Planning Board Meeting & Work Session — 2026-03-03 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chairperson Town Supervisor Thomas A. Bianchi, Vice-Chairperson Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914-734-1080 Town Board Kevin Kobasa Fax #: 914-788-0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko, Alternate chrisk@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/83787936918?pwd=rB5pYgCpQgA2beguEBMYCfzkixcFVb.1 WORK SESSION…………………………………………………………..MARCH 3, 2026 6:00 PM 1. Discuss March 3, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* MARCH 3, 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 FEBRUARY 2, 2026 5. CORRESPONDENCE PB 1-16 a. Letter dated February 20, 2026 from Jim Annicchiarico requesting the 5th, 6- month time extension of Preliminary Plat approval for the for the Pomona Development, LLC (Boga) subdivision located on the south side of Revolutionary Rd., south of Eton Lane. 6. PUBLIC HEARINGS (ADJOURNED FROM PREVIOUS MEETING) PB 2025-7 a. Public Hearing: Application of the Yeshiva Ohr Hameir for Site Plan approval, an amended Special Permit for a University, College or Seminary and a Wetland Permit for a proposed 51,730 sq. ft. dormitory building, the repurposing of other buildings on site, and site improvements including stormwater, landscaping and building façade renovations located at the existing Yeshiva Ohr Hameir campus at 141 Furnace Woods Rd. Drawings latest revised February 18, 2026. (see prior PB 7-09) PB 2025-5 b. Public Hearing: Application of VS Construction Corp. for Site Plan approval and for Tree, Wetland and Steep Slope permits for a proposed 96,850 sq. ft. Assisted Living Facility located in the Medical Oriented District (MOD) at 2003 Crompond Road. Drawings latest revised November 20, 2025. (Public Hearing to be adjourned to the April 7, 2026 meeting at the applicant’s request) Page 2 7. 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 dated January 22, 2026 (see prior PB 13-16) 8. NEW BUSINESS PB 2026-4 a. Application of Rafael Triana of High Q Electric for renewal of a Specialty- Trade Contractor Special Permit for an electrical contractor located at 1 Dogwood Rd. Drawings dated April 5, 2022 (see prior PB’s 8-99 & 2020-18) 9. ADJOURNMENT Next Regular Meeting; TUESDAY, APRIL 7, 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 20, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board Town Hall One Heady Street Cortlandt Manor, New York 10567 Re: Time Extension Request for Preliminary Plat Approval - PB #1-16 Pomona Development, LLC Revolutionary Road Tax Map Designation: 23.15-1-43 Dear Chairman Kessler and Members of the Planning Board: The above referenced project received conditional Preliminary Subdivision Plat approval from the Planning Board via Resolution No. 9-23 on September 5, 2023, valid for a period of six (6) months. This approval was extended via Resolution No. 3-24 for an additional six (6) months on March 5, 2024, extended via Resolution No. 8-24 on September 11, 2024, extended via Resolution No. 7-25 on April 1, 2025 and extended via Resolution No. 17-25 on September 4, 2025. We continue to work through the Realty Subdivision application process with the applicant and the Westchester County Department of Health for their review and approval. Therefore, the Applicant respectfully requests a 5th six (6) month time extension of the approval. We respectfully request this item be placed on the March 3, 2026 Planning Board agenda for consideration of approval of the time extension. Should you have any questions or require additional information please contact me at the above number. Thank you for your time and consideration in this matter. Respectfully submitted, James C. Annicchiarico Project Engineer cc: Cafo Boga, Pomona Development, LLC, Property Owner/Applicant File: Boga-Revolutionary Rd-Cortlandt-3 Lot Subdivision-Letter-Time Extension-20260220 Page 4 DRAFT TOWN OF CORTLANDT RESOLUTION NO. 6-26 PLANNING BOARD PB 1-16 WHEREAS, the application of Pomona Development, LLC for Preliminary 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 and for permits pursuant to Chapter 179 (Wetlands), 259 (Steep Slopes) and Chapter 283 (Trees) for a proposed 3 lot major subdivision of a 16.78 acre parcel of property as shown on a 13 page set of drawings entitled “Subdivision Plan for Pomona Development” prepared by Cronin Engineering, P.E., P.C. latest revision dated April 26, 2023 was approved on September 5, 2023 by Resolution 9-23, and WHEREAS, the subject property of 16.78 acres is zoned R-20, single family residential, is located on the southeast end of Revolutionary Road, approximately 500 feet southeast of Eton Lane and is designated on the Town of Cortlandt Tax Maps as Section 23.15, Block 1, Lot 43, and WHEREAS, by Resolutions 3-24, 8-24, 5-25 & 7-25 and 17-25 the Planning Board previously granted four, six-month time extensions of Preliminary Plat approval, and WHEREAS, by letter a dated February 20, 2026 James Annicchiarico requested the 5th, 6-month time extension of Preliminary Plat approval in order to continue to meet the conditions of said approval. NOW THEREFORE BE IT RESOLVED that the Planning Board hereby APPROVES the 5th six- month month time extension of Preliminary Plat approval said extension to expire on September 5, 2026. TO BE CONSIDERED FOR ADOPTION: MARCH 3, 2026 Page 5 MEMORANDUM TO: Town of Cortlandt Planning Board FROM: Christopher Lapine, PE, DATE: February 11, 2026 RE: PB2025- 7 Yeshiva Ohr Hameir LaBella has performed a review of the plans prepared by Ciarcia Engineering, P.C. in support of the “Amended Site Plan associated with the construction of the three-story dormitory building, extension of sanctuary building, conversion of existing classrooms to staff housing, storage building, cafeteria and kitchen renovations, chalet renovation, façade improvements, and associated utility improvements. submitted on February 9, 2026. At the request of the Applicant our office reviewed a January 27, 2026, site plan submittal in response to our January 20, 2026, response letter. The review was to focus on critical elements which included grading, exterior ADA accessibility, fire apparatus maneuvering, stormwater design, floodplain evaluation and mitigation which could alter the overall site program. Our office reissued our comment letter on January 29, 2026, indicating which items had been addressed, partially addressed, and not addressed. Due to the incomplete submittal, it was determined the application was to be removed from the February agenda. On February 9, 2026, this office received a revised set of site plans, and Stormwater Pollution Prevention Plan, which included a partial floodplain evaluation and no mitigation analysis. A summary of the submittal and our comments are provided. Outstanding comments from previous review letters which are outstanding or partially addressed are noted. February 9, 2026 Submission • Stormwater Pollution Prevention Plan, dated February 6, 2026 • Site Plan Set 1. Cover Sheet, dated February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 2. Sheet 1 of 15 – Project Information, revised February 9, 2026 (Prepared by Ciarca Engineering, P.C.) 3. Sheet 2 of 15 - Existing / Demolition Plan, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 4. Sheet 3 of 15 - Site Plan, Revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 5. Sheet 4 of 15 - Grading and Utility Plan, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 6. Sheet 5 of 15 - Erosion Control Plan, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 7. Sheet 6 of 15 – Proposed On-Site Sewer Design, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) Page 6 Page 2 8. Sheet 7 of 15 – Proposed On-Site Watermain, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 9. Sheet 8 of 15 – Proposed Road Profile, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 10. Sheet 9 of 15 – Fire Protection Plan Fire Truck Turning Analysis, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 11. Sheet 10 of 15 – 2025 Fire Code Figure D103.1 Analysis, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 12. Sheet 11 of 15 –Details, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 13. Sheet 12 of 15 – Details, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 14. Sheet 13 of 15 – Sewer Details, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 15. Sheet 14 of 15 – Misc Details, dated February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) 16. Sheet 15 of 15 – Walking Trails, revised February 9, 2026 (Prepared by Ciarcia Engineering, P.C.) Our comments are as follows. Administrative 1. ALL plans subsequently submitted to the Town for review must be designed for construction and be complete for review by all regulatory agencies having jurisdiction (e.g. WCDOH, NYSDEC, WCDEF, etc.). 2. The portions of the proposed improvements are located with Zone A Floodplain, as shown on the Flood Insurance Rate Map # 36119C0019F. Zone A does not have a base flood elevation determined. Per Chapter 175-17.E, within Zone A, when no base flood elevation data is available, the lowest floor (including basement) shall be elevated at least three feet above the highest adjacent grade. Calculations for a flood study have been provided, but no watershed mapping to support the analysis. PREVIOUS COMMENT PARTIALLY ADDRESSED. 3. Per Chapter 175-14.B(3) whenever any portion of a floodplain is authorized for development, the volume of space occupied by the authorized fill or structure below the base flood elevation shall be compensated for and balanced by an hydraulically equivalent volume of excavation taken from below the base flood elevation at or adjacent to the development site. All such excavations shall be constructed to drain freely to the watercourse. No area below the water line of a pond or other body of water can be credited as a compensating excavation. Calculations shall be provided demonstrated conformance with this requirement. PREVIOUS COMMENT NOT ADDRESSED 4. Per Chapter 175-15.C(3) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters. Sanitary sewer and storm drainage systems for buildings that have openings below the base flood elevation shall be provided with automatic backflow valves or other automatic backflow devices that are installed in each discharge line passing through a building's exterior wall. NOT ADDRESSED, REQUIRES COMPLETED FLOOD STUDY WITH MAPPING. 5. Main will become public. Each building shall be equipped with a separate meter and backflow prevention provided on the domestic water and fire supply. PREVIOUS COMMENT NOT ADDRESSED 6. The water main and sanitary sewer MUST be designed in accordance with Town of Cortlandt Standards, the New York State Sanitary Code and the Recommended Standards for Wastewater Facilities and Water Works (10 States), latest edition. PREVIOUS COMMENT NOT ADDRESSED 7. A written request addressed to the Town Supervisor and Town Board must be submitted by the applicant regarding the main water extensions. This request must identify all utilities and infrastructure proposed for dedication to the Town. PREVIOUS COMMENT NOT ADDRESSED 8. The applicant must prepare and submit a Map, Plan and Report (MPR) to the Town for the water facilities. PREVIOUS COMMENT NOT ADDRESSED Page 7 Page 3 9. Please provide a letter from the Town’s Water Division indicating that the water system has the capacity to provide finished water storage to the project after all other committed flows. PREVIOUS COMMENT NOT ADDRESSED 10. Applicant to remit payment for water extension fees. Fees will be agreed upon prior to submission based upon the following: PREVIOUS COMMENT NOT ADDRESSED a. Water main extension fee is $4,000 plus $2 per gallon of estimated consumption for commercial entities. 11. The Yeshiva was incorporated into the Peekskill Sanitary Sewer District 2022. The initial sanitary flow was 16,000 based on the existing bedroom count and student population. The current application to construct a new dormitory building is proposing an increase of approximately 9,500 gpd (actual to be determined based upon Engineer’s Report. Based upon correspondence with DOTS. Westchester County Department of Environmental Facilities will require inflow and infiltration (I&I) mitigation at a ratio of 1:1 for the increase in flow. PREVIOUS COMMENT NOT ADDRESSED 12. Provide vehicle maneuvering plans for refuse vehicles. PREVIOUS COMMENT NOT ADDRESSED 13. The NYS DEC has taken jurisdiction of the onsite wetlands, and the applicant is pursuing an Article 24 permit with DEC. The applicant shall provide the Town Planning Board copies of correspondence with the NYSDEC regarding their jurisdictional determination and any permit to disturb wetlands or adjacent areas. 14. Provide a legend for all plans. Some sheets are still missing legends. PREVIOUS COMMENT NOT ADDRESSED 15. Provide a Phasing and Construction Plan for proposed dorm and existing buildings to be altered outlining the sequencing of project work, pedestrian corridors, and how student population housing will be managed during the on-site improvements. PREVIOUS COMMENT NOT ADDRESSED 16. Due to the concerns raised related to the safety of the students walking alongside Furnace Wood Road, provide traffic-calming options along Furnace Wood Road for the benefit of the students. PREVIOUS COMMENT NOT ADDRESSED Plans 1. Sheet 1 of 15 – Accessible routes from the dorms and living quarters to cafeteria shall be depicted and adequate slope conformance provided. This will require depicting proposed grading and spot elevations, to confirm slope. A slope of 5.3 % is shown which exceeds maximum allowable slope of 5% for an ADA path. PREVIOUS COMMENT NOT ADDRESSED. 