111 GENERAL CONDITIONS AND STANDARDS - COMPLIANCE SECTION 307-42 (1) The use shall be of such location, size, intensity of operation and character that, in general, it will be in harmony with the appropriate and orderly development of the district in which it is situated and will not be detrimental to adjacent land and buildings nor impair the value thereof nor hinder the orderly development of adjacent districts. The use of the existing renovated building will be consistent with other existing buildings in the vicinity. It will not be detrimental to adjacent land and buildings nor impair the value of surrounding properties. (2) The location and size of the use, the nature and intensity of the operations involved in or conducted in connection with it, its site layout and its relation to streets giving access to it shall be such that both pedestrian and vehicular traffic to and from the use and the assembly of persons in connection with it will not be hazardous or inconvenient to the predominant residential or other prevailing character of the neighborhood. The location and size of the building is consistent with other buildings in the vicinity. There is a traffic light at the intersection allowing for safe entry and exit from the property. (3) The number, location, nature and height of buildings, walls and fences and the nature and extent of the landscaping on the site shall be such that the use will not hinder or discourage the appropriate development and use of adjacent land and buildings or impair the value thereof. The existing building and future renovation is aesthetically consistent with other buildings in the area. There will be no removal of existing landscaping. (4) The location and size of the use and the nature and intensity of the operations involved in or conducted in connection with it shall be such that the use will not adversely affect nearby existing uses, nor will it be detrimental to the existing or potential use and value of land and buildings in the vicinity by reason of noise, vibration, excessive light, smoke, gas, fumes, odor or other atmospheric pollutant or danger of fire or explosion. It is not anticipated the office building and apartments will emit atmospheric pollutants. A separate sprinkler system will be installed in the renovated building. Page 112 Section 307-42 General Conditions and Standards - Compliance Page 2 (5) Parking areas shall be of adequate size for the particular use, properly located and suitably screened from adjoining residential uses, and the entrance and exit drives shall be laid out so as to prevent traffic hazards and nuisances. The parking areas are in the rear of the building and not visible from the street. There is a traffic light at the intersection allowing a safe passage into and out of the property. (6) The use as proposed will not require such additional public facilities or services, such as sewerage systems, storm drainage systems, public water supplies, recreational systems and street systems, to be provided at public expense or create unacceptable environmental or fiscal burdens upon the Town. The renovated office building and apartments will generate and use similar quantities of water/wastewater as the previous building and should not create additional environmental or fiscal burden. (7) The proposed use is developed such that the existing land form is preserved in its natural state, insofar as practicable, by minimizing grading and the erosion or stripping of steep slopes and by maintaining man-made features that enhance the land form, such as stone walls, with minimal alteration or disruption. In addition, all open spaces should be designed and planted to enhance the attractiveness of the neighborhood. There is no grading proposed on the property. All existing stone walls will remain. The retaining wall in the rear of the property will be replaced. (8) The proposed buildings are located harmoniously with the land form, vegetation and other natural features of the site; compatible in scale, design and use with those buildings and designs which are visually related to the development site; effectively located for solar and wind orientation for energy conservation; and advantageously located for views from the building while minimizing the intrusion on views from other buildings. The renovated building situates in the same location as previously constructed. Renovations to the exterior are cosmetic in nature. The majority of the renovations occur inside the building. (9) The proposed use is consistent with the Town Master Plan, meets applicable requirements of the New York State Uniform Fire Prevention and Building Code and receives all required county, state and federal approvals. Page 113 Section 307-42 General Conditions and Standards - Compliance Page 3 The proposed use of the building is consistent with the Town Master Plan and will meet all building code, fire, electrical, and plumbing codes. Page 114 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: RENOVATION OF EXISTING BUILDING AT 1201 OREGON ROAD Project Location (describe, and attach a location map): 1201 OREGON ROAD, CORTLANDT MANOR, NY Brief Description of Proposed Action: AN EXISTING COMMERCIAL BUILDING IS PROPOSED TO BE RENOVATED AND UPDATED. THE EXISTING PARKING LOT AREA WILL ALSO BE RENOVATED WITH ADDITONAL LIGHTING AND NEW PARKING SPOTS AFTER THE EXISTING ASPHALT IS REMOVED AND NEW ASPHALT INSTALLED. THE FOOTPRINT AND GRADES WILL REMAIN UNCHANGED. Name of Applicant or Sponsor: Telephone: ANDY CHEUNG, P.E. E-Mail: Address: City/PO: State: Zip Code: NY 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? __________ 1.7 acres b. Total acreage to be physically disturbed? __________ 0.4 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? __________ 1.7 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: □ Urban Rural (non-agriculture) Industrial ✔ Commercial ✔ Residential (suburban) □ Forest Agriculture Aquatic Other(Specify): Parkland Page 1 of 3 SEAF 2019 Page 115 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ b. Consistent with the adopted comprehensive plan? ✔ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: ________________________________________________________________________________ ✔ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ✔ b. Are public transportation services available at or near the site of the proposed action? ✔ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? ✔ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ AS PER ARCHITECT'S PLANS THE BUILDING WILL BE RENOVATED AS PER THE LATEST NYS STRETCH CODES ✔ _____________________________________________________________________________________________ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: _________________________________________ ✔ _____________________________________________________________________________________________ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ______________________________________ ✔ _____________________________________________________________________________________________ 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the ✔ State Register of Historic Places? ✔ b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ _____________________________________________________________________________________________ _____________________________________________________________________________________________ Page 2 of 3 Page 116 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? ✔ 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: _____________________________________________________________________________________________ THERE ARE EXISTING STORMWATER CATCH BASINS ON THE PROPERTY THAT WILL REMAIN. THESE CONNECT TO THE _____________________________________________________________________________________________ TOWN STORMWATER SYSTEM. 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: ____________________________________________________ ANDY CHEUNG, P.E. __________________________ Date: 2/5/26 _____________________ Signature: __ ______________________________Title:__________________________________ ENGINEER PRINT FORM Page 3 of 3 Page 117 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 118 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 119 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 120 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 121 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 122 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 123 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 124 Steven J. Basini, RA February 1st, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: 2329 Arlo Lane Cortlandt Manor, NY Auto Body Repair Shop Site Plan Amendment Mr. Kessler and Members of the Planning Board, This office has received review memorandums pertaining to the above-referenced application from the Department of Planning and Development and the Department of Technical Services. This memo shall address these comments in addition to the accompanying set of drawings with Revision date 01/15/26. All revisions on the previously submitted plans have been marked with a revision cloud. Two additional sheets have been created for this submission, A-102 and A-103. Memorandum from Department of Planning & Community Development Dated November 21, 2025 Prepared by: Chris Kehoe, AICP – Planning Director & Heather LaVarnway, CNU-A, AICP Planner 1. This application requires a special use permit for an automotive body shop. The application has been updated on the portal to include this requirement. This proposal meets the criteria for special use permit as described in Chapter 307 Section 307-62 of the Town Code and is outlined on the revised drawing A-101. 2. Parking has not changed. The proposal is 32 spaces where 44 are required. Section 307-29 of the Town of Cortlandt Code allows the Planning Board to consider a lesser parking requirement under specific circumstances. 3. Turning radius and paths are shown on the proposed site plan, Sheet A-100. These comply with requirements for emergency vehicles as well as sanitation trucks. 4. The existing building lighting is proposed to be maintained. There was a photometric lighting plan approved in 2022 by the Town of Cortlandt that includes fully shielded wall packs mounted on the façade of the building. These were installed, are currently operational, and are not proposed to be altered or added to. There is no site lighting existing or proposed. As outlined on sheet A-101, this application does not require compliance with Chapter 307 of the Town Code as the cost of the project does not exceed 50% of the value of the building. 5. The trash enclosure has been relocated to the rear of the building on the existing 18 Lakeview Avenue East • Cortlandt Manor, NY 10567 • (914) 402-1701 • sjbarchdesign.com Page 125 concrete slab. This was agreed upon in a meeting with the Town’s consultants. A detail of the previously approved enclosure has been shown on the revised plan A- 101 and located on the site plan, sheet A-101. 6. There is ample grass lawn in front of the building that will remain unaltered as part of this application. These areas have been hatched with a grass pattern on the site plan and noted as well. In addition, a small planting bed is proposed at the entrance to the autobody shop. This is detailed on sheet A-103. There will be some plantings proposed at the free-standing sign location as well. This is depicted on sheet A-101. 7. The only building elevation being altered is the front façade, southwest corner which serves as the entrance to the proposed autobody shop. The existing and proposed elevations are shown on sheet A-103. Since no other elevations are being altered, the Town Code allows photographs of the existing elevations in lieu of drawings. These have been included on sheet A-103 as well. 8. There is a free-standing sign proposed for the front yard. This is located on the revised site plan, and a rendering is provided on Sheet A-100. As noted, the details of this sign proposal shall meet the requirements of Chapter 245 of the Town Code and will be presented before the Architectural Review Council. Department of Technical Services Dated December 8, 2025 Prepared by: Catherine E. Brosnan, P.E. ENVSP 1. ADA compliant path from parking space to entrance is shown on the revised overall site plan, Sheet A-100. The required maximum slope for accessible paths is 1/20 or 5%. The existing slope from the parking space to the entrance is 4.1%. The concrete slab at the front entrance shall be poured with a 2% slope away from the front entrance and shall be no greater than ½” below the door sill. A corrected NYS ADA compliant parking sign has been depicted on revised sheet A-100. 