2. Sheet 1 of 15 – Adequate slopes for ADA accessible spaces shall be demonstrated as well as accessible routes to building entries from said spaces. This will require additional contours and spot elevations at the end and beginning of each parking space to demonstrate compliance with maximum allowable ADA parking slope of 2%. PREVIOUS COMMENT PARTIALLY ADDRESSED. 3. Sheet 1 of 15 – The Campus Population table is not displaying properly on this sheet. 4. Sheet 2 of 15 – Identify path of construction access and limits construction fence outside of the Town Wetland to accommodate the removal of the building located south of the existing chalet. PREVIOUS COMMENT NOT ADDRESSED. 10. Sheet 3 of 15 – Please call out areas where new curbing, asphalt, and sidewalks are proposed. Use shading to decipher proposed vs existing asphalt and sidewalks. Provide a visually distinct delineation between existing asphalt and proposed asphalt. PREVIOUS COMMENT PARTIALLY ADDRESSED. 11. Sheet 3 of 15 – Relocate proposed storage building to minimize impact into the wetland buffer. Remove portions of concrete slab in buffer and restore with lawn to assist in managing post -development flows. PREVIOUS COMMENT NOT ADDRESSED. Page 8 Page 4 12. Sheet 4 of 15 –Maximum fire access drive slope is 10%. Grading revisions will need to be made to accommodate the slope. PREVIOUS COMMENT PARTIALLY ADDRESSED. 13. Sheet 4 of 15 – Depict how roof leaders will be connected to the on-site drainage system for all improvements and provide pipe sizes and slopes for all improvements. PREVIOUS COMMENT PARTIALLY ADDRESSED 14. Sheet 4 of 15 – Depict how the proposed stormwater basin will discharge. PREVIOUS COMMENT PARTIALLY ADDRESSED. 15. Sheet 4 of 15 – Proposed grading is depicted within the NYSDEC wetland for the fire truck turn around and floodplain mitigation. Please provide correspondence from the NYSDEC approving this. 16. Sheet 4 of 15 – Provide contours and spot elevations for new sidewalks between Dallas Building and Chalet Building, surrounding the new dormitory, and courtyard; spot elevations on the west side of dormitory; contours on east side of dormitory; and spot elevations between the proposed dormitory and staff building to decipher flow of runoff. PREVIOUS COMMENT PARTIALLY ADDRESSED. 17. Sheet 4 of 15 – Provide top and bottom elevations for all walls. PREVIOUS COMMENT NOT ADDRESSED 18. Sheet 4 of 15 – Label all watermain tees, hydrants, and valves. PREVIOUS COMMENT NOT ADDRESSED 19. Sheet 4 of 15 – Label all rim and invert elevation of drainage structures. 20. Sheet 4 of 15 – Show the analyzed floodplain elevation. 21. Sheet 5 of 15 – The sequencing notes indicate the construction of a sediment trap during the course of construction, which appears to be at location of stormwater management basin. Plan should identify outlet of trap and provide calculations for sizing the depth and area of disturbance being captured. Also provide details of sediment trap. PREVIOUS COMMENT PARTIALLY ADDRESSED. 22. Sheet 6 of 15 – Future easement width varies on the plan. Town requested a of 20-ft wide easement along the center of the sanitary sewer main for the benefit of the Town of Cortlandt in the event the Town is required to take ownership of the sanitary sewer main. Please rectify and call out as such. PREVIOUS COMMENT NOT ADDRESSED 23. Sheet 6 of 15 – Provide source of rim and invert elevation at pump station and datum used to determine said elevations. PREVIOUS COMMENT NOT ADDRESSED 24. Sheet 6 of 15 – Label the station and elevation of each crossing in the profile. PREVIOUS COMMENT NOT ADDRESSED 25. Sheet 6 of 15 – Provide stationing and invert connections of all lateral connections along the proposed new sanitary line. PREVIOUS COMMENT NOT ADDRESSED 26. Sheet 6 of 15 – It appears the existing on-site sanitary sewer laterals are intended to connect to the proposed new sanitary line. How was the elevation of each connection verified? Please call out existing laterals as existing laterals. PREVIOUS COMMENT NOT ADDRESSED 27. Sheet 6 of 15 - There are 4-inch SDR 35 sewer service entering SMH-7 and sewer lateral entering SMH 2. The inverts should be verified and shown on profile to confirm adequacy of proposed connections. PREVIOUS COMMENT NOT ADDRESSED 28. Sheet 6 of 15 – The type of pipe, length, and slope of proposed dormitory connection should be identified on the plan. There shall be no bends in the sanitary lateral between the building and proposed point of new sanitary connection. 29. Sheet 6 of 15 – Provide invert elevations and slopes of all new service connections. PREVIOUS COMMENT NOT ADDRESSED 30. Sheet 6 of 15 – Revisit the rim elevations of the sanitary manholes in the profile to ensure they correlate to the grading plan. 31. Sheet 6 of 15 – Provide calculations of the velocity of flow within the gravity sewer mains. PREVIOUS COMMENT NOT ADDRESSED Page 9 Page 5 32. Sheet 6 of 15 – Grease traps have been added to the plans. A sampling manhole is required prior to the connection to the proposed sanitary line. Also provide inverts, rims, and slopes of pipes for grease trap. PREVIOUS COMMENT NOT ADDRESSED 33. Sheet 7 of 15 – Stationing does not align with tick marks. 34. Sheet 7 of 15 – a straight section of watermain 20-ft in length shall be centered on the 8-inch sanitary crossing, with a minimum separation of 1.5-ft at approximately Station 3+50. 35. Sheet 7 of 15 – A few pipe symbols do not align with stationing leaders. 36. Sheet 7 of 15 - Hydrant at southwest corner of the building should be located on the southern side of the pavers. 37. Sheet 7 of 15 – Depict utility crossings, hydrants, and service connection including their stations and inverts on watermain profile. PREVIOUS COMMENT PARTAILLY ADDRESSED 38. Sheet 7 of 15 – Provide minimum cover depth on watermain profile. PREVIOUS COMMENT NOT ADDRESSED 39. Sheet 7 of 15 – A 2-inch domestic feed to the dormitory is proposed. As the building will be designed to accommodate 320 students, confirm the adequacy of the domestic service. Also, confirm the adequacy if 4-inch service with Project Architect/MEP to accommodate fire service. PREVIOUS COMMENT NOT ADDRESSED 40. Sheet 8 of 15 – Provide the proposed slopes and elevations of the roadway to be revised to accommodate fire trucks and along the access aisle west of the proposed dormitory building PREVIOUS COMMENT PARTIALLY ADDRESSED 41. Sheet 9 of 15 – Provide fire truck detail and turning template on plan. PREVIOUS COMMENT PARTIALLY ADDRESSED 42. Sheet 9 of 15 – The area apparatus turning movement is not contained within the roadway or encroached upon a retaining wall at a number of locations and should expand the roadway and remove obstructions to accommodate movements. For example, the fire truck path is shown outside the edge of pavement west of the Dakota building and in conflict with the retaining wall near the Texas Building. PREVIOUS COMMENT PARTIALLY ADDRESSED 43. Sheet 9 of 15 – Provide documentation that grass pavers can support the weight of the aerial apparatus. Also include signs in the area indicating no stockpiling of snow or parking in the grass paver area. NOT ADDRESSED Page 10 Page 6 44. Sheet 9 of 15 – The maximum allowable slope along the path of a fire access shall be 10%. Re-grade to between 314 and 316 to accommodate the required slopes. PREVIOUS COMMENT PARTIALLY ADDRESSED 45. Sheet 11 of 15 - Provide specifications for topsoil and permanent and temporary vegetative cover. PREVIOUS COMMENT NOT ADDRESSED 46. Sheet 11 of 15 - Provide maintenance requirements for each of the erosion and sediment control measures. PREVIOUS COMMENT NOT ADDRESSED 47. Sheet 11 of 15 – Combine water notes on Sheet 11 and 12 and remove duplicate notes. Also review notes on Sheet 11 as the notes reference subdivision. Incorporate all water notes from June 25, 2025 comment letter. Notes should indicate no leakage is permitted for water main pressure testing. PREVIOUS COMMENT NOT ADDRESSED 48. Sheet 11 of 15 – Provide trench details for stormwater pipe. PREVIOUS COMMENT NOT ADDRESSED 49. Sheet 11 of 15 – Remove the wet tap detail and provide a Town of Cortlandt standard gate valve assembly detail. PREVIOUS COMMENT NOT ADDRESSED 50. Sheet 11 of 15 - Provide details of retaining wall (east of staff housing), parking and traffic signage, sidewalk, curbing, landscaping, lighting, grass pavers, trench saw cut and repair, ADA ramps, lighting, etc. PREVIOUS COMMENT NOT ADDRESSED 51. Sheet 11 of 15 – Trenches shall be a minimum of 12-inches on either die of the pipe. Remove the 6- inch minimum callout. Also, NYSDOT Item 304.14 shall extend to the bottom of pavement subbase. 52. Sheet 11 of 15- Add the following notes to the watermain trench detail: a. Compact backfill to 95 relative material compacted dry density at optimum moisture in 8-inch lifts. b. Recycled Fill/Item 4 is not permitted as Backfill. c. When determined by DOTS, and as directed, remove unsuitable material and backfill with NYSDOT Item 304.14 or 3/4 inch crushed stone. Compact in 6-inch lifts. 53. Sheet 12 of 15 - Provide maintenance requirements for each of the erosion and sediment control measures added to this sheet. 54. Sheet 13 of 15 –Revise and resubmit grease trap with bedding and backfill requirements, structure volume, dimensions of structure area, depth from bottom of inlet and outlet tee to bottom of structure, vent, cover specifications, material composition of grease trap and confirmation it can handle loading from aerial apparatus truck. Please clarify why pipes protrude from the inlet and outlet baffles. 55. Sheet 14 of 15 - Update grease trap calculations to depict all fixtures, assigned fixture units per Table E 103.3 (2) of the NYS Plumbing Code, and determine demand based upon Table E103.3 (3) of the plumbing code. Provide a fixture plan. 56. Sheet 14 of 15 – Provide filter fabric around the stone infiltration trench 57. Sheet 14 of 15 – The infiltration trench detail appears to depict a perforated underdrain. The Applicant should clarify the intent of this and include it in the model if necessary. 58. Sheet 14 of 15 – The infiltration trench detail should be revised to include the grass filter strip and any other pretreatment practices proposed, as well as detailing and specifying the engineering soils used to construct the infiltration trench. Means of preventing seeps or breakouts shall also be provided. Refer to section 6.3.1 and Table 6.12 of the NYS DEC SWDM. 59. Sheet 14 of 15 – Revised the stone material to indicate a no 2 clean washed stone in the infiltration trench. 60. Sheet 14 of 15 – As per the detail on page 6-36 of the NYS DEC SWDM, provide a 4” pea gravel top surface and 6” perforated observation well in the infiltration trench design. An alternative to a pea gravel top layer is topsoil and lawn. Page 11 Page 7 61. Sheet 14 of 15 – Indicate a 24-inch minimum separation to groundwater and bedrock is required from the bottom of stone for the infiltration trench detail. 62. Sheet 14 of 15 – Provide bedding and backfill requirements for the hydrodynamic separator. It also appears notes and a key are missing from the details. 63. Sheet 15 of 15 – Sections of the proposed walking trail traverse through the on-site NYSDEC wetland. Due to the potential for standing water and saturated soil within wetland areas, the location of the trail should be reevaluated. 64. Sheet 15 of 15 – What will be the surface of the trail and how will it be constructed? Since portion of trails considered within the wetland and on-site buffer, does NYSDEC permit application consider such improvements? SWPPP 1. Provide a figure depicting the watershed area used in the 100-year flood evaluation presented in Appendix D. 2. The applicant should perform soil testing in the vicinity of the proposed infiltration system. The results of this testing should be added to the SWPPP. 3. Based on the predeveloped watershed mapping, it appears that areas of Furnace Dock Road should be included in the pool watershed. These areas are diverted to the north in the post-developed conditions. The analysis should be expanded to determine what impact diverting runoff to the north may have on offsite areas. 4. The project results in an increase in impervious cover. Areas of new impervious are directed to a first defense unit for treatment. The applicant should provide documentation verifying the first defense unit meets the treatment requirements for new impervious areas (80% TSS removal) and associated park water quality discharge. If the selected practice does not meet the required TSS removal or peak water quality discharge, other practices should be substituted. 5. Areas of new impervious shall be directed toward an acceptable runoff reduction practice. 6. Provide calculations associated with the sizing of practices associated with redevelopment activities in accordance with Chapter 9.2.1 of the NYS DEC SWDM. Provide a watershed map delineating the existing impervious areas and redeveloped areas. 7. For the portion of the site classified as redevelopment Runoff Reduction Volume (RRv) should be provided for the new impervious areas. Provide calculations shows the minimum RRv requirements are met for the site. It is recommended that supporting documentation utilize the NYSDEC Runoff Reduction Worksheets on their website. 8. Provide the HydroCAD model for the predeveloped condition in the SWPPP. 9. The existing watershed maps show a small area adjacent to the pool house not captured by either the pool watershed or the dorm watershed. Revise the mapping as necessary and update the calculations as needed. 10. The NYS DEC Stormwater Design Manual states a grass filter strip should be provided as pretreatment for an infiltration trench provided when runoff is conveyed via sheet flow. The filter strip should be sized per table 6.13 of the NYS SWDM. Based on the approach length of asphalt on the plan, it does not appear the required length has been provided. Consider implementation of a gravel diaphragm to meet pretreatment requirements. This should be sized based on the infiltration rate of in-situ/natural soils. 11. The applicant should review section 6.3.1 of the NYS DEC SWDM to ensure the requirements of infiltration practices in engineering fill materials are met. 12. The stormwater detention pond shows a bottom elevation of 307.9 in the HydroCAD model. This is lower than the lowest outlet in the stormwater basin. The basin should be modeled as a wet pond with a Page 12 Page 8 standing water elevation of 308.1 to match the outlet elevation of ES-3. Alternatively, the applicant may provide a low flow orifice outlet at this location to dewater the pond between storm events. 13. The allowable bottom of the infiltration trench to be considered for storage shall be 310.3 which is 2 feet above the analyzed floodplain. 14. The 100-flood elevation has been calculated to reach 308.28 during the 100-year storm event. Therefore, runoff would back up into the proposed stormwater basin in the 100-year storm event, the HydroCAD model should be updated to reflect the impacts of flood elevations on the stormwater management practices. 15. The HydroCAD model indicates the outlet for the stormwater basin, pond 2P is an 8” culvert with downstream discharge at an elevation of 307.6. Based on the plans, it does not appear that the outlet can be constructed as intended. In addition, the plans depict a ~150’ long outlet culvert where the model includes only a 60’ culvert. Revise the plans and HydroCAD model for consistency. The outlet should discharge above the analyzed floodplain elevation. 16. The HydroCAD model does not include an infiltration rate for Pond 8P. Following the required soil testing, update the report to include this discarded flow. 17. The SWPPP should be updated to include sizing calculations to show the required WQv and RRv are provided by the proposed stormwater management system. 18. The SWPPP should be updated to include sample inspections reports for the proposed stormwater management practices and erosion control measures during construction. 19. The SWPPP should be updated to include a completed NYS DEC Notice of Intent. 20. The SWPPP should be updated to include a copy of the GP-0-25-001. 21. The SWPPP should be updated to describe how the proposed post developed stormwater management practices meet the climate change requirements established in Part III.A.2 of the GP-0-25-001. 22. Runoff from the new sidewalks and building additions between the existing Sanctuary and Dallas building should be captured and treated prior to discharge. FUTURE RESUBMITTAL FROM THE APPLICANT SHALL INCLUDE A LETTER LISTING THE COMMENTS ABOVE AND THEIR RESPONSE TO EACH COMMENT. Page 13 CIARCIA ENGINEERING, P.C. 360 Underhill Avenue • Yorktown Heights • New York 10598 (914) 245-0123 Fax (914) 245-5670 Mr. Chris Kehoe, AICP February 18, 2026 Deputy Director Director of Planning and Community Development Town of Cortlandt Town Hall One Heady Street Cortlandt Manor, New York 10567 Re: Yeshiva Ohr Hameir (the “Yeshiva”) 141 Furnace Woods Road; Cortlandt Manor, NY 10567 Site Plan Submittal Dear Chris: As requested, enclosed is the latest site plan set for the Yeshiva Ohr Hameir campus. This set of plans consists of the following sheets: 1. Yeshiva Ohr Hameir Proposed Dormitory & Sanctuary Addition dated February 18, 2026 (cover sheet). 2. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Project Information, dated 11-17-2025, last revised 2-18-2026 (sheet 1 of 16). 3. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Existing / Demolition Plan, dated 3-27-2012, last revised 2-18-2026 (sheet 2 of 16). 4. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Site Plan, dated 8-19- 2025, last revised 2-18-2026 (sheet 3 of 16). 5. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Grading & Utility Plan, dated 3-4-2024, last revised 2-18-2026 (sheet 4 of 16). 6. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Erosion Control Plan, dated 3-4-2024, last revised 2-18-2026 (sheet 5 of 16). 7. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Sewer Design, dated 3-4-2024, last revised 2-9-2026 (sheet 6 of 16). 8. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Storm Design, dated 3-4-2024, last revised 2-8-2026 (sheet 7 of 16). 9. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Watermain, dated 10-13-2025, last revised 2-9-2026 (sheet 8 of 16). 10. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed Road Profile, dated 3-24-2024, last revised 2-18-2025 (sheet 9 of 16). 11. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Fire Protection Plan Fire Truck Turning Analysis, dated 10-13-2025, last revised 2-18-2026 (sheet 10 of 16). 12. Amended Site Plan Prepared for Yeshiva Ohr Hameir, 2025 Fire Code Figure D103.1 Analysis, dated 10-13-2025, last revised 2-18-2026 (sheet 11 of 16). Page 14 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 2 13. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 3-4- 2024, last revised 2-9-2026 (sheet 12 of 16). 14. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 10-13- 2025, last revised 2-9-2026 (Sheet 13 of 16). 15. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Sewer Details, dated 3-4-2024, last revised 2-8-2026 (Sheet 14 of 16). 16. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 1- 26-2026, last revised 2-8-2026 (Sheet 15 of 16) 17. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Walking Trails, dated 6-11-2025, last revised 2-18-26 (sheet 16 of 16). 18. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Plan, dated 2- 18-26 (sheet LT-1). 19. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Lighting Details, dated 2-18-26, (sheet LT-2). 20. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Walking Trail, prepared by Tim Miller Associates, dated 11-3-2025, (sheet T1) 21. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Landscape Plan, prepared by Tim Miller Associates, (sheet L1). 22. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Summary of Proposed Mitigation Measures, prepared by Tim Miller Associates, dated 11-3-2025, last revised 2-18-2026 (sheet T1). 23. Also enclosed is the Stormwater Pollution Prevention Plan (SWPPP), dated February 6, 2026, last revised February 18, 3026. LaBella, the Town’s engineering consultant, provided a review memo dated February 11, 2026, for our plan set dated February 9, 2026. The responses below are only for the comments that were highlighted by the consultant as critical issues. The following is in response to those comments: Administrative Comment 2: The portions of the proposed improvements are located with Zone A Floodplain, as shown on the Flood Insurance Rate Map # 36119C0019F. Zone A does not have a base flood elevation determined. Per Chapter 175-17.E, within Zone A, when no base flood elevation data is available, the lowest floor (including basement) shall be elevated at least three feet above the highest adjacent grade. Modify finish floor elevations should be depicted on the pans to confirm with the Town Code. Page 15 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 3 Response 2: A portion if the property is located within Zone A. FEMA maps Zone A using approximate techniques. Comparing the site topography to Zone A boundaries, it is clear that the Zone A was mapped using inaccurate topographic information. FEMA mapped the area directly across Maple Avenue as Zone AE. This AE area represents the 100-year flood elevation based on HEC-RAS modeling, and the 100-year flood elevation was determined to be 307. The 100-year flood elevation on the Yeshiva Ohr Hameir (YOH) property was determined using hydrology modeling. The watershed was modeled based on the area tributary to the culvert and a portion of the watershed functioning as a detention pond using the culvert under Maple Avenue as a control structure. The analysis is included in the Stormwater Pollution Prevention Plan (SWPPP) determined the 100-year flood elevation to be approximately 308.3. Comment3: Per Chapter 175-14.B(3) whenever any portion of a floodplain is authorized for development, the volume of space occupied by the authorized fill or structure below the base flood elevation shall be compensated for and balanced by an hydraulically equivalent volume of excavation taken from below the base flood elevation at or adjacent to the development site. All such excavations shall be constructed to drain freely to the watercourse. No area below the water line of a pond or other body of water can be credited as a compensating excavation. Calculations shall be provided demonstrated conformance with this requirement. Response 3: The revised plans propose an area near the former ski lift building to compensate for the floodplain volume displaced by the proposed improvements. A note summarizing the floodplain mitigation is provided on the site plan (Sheet 3 of 16). Comment 13: The NYS DEC has taken jurisdiction of the onsite wetlands, and the applicant is pursuing an Article 24 permit with DEC. The applicant shall provide the Town Planning Board with copies of correspondence with the NYSDEC regarding their jurisdictional determination and any permit to disturb wetlands or adjacent areas. Response 13: Steve Marino from Tim Miller Associates (TMA) has met with the NYSDEC to discuss the project scope. We are hoping to have written correspondence from the NYSDEC in advance of the next Planning Board meeting indicating their conceptual approval of the proposed buffer encroachments. The applicant has been waiting for the final site plan changes to be completed before submitting the Article 24 permit application. A mitigation plan prepared by Tim Miller Associates (sheet M1) is included in this submittal. Page 16 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 4 PLANS Comment 1: Sheet 1 of 15 – Accessible routes from the dorms and living quarters to cafeteria shall be depicted and adequate slope conformance provided. This will require depicting proposed grading and spot elevations, to confirm slope. A slope of 5.3 % is shown which exceeds maximum allowable slope of 5% for an ADA path. Response 1: Revised spot elevations have been provided. The slope along the assessable path has been reduced to 4.5%. Comment 2: Sheet 1 of 15 – Adequate slopes for ADA accessible spaces shall be demonstrated as well as accessible routes to building entries from said spaces. This will require additional contours and spot elevations at the end and beginning of each parking space to demonstrate compliance with maximum allowable ADA parking slope of 2%. Response 2: Additional spot elevations have been added to the plan to demonstrate compliance with ADA requirements. Comment 12: Sheet 4 of 15 – Maximum fire access drive slope is 10%. Grading revisions need to be made to accommodate the slope. Response 12: The main site driveway has been regraded to reduce the slope. The driveway has also been widened to 26 feet. Comment 13: Sheet 4 of 15 – Depict how roof leaders will be connected to the on-site drainage system for all improvements and provide pipe sizes and slopes for all improvements. Response 13: The locations of the roof drains are depicted on the revised plans. Pipe sizes and slopes are provided on the revised plans. The pool building has a flat roof and roof drains will be internal. Comment 14: Sheet 4 of 15 - Depict how the proposed stormwater basin will discharge. Response 14: The discharge from the basin is shown on the revised plans. Comment 15: Sheet 4 of 15 - Proposed grading is depicted within the NYSDEC wetland for the fire truck turn around and floodplain mitigation. Please provide correspondence from the NYSDEC approving this. Response 15: We anticipate having correspondence from the NYSDEC indicating their conceptual approval of the proposed buffer disturbances. Comment 19: Sheet 4 of 15 – Label all rim and invert elevations of drainage structures. Page 17 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 5 Response 19: The revised plans include rim and invert elevations on the Proposed On- Site Storm Design plan (Sheet 7 of 16). Comment 20: Show the analyzed floodplain elevation. Response 20 The computed 100-year floodplain is indicated on the site plan (Sheet 3 of 16) Comment 41: Sheet 9 of 14 – Provide fire truck detail and turning template on plan. Response 41: The drive through analysis based on the Mohegan Fire Department’s ladder truck incorporates the turning template for that truck. The turning template is provided on the Fire Protection Plan, Fire Truck Turning Analysis sheet (Sheet 10 of 16)/ Comment 42: Sheet 9 of 15 – The area apparatus turning movement is not contained within the roadway at a number of locations and should expand the roadway and remove obstructions to accommodate movements. For example, the current access aisle width and wall east of cafeteria obstructs fire access to the Tex Building. Response 42: The wall is being relocated and the pavement widened in this location. During the site visit, Fire Department personnel indicated that they would handle a fire at Texas with ladders, and the trucks would not drive up to the building. Comment 44: Sheet 9 of 15 – The maximum allowable slope along the path