2. Employee parking has been noted on the revised Site Plan, Sheet A-100 and is located by the rear entrance to the building. 4 spaces are allocated for employees. 3. There shall be no autobody repair occurring outside the building. This is noted on revised sheet A-100. 4. There shall be no salvaging or junking of vehicles on site. This is noted on revised sheet A-100. 5. Existing and proposed floor plans have been provided on sheet A-102 along with a complete code analysis of the uses. One as the previously approved S-1 storage use and the other as the proposed mixed use. 6. Square footage of both spaces is shown on sheet A-102. 7. Topography has been shown on the overall site plan, sheet A-100. There are no cut and fill calculations as no cutting is proposed. The small expansion of asphalt in the rear of the building does not cut into a slope. It is merely clearing a small patch of level overgrown grass. No retaining walls are proposed or required. 18 Lakeview Avenue East - Cortlandt Manor, NY 10567 - (914) 402-1701 - sjbarchdesign.com Page 126 8. There are no existing or proposed floor drains in the building. This is noted on revised sheet A-100. 9. This is a proposed autobody repair shop. It is not an auto mechanical repair shop therefore draining of oil or fuel is not part of the proposed operation. However, if a spill occurs, there is a waste disposal placement/pickup location shown at the rear of the building on site plan, Sheet A-100. 10. See note #9 above. In the event of a spill, a spill prevention plan has been outlined on the sheet A-101. 11. A photometric lighting analysis was approved by the Town in 2022. A copy of the plan has been included with this latest submission. No existing lighting is being altered, and no additional lighting is proposed at this time. All lights are currently operating properly. 12. The proposed utility room has been depicted on the over key plan on revised sheet A-101. 13. All references to outdated codes have been updated on the plans. 14. The existing septic system fields have been depicted on the site plan, revised sheet A-100. 15. Potable and fire suppressant water lines have been depicted on the site plan, revised sheet A-100. 16. The proposed location of the trash enclosure has been relocated to the rear of the property as noted in comment #5 of the previous memo. This is detailed on revised sheet A-101. 17. A rendering of the signage has been provided on revised sheet A-100. 18. It is understood that the paint booth will require approval by outside agencies other than the Department of Technical Services. This will be filed upon complete review by your Honorable Board. 19. A note has been added to sheet A-100 stating “All refuse pickup shall be by private carter. The Town of Cortlandt will not service the site”. Thank you for your consideration in this matter. Sincerely, SJB ARCHITECTURE + DESIGN Steven J. Basini, RA 18 Lakeview Avenue East - Cortlandt Manor, NY 10567 - (914) 402-1701 - sjbarchdesign.com Page 127 Steven J. Basini, RA March 23, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board 1 Heady Street, Cortlandt Manor, NY 10567 Re: 2329 Arlo Lane, Cortlandt Manor, NY Auto Body Repair Shop, Site Plan Amendment Mr. Kessler and Members of the Planning Board, This office met with the Town of Cortlandt Department of Planning and Development and the Department of Technical Services on March 11th to discuss the revised submission. Several additional revisions were made to the drawing set as a result of those discussions. They are as follows: 1. As part of the application, we must address the Special Permit for Parking as per section 337-34.1 of the Zoning Code. Specifically, as the applicant is requesting a waiver from the required number of spaces, we must indicate the category under which relief is sought. There is a note at the bottom left of Sheet A-100 addressing this Section of the code. The project narrative prepared by this office on October 21, 2025, and submitted to your Board prior to our first appearance, outlined the reasons behind the waiver request. 2. An additional General Note was added to the bottom of Sheet A-100 describing the specific emergency fire vehicles that were considered when depicting the required turning radii on the plans. 3. The diameter of the existing domestic water line has been corrected to 2 inches. 4. The existing septic system shown on the plans has been labeled as “design development” as they have not been confirmed in the field. Confirmation of the exact locations of the utilities in relation to the septic system shall be documented and submitted to the Department of Technical Services as part of the building permit submission. 5. The free-standing signage depicted at the bottom of Sheet A-100 has been labeled “Conceptual” as this will need to be filed separately and may change slightly in appearance. 6. A note has been added on Sheet A-103 to the Front Entrance Plan stating that the area of the entrance shall meet all ADA requirements upon removal of the existing vestibule and reconstruction of the adjacent concrete slab. Thank you for your consideration in this matter. Sincerely, SJB ARCHITECTURE + DESIGN Steven J. Basini, RA 18 Lakeview Avenue East • Cortlandt Manor, NY 10567 • (914) 402-1701 • sjbarchdesign.com Page 128 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 129 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 130 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 131 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 132 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 133 Page 134 Page 135 Page 136 Page 137 Page 138 Page 139 Page 140 Page 141 Page 142 Page 143 Page 144 Page 145 Page 146 Page 147 Page 148 Page 149 Page 150 Page 151 Page 152 Page 153 Page 154 Page 155 Page 156 Page 157 Page 158 Page 159 Page 160