of a fire access shall be 10%. Re-grade to between 314 and 316 to accommodate the required slopes. Response 44: The driveway has been regraded in this area to ensure a slope less than 10%. Comment 57: Sheet 14 of 15 – The infiltration trench detail appears to depict a perforated underdrain. The Applicant should clarify the intent of this and include it in the model if necessary. Response 57: The infiltration trench detail has been revised to eliminate the underdrain and include a pea gravel diaphragm upstream of the practice. The revised detail is provided on the Misc Details sheet (Sheet 15 of 16) Comment 61: Sheet 14 of 15 – Indicate a 24-inch minimum separation to groundwater and bedrock is required from the bottom of stone for the infiltration trench detail. Response 61: The trench drain detail has been revised to address this comment. Page 18 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 6 SWPPP Comment 1: Provide a figure depicting the watershed area used in the 100-year flood evaluation presented in Appendix D. Response 1: A figure depicting the watershed used for the 100-flood analysis is provided in the revised SWPPP. Comment 2: The applicant should perform soil testing in the vicinity of the proposed infiltration system. The results of this testing should be added to the SWPPP. Response 2: Soil testing will be performed to demonstrate the feasibility of the proposed stormwater management practices. Comment 3. Based on the predeveloped watershed mapping, it appears that areas of Furnace Dock Road should be included in the pool watershed. These areas are diverted to the north in the post-developed conditions. The analysis should be expanded to determine what impact diverting runoff to the north may have on offsite areas. Response 3: A stone wall along Furnace Woods Road keeps the gutter flow out of the pool watershed. Additionally, a diversion swale located on the north side of the pool building is proposed to direct runoff from undisturbed areas away from the watershed being treated. Comment 4: The project results in an increase in impervious cover. Areas of new impervious are directed to a first defense unit for treatment. The applicant should provide documentation verifying the first defense unit meets the treatment requirements for new impervious areas (80% TSS removal) and associated park water quality discharge. If the selected practice does not meet the required TSS removal or peak water quality discharge, other practices should be substituted. Response 4: Approvals for the First Defense unit are provided in the appendix of the revised SWPPP. Comment 5: Areas of new impervious shall be directed toward an acceptable runoff reduction practice. Response 5: New impervious areas are directed toward either the First Defense unit or the infiltration trench. In addition, the permeable paver area for the fire truck turn around was designed to capture the 25-year storm. Although that watershed was not modeled, the paver practice has the capacity to capture and treat 3,200 cu.ft. of runoff. Page 19 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 7 Comment 6: Provide calculations associated with the sizing of practices associated with redevelopment activities in accordance with Chapter 9.2.1 of the NYS DEC SWDM. Provide a watershed map delineating the existing impervious areas and redeveloped areas. Response 6: The revised SWPPP addresses this comment. Comment 7: For the portion of the site classified as redevelopment Runoff Reduction Volume (RRv) should be provided for the new impervious areas. Provide calculations shows the minimum RRv requirements are met for the site. It is recommended that supporting documentation utilize the NYSDEC Runoff Reduction Worksheets on their website. Response 7: The RRv worksheet is provided in the appendix of the revised SWPPP. Comment 8: Provide the HydroCAD model for the predeveloped condition in the SWPPP. Response 8: The model for the predevelopment condition is provided in the revised SWPPP. Comment 9: The existing watershed maps show a small area adjacent to the pool house not captured by either the pool watershed or the dorm watershed. Revise the mapping as necessary and update the calculations as needed. Response 9: The existing and proposed watersheds are identical. The approach was used to simplify modeling. There is no logical design point to analyze due to the topography of the site. Comment 10: The NYS DEC Stormwater Design Manual states a grass filter strip should be provided as pretreatment for an infiltration trench provided when runoff is conveyed via sheet flow. The filter strip should be sized per table 6.13 of the NYS SWDM. Based on the approach length of asphalt on the plan, it does not appear the required length has been provided. Consider implementation of a gravel diaphragm to meet pretreatment requirements. This should be sized based on the infiltration rate of in-situ/natural soils. Response 10: The revised infiltration detail includes a pea grave diaphragm. Comment 11: The applicant should review section 6.3.1 of the NYS DEC SWDM to ensure the requirements of infiltration practices in engineering fill materials are met. Response 11: Minor grading will be required to set the bottom of the infiltration trench. Percolation tests will be conducted once the fill has been placed. Page 20 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 8 Comment 12: The stormwater detention pond shows a bottom elevation of 307.9 in the HydroCAD model. This is lower than the lowest outlet in the stormwater basin. The basin should be modeled as a wet pond with a standing water elevation of 308.1 to match the outlet elevation of ES-3. Alternatively, the applicant may provide a low flow orifice outlet at this location to dewater the pond between storm events. Response 12: The 307.9 elevation was a check on the model’s method for computing pond volume. This elevation was removed from the model. Comment 13: The allowable bottom of the infiltration trench to be considered for storage shall be `310.3 which is 2 feet above the analyzed floodplain. Response 13: The infiltration trench was designed for water quality treatment. The practice is not being utilized for peak attenuation. The design maximizes treatment during the majority of storm events. The permeable pavers have also been designed to capture runoff beyond the water quality volume (WQv) in that area. The stone volume of the permeable paver practice is sufficient to capture and treat the 25-year storm. Comment 14: The 100-flood elevation has been calculated to reach 308.28 during the 100-year storm event. Therefore, runoff would back up into the proposed stormwater basin in the 100-year storm event, the HydroCAD model should be updated to reflect the impacts of flood elevations on the stormwater management practices. Response 14: The basin has been designed to provide peak attenuation during most rainfall scenarios. The site topography limits a practical solution to this issue. Comment 15: The HydroCAD model indicates the outlet for the stormwater basin, pond 2P is an 8” culvert with downstream discharge at an elevation of 307.6. Based on the plans, it does not appear that the outlet can be constructed as intended. In addition, the plans depict a ~150’ long outlet culvert where the model includes only a 60’ culvert. Revise the plans and HydroCAD model for consistency. The outlet should discharge above the analyzed floodplain elevation. Response 15: The pond outlet has been addressed on the revised plans. Due to the many site constraints, storage to mitigate the 100-year storm is not practical. The pond will provide floodplain volume in the 100-year storm scenario. Comment 16: The HydroCAD model does not include an infiltration rate for Pond 8P. Following the required soil testing, update the report to include this discarded flow. Page 21 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 9 Response 16: The revised report will consider percolation once the data is available. Comment 17: The SWPPP should be updated to include sizing calculations to show the required WQv and RRv are provided by the proposed stormwater management system. Response 17: The WQv and RRv calculations are provided in the appendix. Comment 18: The SWPPP should be updated to include sample inspections reports for the proposed stormwater management practices and erosion control measures during construction. Response 18: Sample inspection forms are provided in the appendix. Comment 19: The SWPPP should be updated to include a completed NYS DEC Notice of Intent. Response 19: The Notice of Intent will be provided in the final version of the SWPPP. Comment 20: The SWPPP should be updated to include a copy of the GP-0-25-001. Response 20: The general permit will be provided in the final version of the SWPPP. Comment 21: The SWPPP should be updated to describe how the proposed post developed stormwater management practices meet the climate change requirements established in Part III.A.2 of the GP-0-25-001. Response 21: The revised SWPPP addresses this comment. Comment 22: Runoff from the new sidewalks and building additions between the existing Sanctuary and Dallas building should be captured and treated prior to discharge. Response 22: The reconfigured sidewalks in this area have only a minor change in impervious surfaces. The ski lift building is within this watershed and being demolished. The existing walkways and the ski lift building have a combined impervious cover area of 1,996. The new sidewalks and the Chalet addition add 2,613 sq.ft. This is a negligible increase. It should be noted that a portion of the Chalet roof runoff will be directed to the permeable paver practice. Page 22 Mr. Chris Kehoe, AICP February 18, 2026 Yeshiva Ohr Hameir Page 10 Should you have any questions or require additional information, please call. Sincerely, Daniel A. Ciarcia DAC: mc Page 23 YESHIVA OHR HAMEIR PROPOSED DORMITORY & DINING HALL MODIFICATION FEBRUARY 18, 2026 NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY THOMAS & IZUMI CORRELL NOW OR FORMERLY NOW OR FORMERLY SOO YOUNG YANG MATTHEW LAWRENCE KARABAIC 44.12-2-1 PETER HERPICH JORGE G. INGA SARI 44.8-5-3 44.8-5-24 44.12-2-34 NOW OR FORMERLY 44.8-5-25 MATTHEW LAWRENCE NOW OR FORMERLY WOO KARABAIC DAVID RAYMOND GRAFE DS 44.8-5-24 44.12-2-35 E N AC FUR ROAD 4 7 20' 1H 3 NOW OR FORMERLY DIANA MANHEIMER- 1H TAYLOR 44.12-1-4 4 2 ENTRANCE C L CLEAR INSIDE CAB LEGTH CLEAR INSIDE CAB WIDTH ENTRANCE CL L C NOW OR FORMERLY SARAH B. GILLEN & ROBERT B. JERSEY 26" 44.12-1-6.2 NOW OR FORMERLY NANCY L. BOUTROSS 44.12-3-5 2H 13 NOW OR FORMERLY PICCIANO ENTERPRISES LLC. 44.8-6-9.4 JEFFREY L. SHUCHAT & JACQUELINE K. TURNER 44.12-3-2 NOTE: THERE SHALL BE NO DEVIATION OF THE APPROVED PLANS WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE DIRECTOR OF TECHNICAL SERVICES OR OTHER AUTHORIZED INDIVIDUALS. FAILURE TO COMPLY WILL BE GROUNDS FOR THE ISSUANCE OF A "STOP WORK ORDER'. NOW OR FORMERLY J.D. SUPP NEEDS T O'CONNOR 44.12-3-1 LANDS OF THE COUNTY OF WESTCHESTER 44.11-1-1 NOW OR FORMERLY CRISTIAN GARCIA NOW OR FORMERLY 44.12-1-2 36 MONTROSE STATION ROAD NOW OR FORMERLY LANDS OF 44.12-1-1 THE TOWN OF CORTLANDT 44.12-1-7 OWNER: SITE ENGINEER: ATTORNEYS: SURVEYOR: ENVIROMENTAL CONSULTANT: ARCHITECT: YESHIVA OHR HAMEIR CIARCIA ENGINEERING, P.C. ZARIN & STEINMETZ TC MERRITTS LAND TIM MILLER ASSOCIATES, INC. WEISZ ARCHITECTS 141 FURNANCE WOODS ROAD 360 UNDERHILL AVENUE 81 MAIN STREET 10 NORTH STREET 1515 FOREST AVENUE #101 CORTLANDT MANOR, NY 10567 YORKTOWN HEIGHTS, NY 10598 WHITE PLAINS, NY 10601 SURVEYORS COLD SPRINGS, NY 10516 LAKEWOOD, NJ 08701 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS (914) 245-0123 (914) 682-7800 (845) 265-4400 (732) 202-5455 DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE 394 BEDFORD ROAD, PLEASANTVILLE, NY 10570 NEW YORK STATE EDUCATION LAW. Page 24 16 SHEET NUMBER ZONING DISTRICT: R-40 & UNIVERSITY, COLLEGE OR SEMINARY (307-50) TOWN NOTES: EXISTING PROPOSED EXISTING CAMPUS POPULATION TABLE 1. ALL DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR OVERALL TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DESCRIPTION REQ'D DODGE CITY DORMITORY SANCTUARY SITE BLDG BLDG BUILDING 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL 1 MIN. LOT AREA 25 ACRES 37.18 ACRES NO CHANGE NO CHANGE NO CHANGE IMPROVEMENTS TO BE DEDICATED TO THE TOWN OF CORTLANDT FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE DEDICATION. MIN. FRONTAGE 200 FEET 896.5 FEET NO CHANGE NO CHANGE NO CHANGE THIS SHALL INCLUDE TOPOGRAPHY AND UTILITY ELEVATIONS. MIN. FRONT YARD 100 FEET 49.0 FEET 186.7 193.9 280.3 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL ON-SITE IMPROVEMENTS FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF ORIGINAL DATE: 11/17/2025 4 TOWN COMMENTS 2-18-26 1 MISC. REVISIONS 12-17-25 100 FEET 244 FEET 496.1 472.7 386.4 CERTIFICATE OF OCCUPANCY. THIS SHALL INCLUDE TOPOGRAPHY AND 2 MISC REVISIONS 1-26-26 MIN. SIDE YARD 3 MISC. REVISIONS 2-9-26 UTILITY ELEVATIONS. MIN. REAR YARD 100 FEET 775 FEET 969.8 944.4 989.2 PROJECT NUMBER: 4. PRIOR TO THE BACKFILLING OF ANY STORM WATER BEST MANAGEMENT MAX. BLDG HEIGHT 70 FEET <35 FT 30 FEET 51.3 FT 28.4 FT PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. MAX. BLDG STORIES 2-21 2-1/2 2 3 2 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS MAX. BLDG COVERAGE 25% 3.3% 27,126 S.F. 48,228 SF 9,047 S.F. UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED MIN. LANDSCAPED COVER 50% 78.0% PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED TO TOWN’S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE 5 PARKING PROVIDED - 35 + 3 HANDICAP SPACES FORWARDED TO THE TOWN’S PLANNING BOARD ENGINEER FOR REVIEW AND APPROVAL. BUILDING CODE ANALYSIS 6. PRIOR TO ACCEPTANCE OF THE ROAD AND DRAINAGE FACILITIES, THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS ENGINEER THAT THE PROPERTY DATA COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING OR DOWNSTREAM PROPERTIES. PROPERTY OWNER CONGREGATION YESHIVA OHR HAMEIR APPLICANT CONGREGATION YESHIVA OHR HAMEIR 7. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN OF 141 FURNACE WOODS ROAD LOCATION CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER CORTLANDT MANOR, NY 10567 COUNTY DEPARTMENT OF HEALTH. TAX MAP DATA SECTION 44.12 BLOCK 1 LOT 3.1 4.5%ENC ' LOSURE CIARCIA ENGINEERING, P.C. 8. THERE SHALL NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK SITE AREA 37.182 ACRES PROPOSED CRUSHER OR SIMILAR EQUIPMENT ON-SITE. PAVEMENT 9. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES (DOES). SURVEY DATA YORKTOWN HEIGHTS, NY 10598 10. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND GRADES. 360 UNDERHILL AVENUE WATSON. 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). 11. NOTIFY DOTS 48 HOURS PRIOR TO INITIATING WORK. 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. (914) 245-0123 12. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. COMMUNITY DATA 13. BACKFLOW PREVENTION DEVICES SHALL BE DESIGN AND INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF SCHOOL DISTRICT: HENDRICK HUDSON APPROVED BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR NEAREST SCHOOL: BLUE MOUNTAIN MIDDLE SCHOOL (0.6 MILES) DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND BUILDING CODE FIRE DISTRICT: MOHEGAN LAKE FIRE DISTRICT NEAREST FIREHOUSE: 3 MILES NEAREST PARK: BLUE MOUNTAIN (ADJACENT) 3 ZONING DATA PERMITTED USES ("PERMITTED BY RIGHT"): CHURCH OR OTHER PLACE OF WORSHIP INLUDING RELIGIOUS INSTRUCTION; PRIVATE SCHOOL OFFERING PROPOSED COURSES IN GENERAL INSTRUCTION. BUILDING PROJECT INFORMATION PLANNING BOARD NOTES 1. THE SEWER LINE WILL BE DESIGNED WITH SUFFICIENT CAPACITY, AS DETERMINED BY THE DEPARTMENT OF TECHNICAL SERVICES, TO ACCOMODATE PROPERTIES ALONG, AND IN THE IMMEDIATE VICINITY OF, THE ROUTE OF THE PROPOSED SEWER LINE. 2 2. AT THE TIME OF BUILDING PERMIT APPLICATION, THE APPLICANT SHALL INSPECT AND REMOVE ALL DEAD, DISEASED AND/OR RELOCATED HAZARDOUS TREES THAT COULD IMPACT THE PROPANE TOWN ROAD AND/OR RIGHT OF WAY OF OIL 4.8% FURNACE WOODS ROAD FOR A DISTANCE OF TANK 50 FEET FOR THE ENTIRE FRONTAGE OF THE TANK APPLICANT'S PROPERTY. SAID TREE INSPECTION WILL BE CONDUCTED BY A TOWN APPROVED ARBORIST. PROPOSED PROPOSED 3. AT TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY THE APPLICANT SHALL CURB TRASH CONSTRUCT AN ON-SITE WALKING PATH TO 4.5%ENC ' LOSURE THE SATISFACTION OF THE DIRECTOR OF TECHNICAL SERVICES. PROPOSED PAVEMENT FEMA DATA 1. PORTION OF SITE IS WITHIN FEMA ZONE A. 2. AREA ON NORTH SIDE OF MAPLE AVENUE IS IN FEMA ZONE AE WITH AN ESTABLISHED 100-YEAR ELEVATION OF 307 FT. 2.0% AMMENDED SITE PLAN THE 100-YEAR FLOOD ELEVATION ON THE PROPERTY WAS DETERMINED TO BE 308.3 BASED ON HYDROLOGY MODELING. REPLACE YESHIVA OHR HAMEIR 2H ASPHALT PAVEMENT Prepared For 13 LEGEND EXISTING SIDEWALK PROPOSED SIDEWALK ADA ACCESS PATH DORMITORY CHALET ADA ACCESS DINING HALL ADA ACCESS UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=20' SCALE: 1"=20' NEW YORK STATE EDUCATION LAW. Page 25 16 SHEET NUMBER BUILDING DEMOLITION NOTES CONSTRUCTION NOTES: GENERAL NOTES LEGEND 1. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF INDUSTRIAL NYS CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION AND THE FIRE CODE OF NYS CHAPTER 14 CODE RULE 753 REGULATIONS. EXCAVATORS AND CONTRACTORS MUST CONTACT FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. DIG SAFELY NEW YORK (STAKEOUT REQUESTS: 1-800-962-7962 OR 811) AT LEAST 48 2. ALL INTERIOR WALL FOOTINGS AND FOUNDATIONS AND ANY OTHER BELOW-GRADE STRUCTURES TO 2 HOURS IN ADVANCE OF ANY MECHANIZED DIGGING OR EXCAVATION WORK TO BE REMOVED SHALL BE EXCAVATED, REMOVED AND ANY VOID CREATED BE BACKFILLED WITH SELECT COMPACTED FILL MATERIAL, COMPACTED TO 98% UNDER BUILDING SLAB AND FOUNDATIONS, ENSURE UNDERGROUND UTILITY LINES ARE MARKED AND 95% UNDER PAVEMENT. 2. CONTRACTOR SHALL IDENTIFY ALL EXISTING UNDERGROUND UTILITIES WITHIN THE 3. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS REMOVED AND NOT SALVAGED, LIMITS OF WORK. ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK SHALL BE INCLUDING ALL EXCAVATED MATERIAL, OFF-SITE AND IN A LEGAL MANNER. DISCONNECTED PRIOR TO COMMENCEMENT OF ANY WORK. REMOVAL NOTES 4 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 11-17-25 9 TOWN COMMENTS 2-18-26 6 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 3/27/2012 4. CONTRACTOR SHALL USE CARE DURING DEMOLITION TO AVOID DISTURBING OR DAMAGING 3. THE CONTRACTOR SHALL INSTALL TEMPORARY MESH CONSTRUCTION FENCE TO 2 MISC. REVISIONS 6-11-25 3 MISC. REVISIONS 8-19-25 7 MISC. REVISIONS 1-26-26 1 MISC. REVISIONS 4-18-25 8 MISC. REVISIONS 2-9-26 ADJACENT ABOVE-GRADE OR SUBGRADE STRUCTURES, FACILITIES, CURBS, PAVEMENTS, AND PROTECT ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE. PERIMETER FENCING, WALLS OR LANDSCAPING, ETC. ANY DAMAGE RESULTING FROM THIS WORK 4. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, BOTH ABOVE AND PROJECT NUMBER: WILL BE RESTORED AT THE CONTRACTOR'S EXPENSE. TR* 8 MAPLE 5. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE ROOT SYSTEMS OF EXISTING BELOW THE SURFACE, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES TREES TO REMAIN. BULK MATERIAL, EQUIPMENT, OR VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIP LINE OF ANY TREE. WHEN NECESSARY, THE CONTRACTOR SHALL SURVEY DATA BETWEEN THE INFORMATION SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S FIELD REPRESENTATIVE AND/OR ENGINEER PRIOR TR* 8 MAPLE EXCAVATE BY HAND WITHIN THE DRIP LINE OF EXISTING TRESS, OR AS DIRECTED BY THE OWNER'S 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND TO COMMENCING WORK. FIELD REPRESENTATIVE. WATSON. 6. IN AREAS DESIGNATED FOR EXCAVATION, ALL EXISTING PAVEMENTS AND STRUCTURES SHALL BE 5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). REMOVED ACCORDING TO THE PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE OWNER'S REGULATIONS GOVERNING THE WORK. THE CONTRACTOR SHALL COORDINATE 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. FIELD REPRESENTATIVE. DEMOLITION WITH THE (T) CORTLANDT APPLICABLE AGENCIES, UTILITY COMPANIES, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, EXCAVATING, AND DISPOSING OF ALL AND/OR SUB-CONTRACTORS. MATERIALS INDICATED FOR REMOVAL ACCORDING TO THE SITE REMOVALS PLAN. 6. THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS AND/OR UTILITY 8. THE OWNER & CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING WORK. COMPANIES MAY BE WORKING IN THE AREA AT THE SAME TIME. THE CONTRACTOR SHALL COORDINATE WORK SUCH THAT THERE ARE NO CONFLICTS IN OPERATION. 7. ABOVE OR BELOW GROUND TANKS, SHOULD ANY EXIST, MUST BE PROPERLY EMPTIED, CLEANED AND REMOVED. REMOVAL OF UNDERGROUND TANKS MAY REQUIRE A TANK PERMIT FROM TOWN OF CORTLANDT BUILDING DEPT. WETLANDS FLAGGING CONFIRMATION ON WHETHER SOIL REMEDIATION IS REQUIRED SHALL BE PROVIDED, SHOULD UNDERGROUND TANKS BE DISCOVERED AND REMOVED. 1. STATE WETLANDS BOUNDARY FLAGGED BY STEVEN MARINO FROM TIM MILLER S 20° 22' 30" E ASSOCIATES AND CONFIRMED BY SARAH A. PAWLICZAK FROM NYSDEC ON JUNE 7, 72.43' S 26° 25' 10" E 8. THE OWNER SHALL OBTAIN AND PROVIDE AN ASBESTOS ABATEMENT CERTIFICATE 2023 AND SEPETMBER 19, 2024. TO THE TOWN OF CORTLANDT BUILDING DEPARTMENT INDICATING THAT IN THE S 32° 00' 30" E 24.61' S 8° 53' 10" E 2. TOWN OF CORTLANDT WETLANDS FLAGGED BY PAUL J. JAEHNIG ON AUGUST 7, EVENT ASBESTOS IS DISCOVERED WITHIN STRUCTURES, IT WAS PROPERLY CIARCIA ENGINEERING, P.C. 67.13' 84.10' S 20° 22' 20" E ENCAPSULATED AND REMOVED OFF SITE. 2025 8.70' 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. WOO S 2° 30' 50" W DS 22.11' S 16° 06' 40" W S 17° 21' 10" E S 43° 35' 30" E S 21° 15' 30" E 39.13' 22.83' S 1° 50' 40" E X S 43° 58' 10" E 8.04' S 10° 55' 50" E 10.36' S 23° 17' 00" E 140.03' CE S 46° 28' 50" E YORKTOWN HEIGHTS, NY 10598 59.11' 14.30' N A 52.95' S 36° 33' 30" E 37.99' X S 24° 17' 20" E S 35° 45' 00" E FUR X ROAD 360 UNDERHILL AVENUE S 32° 03' 40" E 23.99' 11.35' 17.34' FM S 17° 26' 50" E 36.70' EXISTING WALL TO S 20° 57' 30" E S 15° 44' 10" E X 24.78' BE REMOVED S 28° 07' 00" W FM 65.00' FM BUILDINGS TO X FM (914) 245-0123 FM 104.12' BE REMOVED 20.16' FM X X FM FM FM 83.52' FM FM 20.60' S 16° 06' 10" E 0' APPROXIMATE LOCATION OF S 30° 17' 40" E FM 25.17' 48.8 FM EXISTING 1" COPPER WATER WALK AND 22.76' FM PAVEMENT TO SERVICE TO REMAIN S 38° 23' 20" E FM N 81° 03' 20" E BE REMOVED FM FM 19.65' 102.52' FM FM FM APPROXIMATE LOCATION OF FM FM FM S 78° 42' 00" W EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM 62.32' X FM X X N 8° 59' 00" W S 65° 01' 50" W 2' 53.7 110.00' BUILDING AND 167.88' X STAIRS TO BE REMOVED EXISTING WALL TO BE REMOVED X N 84° 13' 30" E 33.40' X UTILITY POLE PAVEMENT TO BE REMOVED EXISTING / DEMOLITION TO BE REMOVED X X S 3° 22' 40" E WALK TO BE REMOVED X X 116.36' N 64° 01' 40" E 13 STAIRS AND WALLS TO BE REMOVED S 36° 24' 45" W ISLAND TO 14.13' BE REMOVED PLAN EXISTING WATER EXISTING METER TO BE BASKETBALL RELOCATED BACKBOARDS TO S 53° 44' 10" W BE REMOVED 45.67' ASPHALT TO 2.55' BE REMOVED W PAVEMENT TO BE REMOVED EXISTING SSDA AREA 'D' TO BE ABANDONED TREES TO BE REMOVED (TYP.) BUILDING X FOUNDATION TO BE REMOVED X N 59° 42' 30" E 172.39' EXISTING SSDA AMMENDED SITE PLAN AREA 'C' TO BE ABANDONED YESHIVA OHR HAMEIR FEMA ZONE A UTILITY POLE TO BE REMOVED BUILDING TO BE REMOVED Prepared For SEPTIC TANK AND PUMP WET WELL APPROXIMATE FEMA TO BE PUMPED ZONE AE 100-YEAR AND FILLED WITH ELEVATION 308.3 SAND UTILITY POLE TO BE REMOVED PAVEMENT TO BE REMOVED N 59° 04' 10" E 228.92' X:\Details\811Eng_ver_BW.jpg UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 26 FLOODPLAIN MITIGATION ANALYSIS 16 SHEET NUMBER LEGEND TOTAL AREA OF DISPLACED FLOODPLAIN 10,905 SQ.FT. AVERAGE ELEVATION OF FILLED AREA 307.0 FT. TOTAL FLOODPLAIN DISPLACEMENT 10,905 CU.FT. 3 TOTAL MITIGATION FLOODPLAIN MITIGATION AREA 14,903 SQ.FT. AVERAGE ELEVATION OF MITIGATION AREA 307.2 FT. TOTAL FLOODPLAIN MITIGATION 11,922 CU.FT. 2 TOWN COMMENTS 11-17-25 1 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 1-26-26 6 TOWN COMMENTS 2-18-26 3 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 8/19/2025 5 MISC. COMMENTS 2-9-26 PROJECT NUMBER: 2H LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS E YORKTOWN HEIGHTS, NY 10598 NAC FUR 360 UNDERHILL AVENUE ROAD FM FM FM FM (914) 245-0123 FM FM FM FM 4 FM FM 7 FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM WIDENING FM FM FM 20' FM FM FM FM FM 1H FM FM E 3 AL SW N O SI V ER DI PROPOSED BUILDING 1H PROPANE TANK 4 PROPANE TANK 2 RELOCATED PROPANE TANK PROPOSED PROPOSED CURB TRASH ENCLOSURE PROPOSED SITE PLAN 26" PAVEMENT PROPOSED CURB PROPOSED ON-SITE WALKING TRAIL PROPOSED PROPOSED GUIDERAIL SIDEWALK HVAC OIL TANK AMMENDED SITE PLAN YESHIVA OHR HAMEIR PROPOSED ON-SITE WALKING TRAIL REPLACE Prepared For 2H ASPHALT PAVEMENT APPROXIMATE FEMA ZONE AE 100-YEAR ELEVATION 308.3 13 APPROXIMATE FEMA PROPOSED ON-SITE 100-YEAR FLOOD WALKING TRAIL 0.42 MI ELEVATION 308.3 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 27 LEGEND 16 SHEET NUMBER 4 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 8 TOWN COMMENTS 2-18-26 6 TOWN COMMENTS 1-26-26 5 MISC. REVISIONS 12-17-25 7 TOWN COMMENTS 2-9-26 2 MISC. REVISIONS 4-18-25 1 MISC. REVISIONS 3-28-25 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: W W W W W SMH-2 CIARCIA ENGINEERING, P.C. PROPOSED NEW W WATER VALVES WOO W DS W E W YORKTOWN HEIGHTS, NY 10598 C NA W FUR ROAD 360 UNDERHILL AVENUE W FM W FM FM FM (914) 245-0123 FM W FM FM FM 4 FM W FM 20' 7 20' FM W WATERMAIN APPROXIMATE LOCATION OF FM EASEMENT FM EXISTING 1" COPPER WATER FM W SERVICE TO REMAIN FM FM W FM FM FM 20' FM W W APPROXIMATE LOCATION OF FM FM W FM W EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN W FM FM W SMH-1 E 3 AL SW W N PROPOSED 2"COP SIO DOMESTIC SERV PER W ER ICE V DI W 1H W W W PROPOSED 4"DIP W W W CL54 FIRE SERVICE W 4 W PROPOSED 4"DIP PROPOSED 2"COP GRADING & UTILITY PLAN W CL54 FIRE SERVICE PER W 2 W W DOMESTIC SERV ICE SMH-2 W YD-2 W W W W W W W W W W W W W W W W W W CB-2 W W W W W W W W W W W W W W W W W W W W W 26" W SMH-5 W W W W SMH-6 W W W W W W YD-4 W CB-1 W YD-3 W SMH-3 W W CB-4 SMH-4 W FD-1 W PROPOSED GUIDERAIL SMH-7 W W YD-1 W W W W W W W W W W AMMENDED SITE PLAN W CB-3 W PROPOSED YESHIVA OHR HAMEIR HYDRANT W PROPOSED 4"DIP TEMPORARY CONS W W W W TRUCTIO N FENCE CL54 FIRE SERVICE W W W W W W W W W W W W W W W W PROPOSED 2"COP Prepared For DOMESTIC SERV PER 2H ICE APPROXIMATE FEMA ZONE AE 100-YEAR ELEVATION 308.3 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 TEMPORARY CONSTRUCTION FENCE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 28 CONSTRUCTION SCHEDULE 5. INSTALL SEDIMENT TRAP IN THE LOCATION SHOWN ON THE PLAN. ONCE SEDIMENT HAS REACHED THE LEGEND 16 SHEET NUMBER LEVEL INDICATED ON THE SEDIMENT MARKER(SIX INCHES), IT SHALL BE REMOVED FROM THE SEDIMENT BASIN. SEDIMENT EXCAVATED FROM THE BASIN SHALL NOT BE STOCKPILED AND SHALL BE REMOVED 18. CONSTRUCT REMAINDER OF BUILDING, DRIVEWAY AND PARKING AREAS. FIRST INSTALL CURBS, ASPHALT PRIOR TO THE BEGINNING OF ANY SITE WORK THE MAJOR FEATURES OF THE CONSTRUCTION MUST BE FIELD STAKED IMMEDIATELY FROM THE SITE. BINDER, AND CONCRETE SIDEWALK. ONCE BINDER COURSE IS INSTALLED, DRAINAGE OUTLET MAY BE BY A LICENSED SURVEYOR. THESE INCLUDE THE BUILDING, LIMITS OF DISTURBANCE, UTILITY LINES, AND 6. BEGIN ROUGH GRADING THE SITE. CONTRACTOR TO LIMIT EXPOSURE OF DENUDED SOILS BY PROVIDING UNBLOCKED. STORMWATER PRACTICES. TEMPORARY STABILIZATION FOR WORK AREAS THAT WILL REMAIN UNDISTURBED FOR OVER SEVEN (7) 19. BACKFILL CURBS, GRADE, PLACE FINAL SOIL TOPPING AND PUT IN PLACE PERMANENT VEGETATIVE COVER OVER DAYS. CHIPPED ROCK THAT IS NOT SUITABLE TO REMAIN ON SITE SHALL BE HAULED AWAY AND PROPERLY ALL DISTURBED AREAS, LANDSCAPE BEDS, SLOPES, ETC. 5 DISPOSED OF AN AREA HAS BEEN PROVIDED FOR THE STOCKPILING OF REMOVED SOIL AND ROCK WHICH IS 20. ONCE SITE STABILIZATION HAS TAKEN PLACE (AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL 1. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AN OWNER OR OPERATOR SHALL HAVE EACH CONTRACTOR STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 80% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT TO BE REMOVED FROM THE SITE. AND SUBCONTRACTOR, THAT HAS BEEN IDENTIFIED AS BEING RESPONSIBLE FOR IMPLEMENTATION OF THE NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND 7. ROUGH GRADE BUILDINGS, DRIVEWAY, AND PARKING AREA. STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IDENTIFY AT LEAST ONE EMPLOYEE FROM THEIR COMPANY SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS), REMOVE ALL 8. BEGIN CONSTRUCTION OF BUILDING. (TRAINED CONTRACTOR) THAT HAS RECEIVED 4 HOURS OF ENDORSED E&SC TRAINING. THE TRAINED TEMPORARY EROSION AND SEDIMENT CONTROLS, UNPLUG THE DRAINAGE SYSTEM TO ALLOW RUNOFF TO ENTER 9. BEGIN THE EXCAVATION AND INSTALLATION OF THE STORMWATER MANAGEMENT SYSTEM. PROTECT TRENCHES CONTRACTOR MUST BE ON SITE DAILY WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PERFORMED AND WILL BE THE STORMWATER MANAGEMENT SYSTEM. 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 AND OPEN EXCAVATIONS FROM EROSION. ENTRY INTO THE SYSTEM SHALL BE BLOCKED OFF UNTIL SITE 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 RESPONSIBLE FOR IMPLEMENTATION OF THE PRACTICES INCLUDED IN THE SWPPP. 6 TOWN COMMENTS 2-9-26 HAS REACHED FINAL STABILIZATION. ONCE SYSTEM HAS BEEN INSTALLED, BACKFILL, SEED WHERE NECESSARY, LOD LOD LOD 2 MISC. REVISIONS 6-11-25 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 2. AN OWNER OR OPERATOR OF A REGULATED CONSTRUCTION PROJECT, HALL HAVE A QUALIFIED INSPECTOR AND REINSTALL MEASURES TO CORDON OFF THE SYSTEM FROM DISTURBANCE. CONDUCT SPECIFIC SITE INSPECTIONS. QUALIFIED INSPECTORS WHO WORK ON THESE SITES (I.E., INDIVIDUALS WINTER STABILIZATION NOTES: 10. DURING SITE CONSTRUCTION MAINTAIN AND RE-ESTABLISH AS REQUIRED EROSION CONTROL AND WORKING UNDER DIRECT SUPERVISION OF, AND AT THE SAME COMPANY AS, A LICENSED PROFESSIONAL PROJECT NUMBER: STABILIZATION MEASURES AS REQUIRED BY THE SITE PLAN AND DETAILS. ENGINEER OR REGISTERED LANDSCAPE ARCHITECT OF NYS) ARE REQUIRED TO COMPLETE 4 HOURS OF E&SC IF CONSTRUCTION ACTIVITIES ARE EXPECTED TO EXTEND INTO OR OCCUR DURING THE WINTER SEASON THE 11. EXCAVATE TO THE SUB-GRADE LEVEL. SCARIFY THE EXISTING SOIL TO A DEPTH OF 12-INCHES BY ROTOTILLING OR TRAINING UNDER THE GENERAL PERMIT. CONTRACTOR SHALL ANTICIPATE PROPER STABILIZATION AND SEQUENCING. CONSTRUCTION SHALL BE OTHER MEANS ACCEPTABLE TO THE ENGINEER. INSTALL ALL COURSES OF STONE AS PER THE SPECIFICATIONS 3. A LICENSED SURVEYOR MUST DEFINE INFRASTRUCTURE LOCATIONS, LIMITS OF DISTURBANCE, SEQUENCED SUCH THAT WHEREVER POSSIBLE AREAS OF DISTURBANCE THAT CAN BE COMPLETED AND GIVEN ON THE PLAN. STORMWATER BASIN LIMITS, AND GRADES IN THE FIELD PRIOR TO START OF ANY CONSTRUCTION. LIMITS PERMANENTLY STABILIZED SHALL BE DONE BY APPLYING AND ESTABLISHING PERMANENT VEGETATIVE COVER 12. INSTALL BASE COURSE OF ITEM 4 IN ALL PAVEMENT AREAS. STABILIZE ALL OPEN AREAS WITH SEED AND MULCH. OF DISTURBANCE SHALL BE MARKED WITH THE INSTALLATION OF CONSTRUCTION FENCE OR APPROVED EQUAL. BEFORE THE FIRST FROST. AREAS SUBJECT TO TEMPORARY DISTURBANCE THAT WILL NOT BE WORKED FOR AN 14. ONCE BASE COURSE HAS BEEN INSTALLED AND OPEN AREAS STABILIZED, BEGIN REMOVAL OF SEDIMENT THE EXTENTS OF THE STORMWATER MANAGEMENT SYSTEM SHALL BE CORDONED OFF TO MINIMIZE THE EXTENDED PERIOD OF TIME SHALL BE TREATED WITH TEMPORARY SEED, MULCH, AND/OR EROSION BLANKETS. TRAP. CLEAN OUT THE ACCUMULATED SEDIMENT AND ROUGH GRADE THE REMAINDER OF THE PARKING AREA. DISTURBANCE ON THIS AREA. 15. COMPLETE INSTALLATION OF STORMWATER MANAGEMENT SYSTEM. POST CONSTRUCTION MAINTENANCE: 4. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL 16. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AN OWNER OR OPERATOR SHALL HAVE EACH CONTRACTOR PLAN FOR THE PROJECT'S IMMEDIATE DISTURBANCE AREAS. THIS SHALL INCLUDE, BUT NOT LIMITED TO AND SUBCONTRACTOR, THAT HAS BEEN IDENTIFIED AS BEING RESPONSIBLE FOR IMPLEMENTATION OF THE SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES, CONSTRUCTION FENCE, ETC. INSTALL THE SEDIMENT Control to be Inspection Maintenance STORMWATER POLLUTION PREVENTION PLAN (SWPPP), IDENTIFY AT LEAST ONE EMPLOYEE FROM THEIR COMPANY Maintenance Procedure TRAP IN THE LOCATION SHOWN ON THE PLANS. THIS SEQUENCE MUST BE FOLLOWED TO INSURE PROPER Inspected Frequency Threshold Criteria (TRAINED CONTRACTOR) THAT HAS RECEIVED 4 HOURS OF ENDORSED E&SC TRAINING. THE TRAINED IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN (E&SC) AND STORMWATER POLLUTION CONTRACTOR MUST BE ON SITE DAILY WHEN SOIL DISTURBANCE ACTIVITIES ARE BEING PERFORMED AND WILL BE Drain Inlets/ Filter Insert Quarterly 3"+ accumulated sediment Remove debris and sediment annually. PREVENTION PLAN (SWPPP). CORDON OFF STORMWATER PRACTICES AS SHOWN ON THE E&SC PLAN TO PREVENT RESPONSIBLE FOR IMPLEMENTATION OF THE PRACTICES INCLUDED IN THE SWPPP. COMPACTION OF UNDERLYING SOILS. DURING CONSTRUCTION, RUNOFF WILL SHEET FLOW ACROSS THE SITE TO Detention Pond Annually 3"+ accumulated sediment Remove debris and sediment annually. 17. AN OWNER OR OPERATOR OF A REGULATED CONSTRUCTION PROJECT, HALL HAVE A QUALIFIED INSPECTOR THE PERIMETER WHERE IT WILL BE PASS THROUGH SILT FENCING. CONDUCT SPECIFIC SITE INSPECTIONS. QUALIFIED INSPECTORS WHO WORK ON THESE SITES (I.E., INDIVIDUALS 5. STRIP SITE, CLEAR VEGETATION, AND PLACE TOPSOIL IN STOCKPILE LOCATIONS SHOWN ON THE PLAN. WORKING UNDER DIRECT SUPERVISION OF, AND AT THE SAME COMPANY AS, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED LANDSCAPE ARCHITECT OF NYS) ARE REQUIRED TO COMPLETE 4 HOURS OF E&SC TRAINING UNDER THE GENERAL PERMIT. LOD CIARCIA ENGINEERING, P.C. LOD WOO LOD LOD DS LOD E YORKTOWN HEIGHTS, NY 10598 C NA SCE LO FUR LOD D ROAD 360 UNDERHILL AVENUE FM LOD FM FM LOD FM (914) 245-0123 FM FM FM FM FM LOD FM FM LOD APPROXIMATE LOCATION OF FM LO LOD D FM LOD EXISTING 1" COPPER WATER FM LOD SERVICE TO REMAIN LOD LO FM D LOD FM FM LOD FM FM 20' LOD FM APPROXIMATE LOCATION OF FM FM LO LO FM D LOD SCE D EXISTING 2" COPPER WATER FM LOD SERVICE TO REMAIN FM LOD LOD LOD FM LO LOD LO D D LOD LOD E LOD AL LOD LO LOD SW D LOD LOD N IO RS LOD LOD LOD LOD E LOD IV LOD D PROPOSED LOD LOD BUILDING LOD LOD LOD PROPANE LOD LOD LOD TANK LOD LOD LOD LOD D LOD EROSION CONTROL PLAN LO LOD LOD PROPANE LOD LOD TANK ENTRANCE L C CLEAR INSIDE CAB LEGTH CLEAR INSIDE CAB WIDTH ENTRANCE C L LOD LOD LOD LOD YD-2 LOD LOD LOD D L C LOD LO RELOCATED LOD LOD LOD PROPANE LOD TANK D CB-2 LOD LO PROPOSED LOD LO D LO TRASH D SCE ENCLOSURE LOD 26" LOD LOD LOD LO YD-4 D CB-1 YD-3 LO LOD LOD D LOD LO LOD D LOD CB-4 LOD FD-1 SCE D LO PROPOSED LOD SIDEWALK LOD LOD LOD LOD LOD LOD YD-1 LOD LOD LOD HVAC LO LOD LOD D LOD OIL L TANK OD LOD LOD LOD LOD AMMENDED SITE PLAN LOD LO LOD LOD D LOD LOD LOD CB-3 D LO LOD LOD LOD YESHIVA OHR HAMEIR LO D LOD LOD LO D TEMPORARY CONS TRUCTION FENCE LOD LO LOD LOD D Prepared For LOD LOD LOD LO LOD D LOD LO D APPROXIMATE FEMA LOD LIMIT OF DISTURBANCE LOD 100-YEAR FLOOD LOD LO D ELEVATION 308.3 4.43 ACRES LOD LOD LO LOD D LOD LOD TEMPORARY LO D LO D CONSTRUCTION FENCE LOD LOD LO D LOD LOD LOD LO D LO D LO LOD D UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 29 16 SHEET NUMBER PS SMH-1 SMH-2 SMH-3 SMH-4 SMH-5 SMH-6 SMH-7 6 3 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 1-26-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: I V. . UMPN 1 DRAFT 1-29-25 330 330 2 DRAFT3-3-2025REVP 320 320 310 310 CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 300 300 360 UNDERHILL AVENUE (914) 245-0123 290 290 -0+10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 1" = 40' H 1" = 8' V 44.8-5-24 44.12-2-35 E W AC 0+50.00 N X W FUR X ROAD W W X X FM W FM X X FM FM FM W FM FM W APPROXIMATE LOCATION OF FM PROPOSED FM EXISTING 1" COPPER WATER CURB PROPOSED ON-SITE FM W PROPOSED SERVICE TO REMAIN FM PAVEMENT FM W FM FM FM WIDENING SEWER DESIGN FM W W APPROXIMATE LOCATION OF FM FM W FM W EXISTING 2" COPPER WATER FM SERVICE TO REMAIN W FM X FM 0+00 0 .00 SMH-1 W 0.0 E 1+5 AL SW W N PROPOSED 2"COP SIO DOMESTIC SERV PER W ER ICE 1+0 DIV PROPOSED W 0.00 BUILDING W W PROPANE PROPOSED 4"DIP W W W W TANK CL54 FIRE SERVICE W W 2+0 PROPOSED 4"DIP 0.0PROPA 0 TANK NE W CL54 FIRE SERVICE PROPOSED 2"COP PER W W W CLEAR INSIDE CAB LEGTH DOMESTIC SERVICE SMH-2 ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL W YD-2 W CL W RELOCATED 2+ PROPANE W W W TANK 50 W W W W W W W W W W W W .00 W CB-2 W W W W X W W W W X PROPOSED W W PROPOSED W W W CURB W W W W TRASH W ENCLOSURE W W W PROPOSED W SMH-5 PAVEMENT 6+00.00 W W W W SMH-6 W 7+00.00 W PROPOSED W W CURB YD-4 W W W 3+ .00 00 CB-1 W 00 YD-3 .00 5+ AMMENDED SITE PLAN W SMH-3 3+ W 50 .00 4+00.00 W CB-4 SMH-4 YESHIVA OHR HAMEIR W FD-1 W PROPOSED PROPOSED GUIDERAIL SMH-7 SIDEWALK W 7+61.78 W YD-1 Prepared For W W W W W W HVAC W 4+50.00 W OIL X TANK W X W W CB-3 W PROPOSED HYDRANT W PROPOSED 4"DIP W W W W W W 5+5CL54 FIR 0.00 E SERVICE W W W W W W W 6+50.00 W W W W W W W REPLACE PROPOSED 2"COP ASPHALT DOMESTIC SERV PER ICE PAVEMENT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 30 16 SHEET NUMBER 7 3 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: I V. . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 330 330 320 320 310 310 CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 300 300 360 UNDERHILL AVENUE 0+00 0+50 1+00 1+50 1+90 (914) 245-0123 CAFETERIA BUILDING STORM PROFILE 1" = 40' H 1" = 8' V 44.8-5-24 44.12-2-35 E N AC X FUR X ROAD X X FM FM X X FM FM FM FM FM APPROXIMATE LOCATION OF FM PROPOSED FM EXISTING 1" COPPER WATER CURB PROPOSED ON-SITE FM PROPOSED SERVICE TO REMAIN FM PAVEMENT FM FM FM FM WIDENING STORM DESIGN FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM X FM E AL SW N SIO VER DI PROPOSED BUILDING PROPANE TANK PROPANE 0 0.0 TANK ENTRANCE CL CLEAR INSIDE CAB LEGTH CLEAR INSIDE CAB WIDTH ENTRANCE CL YD-2 0+0 CL RELOCATED PROPANE TANK CB-2 X X PROPOSED PROPOSED CURB TRASH ENCLOSURE PROPOSED PAVEMENT PROPOSED CURB YD-4 CB-1 YD-3 0 .00 1+0 AMMENDED SITE PLAN CB-4 YESHIVA OHR HAMEIR FD-1 39 PROPOSED PROPOSED 0. GUIDERAIL SIDEWALK 1+9 YD-1 Prepared For HVAC OIL X TANK X CB-3 TEMPORARY CONS TRUCTION FENCE REPLACE ASPHALT PAVEMENT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 31 16 SHEET NUMBER 8 WATERMAIN PROFILE WATERMAIN INSTALLATION STANDARDS 340 340 ORIGINAL DATE: 10/13/2025 ¾” ” 1 MISC. REVISIONS 12-17-25 2 TOWN COMMENTS 2-9-26 1" = 40' H 1" = 8' V PROJECT NUMBER: 330 330 4 5 3 320 320 310 310 CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 300 300 360 UNDERHILL AVENUE (914) 245-0123 290 290 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0+00.00 PROPOSED NEW W WATER VALVES WOO W DS W X E W AC N 0+50.00 X W R FU X ROAD W W X X W X X W 20' .00 20' PROPOSED ON-SITE W WATERMAIN APPROXIMATE LOCATION OF 0 EASEMENT EXISTING 1" COPPER WATER 1+0 W SERVICE TO REMAIN W 20' WATERMAIN W W W W APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO REMAIN W X .00 W SMH-1 0 E 1+5 AL SW W N PROPOSED 2"COP O PER SI DOMESTIC SERV W ER ICE V DI W W 2+00.00 W PROPOSED 4"DIP W W W W CL54 FIRE SERVICE W W PROPOSED 4"DIP W CL54 FIRE SERVICE PROPOSED 2"COP PER W W W CLEAR INSIDE CAB LEGTH DOMESTIC SERV ICE SMH-2 ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL W YD-2 W CL W W 2+ W W 50 W W W W W W W W W W W W .00 W CB-2 W W W W X W W W W X W W W W W W ¾” W W W W W W W 26" W SMH-5 W 3+ W W SMH-6 00 W W .00 W W W W W YD-4 W AMMENDED SITE PLAN CB-1 W YD-3 W 3+ SMH-3 ¾” W 50 ¾” YESHIVA OHR HAMEIR .00 W CB-4 SMH-4 W FD-1 W PROPOSED GUIDERAIL SMH-7 W Prepared For 4+00.00 W YD-1 W W W W W W W 4+50.00 W X W X W W CB-3 W 6+78.38 PROPOSED 5+ HYDRANT 00 W .0 PROPOSED 4"DIP 0 W W W W W 5+5CL 54 FIR 0.00 E SERVICE W 6+00.00 W W W W W W W 6+50.00 W W W W W W W PROPOSED 2"COP DOMESTIC SERV PER UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ICE DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 32 16 SHEET NUMBER 8 WATERMAIN PROFILE WATERMAIN INSTALLATION STANDARDS 340 340 ORIGINAL DATE: 10/13/2025 ¾” ” 1 MISC. REVISIONS 12-17-25 2 TOWN COMMENTS 2-9-26 1" = 40' H 1" = 8' V PROJECT NUMBER: 330 330 4 5 3 320 320 310 310 CIARCIA ENGINEERING, P.C. YORKTOWN HEIGHTS, NY 10598 300 300 360 UNDERHILL AVENUE (914) 245-0123 290 290 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 0+00.00 PROPOSED NEW W WATER VALVES WOO W DS W X E W AC N 0+50.00 X W R FU X ROAD W W X X W X X W 20' .00 20' PROPOSED ON-SITE W WATERMAIN APPROXIMATE LOCATION OF 0 EASEMENT EXISTING 1" COPPER WATER 1+0 W SERVICE TO REMAIN W 20' WATERMAIN W W W W APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO REMAIN W X .00 W SMH-1 0 E 1+5 AL SW W N PROPOSED 2"COP O PER SI DOMESTIC SERV W ER ICE V DI W W 2+00.00 W PROPOSED 4"DIP W W W W CL54 FIRE SERVICE W W PROPOSED 4"DIP W CL54 FIRE SERVICE PROPOSED 2"COP PER W W W CLEAR INSIDE CAB LEGTH DOMESTIC SERV ICE SMH-2 ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL W YD-2 W CL W W 2+ W W 50 W W W W W W W W W W W W .00 W CB-2 W W W W X W W W W X W W W W W W ¾” W W W W W W W 26" W SMH-5 W 3+ W W SMH-6 00 W W .00 W W W W W YD-4 W AMMENDED SITE PLAN CB-1 W YD-3 W 3+ SMH-3 ¾” W 50 ¾” YESHIVA OHR HAMEIR .00 W CB-4 SMH-4 W FD-1 W PROPOSED GUIDERAIL SMH-7 W Prepared For 4+00.00 W YD-1 W W W W W W W 4+50.00 W X W X W W CB-3 W 6+78.38 PROPOSED 5+ HYDRANT 00 W .0 PROPOSED 4"DIP 0 W W W W W 5+5CL 54 FIR 0.00 E SERVICE W 6+00.00 W W W W W W W 6+50.00 W W W W W W W PROPOSED 2"COP DOMESTIC SERV PER UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS ICE DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 33 16 SHEET NUMBER 9 3 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 340 340 PROJECT NUMBER: GRADE BREAK STA = 0+00.75 110.949VC I V. . UMPN 1 DRAFT 1-29-25 50.000VC 2 DRAFT3-3-2025REVP -6.4 6% ELEV = 324.091 330 330 50.000VC 81.738VC GRADE BREAK STA = 2+59.89 -3.48% 330 330 320 -8.9 320 6% ELEV = 310.139 0.19% 75.000VC -0.10% CIARCIA ENGINEERING, P.C. 320 -10 .81 320 310 310 % YORKTOWN HEIGHTS, NY 10598 360 UNDERHILL AVENUE -1.03% 310 310 300 300 (914) 245-0123 300 300 290 290 0+00 0+50 1+00 1+50 2+00 2+50 2+70 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V 0+00.00 W 0 OO BP: 0+00.0 DS PROPOSED ROAD PROFILE A CE FU RN ROAD .42 PC: 0+41 0+50.00 FM FM FM FM FM FM FM 4 FM 7 FM Mid: 0+6 8.51 FM PROPOSED FM CURB PROPOSED PAVEMENT FM .00 20' WIDENING 0 FM 0.0 0 FM 1+5 1+00. 1+0 FM 00 FM PT : 0+ FM 0+50. 1H 00 95. FM 0+00. 60 E 00 00 AL 3 SW 1+50.00 PC 2+00. O N : 1+ R SI 24. VE 08 DI PROPOSED BUILDING 1H Mid: 1+63.33 .57 PROPANE + 02 TANK :2 0 .0 PT 2+ 4 026+50 00 PROPANE TANK 2 .00 YD-2 2+70. RELOCATED PROPANE TANK CB-2 2+ PROPOSED PROPOSED 50 CURB TRASH ENCLOSURE .00 PROPOSED 26" PAVEMENT 4 PROPOSED 8.3 CURB +0 :3 3+ YD-4 PCCB-1 00 YD-3 .00 AMMENDED SITE PLAN 11 3 +36. Mid: CB-4 3+50.00 YESHIVA OHR HAMEIR FD-1 PROPOSED PROPOSED GUIDERAIL SIDEWALK PT: 3+63.89 YD-1 Prepared For 4+00.00 HVAC OIL TANK PT: 5+03.89 EP: 6+50.31 73 4+50.00 CB-3 7 7. + :4 PC:id4+51.56 M TEMPORARY CONS TRUCTION FENCE 5+00.0 0 5+50.00 6+00.00 REPLACE 6+ 6+50 50.0 .301 2H ASPHALT PAVEMENT 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=50' Page 34 16 SHEET NUMBER FIRE TRUCK DATA ADDITIONAL TOWN NOTES: 10 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 4 TOWN COMMENTS 2-9-26 PROJECT NUMBER: MOHEGAN FIRE DEPARTMENT LADDER TRUCK TEMPLATE ’ ’ CIARCIA ENGINEERING, P.C. WOO DS CE YORKTOWN HEIGHTS, NY 10598 Mohegan 43 A RN Mohegan 43 FU ROAD 360 UNDERHILL AVENUE FM FM FM FM (914) 245-0123 FM FM FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM FM FM FM 20' FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 3 1H 4 3 Mohegan 4 2 FIRE TRUCK TURNING ANALYSIS YD-2 FIRE PROTECTION PLAN CB-2 26" YD-4 CB-1 YD-3 CB-4 FD-1 Mohegan 43 PROPOSED GUIDERAIL YD-1 AMMENDED SITE PLAN CB-3 YESHIVA OHR HAMEIR TEMPORARY CONS TRUCTION FENCE Prepared For 2H 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 TEMPORARY CONSTRUCTION FENCE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 35 16 SHEET NUMBER 11 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 4 TOWN COMMENTS 2-9-26 PROJECT NUMBER: CIARCIA ENGINEERING, P.C. WOO X DS CE YORKTOWN HEIGHTS, NY 10598 A RN X X FU ROAD 360 UNDERHILL AVENUE FM X FM FM X FM (914) 245-0123 FM FM X X FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM FM FM 20' FM FM APPROXIMATE LOCATION OF FM FM FM 20' EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM X FM E 3 AL SW N O SI V ER DI 1H 4 2 X FIGURE D103.1 ANALYSIS X 38.6' 25' 2025 FIRE CODE 26' 20' 15' R26' 150' PROPOSED GUIDERAIL 26'WIDE AERIAL FIRE APPARATUS 26' ACCESS ROAD 150' 32.3' X 20' X AMMENDED SITE PLAN R28' PROPOSED PORUS PAVER YESHIVA OHR HAMEIR 60' ACCESS ROAD DEAD-END APPARATUSFIR E 26' ACCESS RO LENGTH 327AD ' Prepared For 2H 13 APPROXIMATE FEMA 100-YEAR FLOOD 20' ELEVATION 308.3 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 36 16 SHEET NUMBER WOVEN WIRE FENCE SYMBOL (MIN. 14 1/2 GAUGE 50'MIN. EXISTING SYMBOL W/ MAX. 6" MESH PAVEMENT 3' 5 OPTIONAL SEDIMENT BASIN DEWATERING 12 10' MAX. C. TO C. SPACING) :1 FLOW 6"MIN. DEVICE - I WITH 6" MIN. PERFORATED RISER 36" MIN. LENGTH FENCE FILTER MOUNTABLE BERM EXISTING POSTS DRIVEN MIN. 16" CLOTH PROFILE (OPTIONAL) GROUND CAP END UNLESS EQUAL TO INTO GROUND. OR GREATER THAN ELEV. OF 50'MIN. TOP OF FILL PRIMARY RISER CREST ANTI-VORTEX DEVICE 2 TOWN COMMENTS 10-13-25 HEIGHT OF FILTER 10'MIN. = 16" MIN. 1" PERFORATIONS 3 TOWN COMMENTS 2-9-26 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 EXISTING 2 1 MIN. 6" GROUND W RISER DIAMETER CMP FILTER CLOTH OVER 8" MIN. LO W PROJECT NUMBER: F O 12'MIN. EXISTING FLOW WIRE MESH FL 12'MIN. PAVEMENT FLOW APPROXIMATE ORIFICE PLATE PERSPECTIVE VIEW LOCATION PLAN VIEW MIN. 6" DIA. NYS DOT #2 STONE 10'MIN. 36" MIN. FENCE POST PIPE CORE CONTINUOUS BAND EXCAVATED AREA (AS REQUIRED) WOVEN WIRE FENCE (MIN. 14 1/2 BARREL GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS SIDE SLOPE 2:1 RISER BASE BASE PLATE (1/4") FLOW 4 5 SIZE: D+24 UNDISTURBED GROUND 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. PERFORATIONS OR SLITS MUST NOT BE MADE ANY LOWER THAN 6" ABOVE COMPACTED SOIL 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE EXCAVATED DEPTH TOP OF HORIZONTAL OUTFALL BARREL. 16"MIN. A 30 FOOT MINIMUM LENGTH WOULD APPLY). MIN. 1' TO A MAX. 2' WEEP HOLES GRAVEL SUPPORTED BY EMBED FILTER CLOTH BELOW TOP OF FOR HARDWARE CLOTH TO PERFORATIONS - 6" SPACING HORIZONTAL & A MIN. OF 6" IN GROUND. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4" INLET. DEWATERING ALLOW DRAINAGE AND RESTRICT VERTICAL LOCATED IN CONCAVE. SECTION VIEW 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT SEDIMENT MOVEMENT. POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. CONSTRUCTION SPECIFICATIONS OPTIONAL SEDIMENT BASIN DEWATERING 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DEVICE - II 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- POND STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS CONSTRUCTION SPECIFICATIONS EMBANKMENT CIARCIA ENGINEERING, P.C. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6" X 1/2" DIAM. ROD BOLTED OR IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. WELDED TO RISER FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 8" MIN. DIAMETER PERFORATED PIPE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL WRAPPED WITH FILTER 20' 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. MIN. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY CLOTH. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. 12"MIN. LAYER NYS DOT #2 STONE YORKTOWN HEIGHTS, NY 10598 MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH OUTFLOW 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES, STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 12"MIN. LAYER NYS DOT #2 STONE FILL EXCAVATION WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY 360 UNDERHILL AVENUE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. AND STABILIZE WITH PERMANENT SEEDING. CAP END WELDED OR CEMENTED JOINT 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN RAIN. MAXIMUM DRAINAGE AREA 1 ACRE OF PIPE (WITH ADAPTER IF NECESSARY) "BULGES" DEVELOP IN THE SILT FENCE. (914) 245-0123 U.S. DEPARTMENT OF AGRICULTURE STABILIZED ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE EXCAVATED DROP ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, RISER PIPE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, INLET PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DEWATERING DEVICES NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND VEGETATING DISTURBED AREAS. TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (HAVING LOW AVAILABLE MOISTURE FOR PLANTS), STONY, SALTY, HAVE LOW PERMEABILITY, OR ARE EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND TREE TRANSPLANTS. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL PLANTINGS. DETAILS TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, NON- VEGETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND REQUIRED DURATION OF USE. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. CATCH BASIN STORM DRAIN/ SOIL STOCKPILING N.T.S. SANITARY SEWER WATER MAIN CROSSING WATER SERVICE CONNECTION STORM/SANITARY SEWER AMMENDED SITE PLAN WATER LINE 10 FT. MIN. VALVES SHALL BE "MUELLER" SEPARATION YESHIVA OHR HAMEIR NON-RISING STEM Prepared For STORM SEWER/WATER SEPARATION WATER CONNECTIONS SECTION WATERMAIN BEDDING ALL THRUST BLOCKS SHALL BE A MINIMUM OF 3,500 PSI CONCRETE. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS THRUST BLOCK DETAIL DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. N.T.S. Page 37 16 SHEET NUMBER SYMBOL 13 CLEAN WATER DISCHARGE HOSE PUMP A ORIGINAL DATE: 10/13/2025 1 TOWN COMMENTS 2-9-26 EDGE OF DISTURBED AREA 12 - 18" PROJECT NUMBER: TYPICAL SECTION GROUND WATER GROUND TABLE WATER TABLE DRIP LINE PLAN 12"-24" DIAMETER PERFORATED CORRUGATED OR SIDE SLOPE 4 2 5 3 PVC PIPE VARIABLE NYS DOT #2 OR EQUIVALENT WASHOUT SIGN 12" CIARCIA ENGINEERING, P.C. WATERMAIN INSTALLATION STANDARDS CONCRETE WASHOUT STATION TREE PROTECTION FENCE ¾” ” CONSTRUCTION SPECIFICATIONS YORKTOWN HEIGHTS, NY 10598 1. PIT DIMENSIONS ARE VARIABLE. 360 UNDERHILL AVENUE 4"- 6" Instructions Staple Pattern (10 - 15cm) 2. THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 12-24" DIAMETER 1. Prepare soil before installing rolled erosion control Guide CORRUGATED OR PVC PIPE. (914) 245-0123 products (RECPs), including any necessary application of lime, fertilizer, and seed. Ground surface must be 12" (30 cm) free of debris, rocks, clay clods and raked smooth 4 - 6" 3. A BASE OF NYS DOT #2 OR EQUIVALENT AGGREGATE SHOULD BE PLACED IN THE sufficient to allow intimate contact of the RECP with Plan View 10 - 15 cm PIT TO A DEPTH OF 12". AFTER INSTALLING THE STANDPIPE, THE PIT SURROUNDING the soil over the entirety of the installation. 4 2. Begin at the top of the slope by anchoring the RECPs THE STANDPIPE SHOULD BE BACKFILLED WITH NYS DOT #2 OR EQUIVALENT AGGREGATE. 6" (15 cm) in a 6" (15 cm) deep X 6" (15 cm) wide trench. Anchor the RECPs with a row of staples/stakes/pins 4. THE STANDPIPE SHOULD EXTEND 12-18" ABOVE THE LIP OF THE PIT. spaced at ST apart in the bottom of the trench. ST Backfill and compact the trench after stapling and 5. IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM, 3B 2 fold the roll over downslope. Secure RECPs over ST LT compacted soil with a row of staples/stakes/pins THE STANDPIPE SHOULD BE WRAPPED WITH FILTERCLOTH BEFORE INSTALLATION. spaced at ST apart across the width of the RECPs. ST IT IS RECOMMENDED THAT 1/4"-1/2" HARDWARE CLOTH MAY BE PLACED AROUND THE 3. Roll the RECPs (A) down or (B) horizontally across the slope. RECPs will unroll with appropriate side against STANDPIPE, PRIOR TO ATTACHING THE FILTERCLOTH. the soil surface. All RECPs must be securely fastened WT to soil surface by placing staples/stakes/pins in Unroll Direction appropriate locations as shown in the staple pattern 4" OUTLET ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, guide. RollMax RECPs and ECBs should utilize Staple Pattern C, TRMs and VMax materials should utilize NEW YORK STATE DEPARTMENT OF TRANSPORTATION, DEWATERING NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, Staple Pattern D. 4. The edges of parallel RECPs must be stapled with Underneath Roll Roll Overlap NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SUMP PIT approximately 4" - 6" (10 - 15 cm) overlap. 4"- 6" 5. Consecutive RECPs spliced down the slope must Upper Roll (10 - 15cm) overlapped with the upstream mat atop the Pin / Staple / Twist Pin, as downstream mat (shingle style). The overlap should appropriate for field conditions be 4" - 6" (10 - 15 cm). 3A 6. At the terminal end, secure each mat across the Staple Pattern width with a row of staples/stakes/pins spaced at ST. 5 If exposed to flow, foot traffic, wind uplift or other disruption, trench the terminal end in as shown in Dimension C D TOWN OF CORTLANDT NOTES: detail. WT 30" (75 cm) 24" (60 cm) 1. ALL SEWER MAINS & SEWER SERVICES SHOWN ON THESE PLANS 1 7. Fasteners should provide a minimum of twenty SHALL BE POLYVINYL CHLORIDE (PVC) SDR35 OR SDR26. pounds of pullout resistance. Six-inch (10 cm) X LT 30" (75 cm) 20" (50 cm) 12" (30 cm) one-inch (2.5 cm) eleven gauge staples are typically 2. HEAVY-DUTY WHITE FITTINGS AS MANUFACTURED BY GPK adequate. In loose soils, longer staples may be ST 18" (45 cm) 18" (45 cm) PRODUCTS, INC. OR APPROVED EQUAL SHALL BE USED FOR THE necessary, twist pins can provide the greatest pullout CONSTRUCTION OF THE PVC SEWER SYSTEM. 6" Nominal resistance. In hard or rocky soils, straight pins may by 1.7 / SY 3.0 / SY DETAILS (15 cm) Frequency used where staples or twist pins are refused, provided the minimum pullout requirements are met. ECB TRM 3. SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM Bio-degradable fasteners shall not be used with VMax Application (Degradable) (Permanent) ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL 6 (TRM) or TMax (HPTRM) materials. BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT *Note: Staple Pattern A and B used prior to 8/2019 PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION, THE have been discontinued. WESTCHESTER COUNTY DEPARTMENT OF HEALTH MAY ALLOW 6" (15 cm) DEVIATION ON A CASE-BY-CASE BASIS, IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. EROSION BLANKET 4. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. EROSION CONTROL NOTES: 5. SANITARY SEWER SERVICE LINES SHALL BE TESTED IN CONJUNCTION WITH THE SEWER MAINS TO THE PROPERTY LINE OR EASEMENT LINE IN ACCORDANCE WITH THE LATEST WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES & REGULATIONS. 6. TESTING OF THE MANHOLES WITH THE PIPELINE SHALL NOT BE PERMITTED. MANHOLES & SANITARY SEWER LINES SHALL BE TESTED INDEPENDENTLY OF EACH OTHER. AMMENDED SITE PLAN 7. MANHOLES & SANITARY SEWER LINES SHALL BE TESTED TO CONFORM WITH WESTCHESTER COUNTY DEPARTMENT OF HEALTH RULES & REGULATIONS IN THAT THE INFILTRATION/EXFILTRATION YESHIVA OHR HAMEIR SHALL NOT EXCEED ONE HUNDRED (100) GALLONS/INCH DIAMETER OF PIPE/MILE/DAY. GUIDERAIL DETAIL 8. AIR & VACUUM TESTING MAY BE PERFORMED ON THE SANITARY SEWER LINES AND MANHOLES IN LIEU OF HYDROSTATIC TESTING. AIR TESTING OF THE SANITARY SEWER LINES SHALL BE IN ACCORDANCE WITH ASTM F1417-92 ASTANDARD TEST METHOD Prepared For FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR@. VACUUM TESTING OF THE MANHOLES SHALL BE IN ACCORDANCE WITH THE LATEST RELEASE OF ATTACHMENT B AVACUUM TESTING OF MANHOLES@ FROM ¾” THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 9. ALL REQUIRED APPROVALS BY GOVERNING AGENCIES SHALL BE PROVIDED TO THE TOWN OF CORTLANDT PRIOR TO THE START OF CONSTRUCTION. 10. THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR ACQUIRING SUPERVISION OF THE CONSTRUCTION OF THE SANITARY SEWER MAIN SYSTEM BY A PERSON OR FIRM QUALIFIED TO PRACTICE PROFESSIONAL ENGINEERING IN THE STATE OF NEW YORK. ¾” ¾” 11. THE OWNER/APPLICANT SHALL BE RESPONSIBLE FOR PROVIDING THREE (3) COPIES OF AS-BUILT DRAWINGS AND ONE (1) MYLAR SIGNED AND SEALED BY A LICENSED NEW YORK LAND SURVEYOR AND A COPY OF THE AS-BUILT PLAN IN AUTOCAD RELEASE TO THE TOWN OF CORTLANDT AT THE COMPLETION OF CONSTRUCTION. 12. COPIES OF ALL CERTIFICATIONS, TESTING RESULTS, COMPLETED WORKS, ETC. SHALL BE PROVIDED TO THE TOWN OF CORTLANDT UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS AT THE COMPLETION OF CONSTRUCTION. DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 38 SANITARY SEWER NOTES: 16 SHEET NUMBER WYE 45° BEND IN SEWER MAIN PVC OR DIP SEWER SERVICE LINE FINISHED GRADE 14 TOPSOIL (4" MIN.), SEED AND MIN. SLOPE 1/4" PER FT., (2%) MULCH OR WHEN IN PAVEMENT 48" SEE PAVEMENT DETAIL GROUND SURFACE 3'-6" MIN. (SEWER SERVICE) PVC SANITARY SEWER SERVICE LINES AND SEWER MAINS IN OFF ROAD AREAS SHALL HAVE METALLIC TAPE LABELED 4' MIN. (SEWER MAINS) Exterior Of Manhole Shall "CAUTION SEWER LINE BELOW" SET AT BOTH 12" AND 24" 12" 4"-6" MIN. 3/4" WASHED Bench Have A Bitumastic Coating BELOW FINISHED GRADE OVER CENTERLINE OF SEWER PIPES. GRAVEL OR CRUSHED STONE Reinforced Polypropylene Steps (see detail) PIPES SHALL BE BACKFILLED WITH SELECT FILL MATERIAL FROM 6" TO 24" 2 TOWN COMMENTS 10-13-25 NOTE: DEPTH VARIES ABOVE THE TOP OF THE PIPE. SELECT FILL SHALL CONSIST OF SOIL WITH 5 TOWN COMMENTS 2-18-26 3 MISC. REVISIONS 12-17-25 NO STONES GREATER THAN 2" IN DIAMETER. 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 ALL CONNECTIONS BETWEEN EXISTING 4 MISC. REVISIONS 2-9-26 SANITARY SEWER SERVICE LINES AND NEW ALL BACKFILL MATERIAL SHALL BE FREE OF ORGANIC AND FROZEN MATERIAL, SANITARY SEWER SERVICE LINES SHALL BE Inlet and Outlet Height Less Than PLACED IN 12" LIFTS (PRIOR TO COMPACTION) AND COMPACTED WITH A MADE BY SOLID SLEEVE RIGID COUPLINGS 24 Inches. MECHANICAL TAMPER TO 85%. shall have a PROJECT NUMBER: 45 DEG. MAX. OR APPROVED EQUAL. ALL CONNECTIONS Kor-N-Seal Boot BETWEEN PVC SANITARY SEWER SERVICE Included in LINES AND CAST IRON SANITARY SEWER Manhole Item INITIAL BACKFILL 3/4" WASHED GRAVEL SERVICE LINES SHALL BE MADE BY GPK HAND OR MACHINE PLACED LITTLE OR OR CRUSHED STONE TRANSITION COUPLING FITTING OR 8" NO TAMPING REQUIRED ON TOP OF PIPE APPROVED EQUAL. PIPE EMBEDMENT 6" UNDISTURBED EARTH Base and Riser Section Monolithic Pour 12" Min. 3/4" Crushed Stone SPRINGLINE D 3/4" WASHED GRAVEL OR SEWER MAIN CONTRACTOR SHALL BUILD INVERT 60" CRUSHED STONE TO HALF DIAMETER OF PIPE IN Undisturbed Earth HAUNCHING FIELD. INVERT SHALL BE SEWER SERVICE CONNECTION TO NEW MAIN DETAIL TROWELED TO A SMOOTH FINISH. SIEVE DESIGNATION % PASSING 6" BEDDING INCLUDED UNDER MANHOLE ITEM 2" 100% 1" 25-50% 4 NO.40 5-25% NOTE: DETAIL OF CHUTE TROUGH IN MANHOLE UNDISTURBED EARTH NO.200 0-10% FOR BACKFILLING REQUIREMENTS OF SEWER SERVICE TRENCH WIDTH = D+2' MIN. NYSDOT ITEM#304.14 SEE "SEWER MAIN/SEWER SERVICE TRENCH DETAIL". PAYMENT LIMITS, BEDDING, HAUNCHING SEWER MAIN & SEWER SERVICE AND INITIAL BACKFILLS SEWER MAIN/SEWER SERVICE TRENCH DETAIL NOTES: #5 Reinforcing 8. CRUSHED STONE SHALL EXTEND TO 12-INCEHS ABOVE SPRING LINE OF 1. NO ROCK IS TO PROJECT INTO WITHIN THE EDGES OF THE TRENCH. IN ROCK Bars Top & Bottom EXCAVATION PIPE SHALL BE A MIN. OF 6" OVER AND AWAY FROM ROCK. PIPE. CIARCIA ENGINEERING, P.C. 10. TRENCH BACKFILL, PIPE BEDDING, AND PIPE ZONE BACKFILL SHALL BE . 2. BACKFILL SHALL BE PLACED SO AS TO NOT DISTURB THE PIPE ALIGNMENT COMPACTED TO 95% MODIFIED PROCTOR. 11. WITHIN THE SPECIFICATION FOR TRENCH BACKFILL (REFERRED TO AS 3. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6" OF NYSDOT ITEM SELECT FILL IN DETAIL) REMOVE LINE INDICATING BACKFILL MATERIAL MAY 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. CONTAIN STONES UP TO 6INCHES IN THEIR GREATESTDIMENSION FROM 24-INCEHS ABOVE THE TOP OF PIPE FROM TO BOTTOM OF SUBGRADE. 4. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE YORKTOWN HEIGHTS, NY 10598 3 UNSUITABLE MATERIAL, AND BACKFILL WITH NYSDOT ITEM 304.14 4" OR SPECIFY THE FOLLOWING SIEVE DESIGNATIONS FOR SELECT BACKFILL. WASHED GRAVEL AND CRUSHED STONE. COMPACT IN 6" LIFTS. Area of Circumferential 360 UNDERHILL AVENUE Steel, .12sq. in per lin. ft. SIEVE DESIGNATION % PASSING Both ways 5. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP 2” 100% SEWER MAIN, TRENCH SHAL BE 30 INCHES PLUS THE O.D. OF PIPE, AND PIPE 1" 25-50% 4 SHALL BE IN CENTER OF THE TRENCH. NO.40 5-25% (914) 245-0123 NO. 200 0-10% 6. REMOVE ALL BEDROCK WITHIN 6 INCHES OF PIPE. 7. CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES REINFORCEMENT GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM. PRIOR TO LAYOUT FOR SLAB ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. 8. RECYCLED FILL / ITEM 4 IS NOT PERMITTED AS BACKFILL. SEWER MAIN STANDARDS " 6 /1 3 1 Manhole Wall 3 3/8" 1 3/8" 5/8" " 6 /1 Butyl Rubber 7 5 ” Federal Specification 1 9 3/4" SS-S-00210 (GSA-FSS) ” 1" STEEL REINFORCING “ ” 1 1/2" STEP CROSS SECTION JOINT DETAIL DETAIL OF PRECAST CONCRETE MANHOLE - FLAT TOP DETAIL OF REINFORCED SEWER DETAILS POLYPROPYLENE MANHOLE STEP H. THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. I. ’ C L CLEANOUT ASSEMBLY DETAIL 1. ALL CLEAN-OUT FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLEFOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING FIT. 2. CLEAN-OUT COVERS SHALL CONTAIN THE WORD "SEWER" CAST IN RAISED LETTERS. Manhole Frame and Covers Shall Be 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN As Manufactured By Campbell Foundry. CLEAN AND FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY (See notes Below). HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE SEWER. AMMENDED SITE PLAN Outlet YESHIVA OHR HAMEIR Concrete Invert Trowel Finished. Half Pipe Concrete Invert and Bench. Diameter. Full Width Trowel Finished. Half Pipe of Manhole. Existing Sewer Main Diameter. Full Width MANHOLE FRAME AND COVER of Manhole. Prepared For Existing Sewer Main Center Line of Pipe MANHOLE FRAME AND COVER NOTES Pitch 1" per ft. Ø0 Ø0 Contractor shall 1. ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLE provide a watertight FOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING seal at connection Contractor shall provide a FIT. Existing around new pipe. watertight seal around new pipe Manhole (Base) at connection to existing manhole 2. MANHOLE COVERS: A. STANDARD MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS MANUFACTURED BY CAMPBELL CAMPBELL FOUNDRY, MODEL NO. 1011B. COVERS Pipe Alignment Varies Existing GREASE TRAP SHALL CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND THE WORD Pipe Alignment Varies and is Dependent on Manhole (Base) "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. Field Conditions. ZURN PROCEPTOR® MODEL GMC 500 DETAIL OF PRECAST CONCRETE MANHOLE - CONE SECTION Inlet B. EASEMENT MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS SECTION MANUFACTURED BY CAMPBELL FOUNDRY, MODEL NO. 1454B. COVERS SHALL HAVE A RATED FOR 100 GPM LOCKING MECHANISM, CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND NTS THE WORD "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. ` 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN CLEAN AND TYPICAL DETAIL OF TIE IN TO EXISTING MANHOLE FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE. SEWER UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 39 16 GREASE TRAP DESIGN: SHEET NUMBER This narrative provides the basis-of-design for the grease waste system serving all kitchen fixtures. The design includes fixture routing, flow calculations, NYS Plumbing Code compliance, and grease interceptor WET TAP DETAIL sizing per the 2014 NYSDEC 30-minute detention standard. The kitchen operates with staggered fixture use 15 and does not run multiple sinks or equipment simultaneously. N.T.S. Fixtures Routed to Grease Hand sink - 10×13×5 in 2-compartment sink - (18×24×14 in) ×2 bowls 3-compartment sink - 24×24×17, 24×24×17, 36×24×17 in Vegetable prep sink - 20×20×14 in 2 TOWN COMMENTS 2-18-26 ORIGINAL DATE: 1-26-2026 1 TOWN COMMENTS 2-9-26 Mop/service sink - 18×19×14 in Floor drain - kettle/skillet area PROJECT NUMBER: Pre-rinse sprayer - assumed 2.0 gpmHobart 6460 potato peeler - assumed 10 gpm intermittent Methodology NOTES: Grease interceptor sizing is based on: 1. THE SUBSURFACE GRADE FOR THE PROPOSED ROAD SHALL BE INSPECTED AND APPROVED PRIOR TO ANY ITEM 4 a) Fixture bowl volume calculations using 75% usable volume and a 2-minute drain-down. BEING PLACED AND COMPACTED. b) NYS Plumbing Code DFU values for drainage sizing. 2. IF THE SOIL IS DEEMED QUESTIONABLE GEOGRID MATERIAL SHALL BE INSTALLED PRIOR TO THE ITEM 4 PLACEMENT. c) Peak flow (Q_peak) based on the largest credible simultaneous discharge event. d) A required 30-minute detention time per NYSDEC Design Standards for Intermediate Sized 4 5 3 WastewaterTreatment Systems (2014). TYPICAL ROAD SECTION Updated Peak Flow Calculation (Realistic Operation) The kitchen does not operate multiple sinks or equipment simultaneously. Sinks are filled and drained a maximum of twice per day, and the Hobart potato peeler operates only 1.5 hours per week. The credible peak flow is therefore limited to the largest sink drain with minor concurrent flow: 3-compartment sink drain: 55.6 gpm Pre-rinse sprayer allowance: 2.0 gpm Minor concurrency factor: 3-5 gpm Resulting realistic Q_peak: **60-65 gpm** CIARCIA ENGINEERING, P.C. Grease Interceptor Sizing (Updated to 2,000 gallons) Per NYSDEC, required working volume is: Q_peak × 30 minutes 8' YORKTOWN HEIGHTS, NY 10598 • At 60 gpm: 1,800 gallons 2' • At 65 gpm: 1,950 gallons 360 UNDERHILL AVENUE The appropriate standard tank size is therefore **2,000 gallons**. This tank size is justified based on actual kitchen operation and meets the required 30-minute detention time. (914) 245-0123 5' 2' MIN TO GW OR ROCK INFILTRATION TRENCH N.T.S. MISC. DETAILS 1 6 4 VARIES (SEE NOTE 5) 3 5 TRASH ENCLOUSURE 1 PIPE INVERTS: 71 in / 5.92 ft 4 PREASSEMBLY REFERENCE: 47 3/4 in / 3.98 ft AMMENDED SITE PLAN BOTTOM OF INTERNALS: 30 3/8 in / 2.53 ft YESHIVA OHR HAMEIR A A 2 240° SUMP: 0 in / 0.00 ft Prepared For SECTION A-A 2 5 Notes: FIRST DEFENSE FD-6HC 3 6 FT. HYDRODYNAMIC SEPARATOR N.T.S. 1. AVOID OVER COMPACTION OF THE NATURAL SUBGRADE SOILS. UNDERDRAINS MAY BE USED TO PROVIDE POSITIVE DRAINAGE. 2. OPEN GRADED BASE MATERIAL TO BE INSTALLED IN 6" LIFTS AND COMPACTED. THERE Inlet pipe(s) can SHOULD BE A MINIMUM OF FOUR PASSES WITH NO VISIBLE MOVEMENT OF THE MATERIAL. enter anywhere 3. PRESS #8 STONE INTO TOP OF #57 STONE WITH COMPACTION EQUIPMENT. within 240° arc. 4. PAVERS TO BE SET USING 5000 LBF PLATE COMPACTOR. PROCEPTOR MODEL GMC 1300 UPC DETAIL PERMEABLE PAVER DETAIL N.T.S. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE N.T.S. NEW YORK STATE EDUCATION LAW. Page 40 16 SHEET NUMBER 16 1 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 6/11/2025 PROJECT NUMBER: LIMITS OF SAW CUT APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED WOO LOD DS CE 5 NA FUR ROAD LOD FM FM FM FM 4 7 FM LOD LOD LOD APPROXIMATE LOCATION OF PROPOSED FM EXISTING 1" COPPER WATER LOD CURB PROPOSED SERVICE TO REMAIN PAVEMENT FM LOD LO FM 20' WIDENING FM D FM APPROXIMATE LOCATION OF LOD EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN LOD LO E 3 D AL LOD LOD SW LOD N IO LOD RS VE DI PROPOSED BUILDING 1H LOD LOD LOD PROPANE TANK CIARCIA ENGINEERING, P.C. 4 LOD Mohegan 43 PROPANE D LOD TANK 2 LO LOD LOD YD-2 LOD RELOCATED LOD PROPANE LOD TANK CB-2 D LO PROPOSED PROPOSED CURB TRASH ENCLOSURE PROPOSED 26" YORKTOWN HEIGHTS, NY 10598 LOD PAVEMENT PROPOSED CURB YD-4 360 UNDERHILL AVENUE YD-3 PROPOSED CB-1 LOD LO ON-SITE D WALKING TRAIL LOD CB-4 FD-1 LOD (914) 245-0123 PROPOSED PROPOSED GUIDERAIL SIDEWALK LOD YD-1 LOD LOD HVAC OIL LO TANK D LOD LOD LOD CB-3 LOD D LO LOD LO PROPOSED TEMPORAR LOD D Y CONSTRUCTION ON-SITE WALKING TRAIL FENCE REPLACE ASPHALT LOD 2H PAVEMENT LOD 13 LO D LOD APPROXIMATE FEMA PROPOSED ON-SITE LOD 100-YEAR FLOOD LIMIT OF DISTURBA WALKING NCEMI 4.43 TRAIL 0.42 ACRES LOD ELEVATION 308.3 LO LOD TEMPORARY D CONSTRUCTION FENCE LOD LOD LO D LOD LOD LOD WALKING TRAILS AMMENDED SITE PLAN YESHIVA OHR HAMEIR Prepared For UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=80' NEW YORK STATE EDUCATION LAW.