Planning Board Meeting & Work Session — 2026-06-02 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chair Town Supervisor Thomas A. Bianchi, Vice-Chair Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914.734.1080 Town Board Kevin Kobasa Fax #: 914.788.0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko chrisk@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate TO JOIN THE MEETING REMOTELY USE THE ZOOM LINK BELOW: https://us02web.zoom.us/j/87660655673?pwd=bcOvUxVP7CZ5w40LNXOIahRpsObqmH.1 WORK SESSION……………………………………………………………..JUNE 2, 2026 6:00 PM 1. Discuss June 2, 2026 Regular Planning Board Meeting Agenda. MEETING AGENDA………………………………………………….……... PLANNING BOARD TOWN OF CORTLANDT 6:30 TUESDAY EVENING* JUNE 2, 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 MAY 5, 2026 5. CORRESPONDENCE PB 16-99 a. Letters dated May 15, 2026 from A. Martin Petrovic and May 19, 2026 from Brian Minto, Hollowbrook Golf Superintendent requesting approval for a new chemical at the Hollowbrook Golf Club. 6. PUBLIC HEARINGS (ADJOURNED FROM PREVIOUS MEETING) PB 2024-8 a. Public Hearing: Application of Mario & Wilson Alvarez, for Amended Site Plan approval and for a Special Permit for a Specialty Trade Electrical Contractor for property located at 1201 Oregon Rd. Drawings revised March 2026. (see prior PB 8-82) (Hearing to be adjourned to the July 7, 2026 meeting at the applicant’s request) 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 revised April 22, 2026. (Hearing to be adjourned to the July 7, 2026 meeting at the applicant’s request) Page 2 7. PUBLIC HEARINGS (NEW) PB 2025-18 a. Application of 70 Roa Hook Realty LLC for Site Development Plan approval to redevelop the site of the partially constructed Crystal Clean Carwash facility to a proposed vehicle showroom and service facility for property located at 70 Roa Hook Rd. Drawings revised March 25, 2026 except Sheet 2 of 7, revised 5/21/26. (see prior PB 13-16) PB 2026-7 b. Application of New York-Presbyterian/Hudson Valley Hospital Center for Amended Site Plan Approval for a proposed 1,877 sq. ft. addition to the existing Medical Office Building for a Linear Accelerator for property located at 1980 Crompond Rd. Drawings dated March 12, 2026 (see prior PB’s 2019-9, 8-13, 23-04, 25-01, 23-01, 4-01) 8. OLD BUSINESS PB 2025-7 a. Application of the Yeshiva Ohr Hameir for Site Plan approval, an amended Special Permit for a University, College or Seminary and for Wetland and Tree Removal Permits for a proposed 51,730 sq. ft. dormitory building, a 1,640 sq. ft. storage building, the repurposing of other buildings on site, and site improvements including stormwater, landscaping and building façade renovations located at the existing Yeshiva Ohr Hameir campus at 141 Furnace Woods Rd. Drawings revised May 15, 2026. (see prior PB 7-09) PB 2026-3 b. Application of VS Construction Corp for Site Development Plan approval and for Steep Slope and Tree Removal Permits for a proposed 9,600 sq. ft. commercial building located on future parcel 3 within the Medical Oriented District for property located at 2003 Crompond Rd. Drawings revised March 25, 2026. PB 2024-4 c. Application of John Lentini, R.A., for the property of J Glamour Nails & Spa, Inc., for Site Development Plan approval for the conversion of the former La Viletta Restaurant into a Nail Salon for property located at 3172 East Main St. (Cortlandt Boulevard). Drawings revised February 13, 2026. PB 2025-15 d. Application of Joel Greenberg, R.A. on behalf of Robert Fucci, for Preliminary Plat approval for a 2-lot minor subdivision of a an approximately 22,000 sq. ft. parcel of property located at 12 Putnam Park Rd. Drawing revised May 20, 2026. PB 2026-8 e. Application of Mike Miele, P.E. for the property of 56 Mistis Roa Hook Road Corp. for Site Development Plan approval and a Steep Slope permit for a proposed 16,000 sq. ft. indoor multi-sports facility for property located at 56-64 Roa Hook Road. Drawings dated February 22, 2025 (see prior PB’s 45-95 and 4-10). 2|Page Page 3 9. NEW BUSINESS PB 2026-11 a. Application of VS Construction Corp for Preliminary Plat approval, Steep Slope, Wetland and Tree Removal permits to permit the construction of 96 townhomes, including 10% affordable units, with associated site improvements on an approximately 17.6-acre portion of the Evergreen Manor project site. The subdivision proposes a 99-lot subdivision of the approximately 21-acre Parcel 2 of the 2023 Evergreen Manor Subdivision to create 96 individual townhome lots, a common homeowners’ association (HOA) lot, a commercial lot (Parcel 3), and an open space/non-building lot parcel containing the existing wetland adjacent to Crompond Road. The project is located within the Medical Oriented District on property located at 2003 Crompond Road. Drawings dated May 20, 2026. 10. ADJOURNMENT Next Regular Meeting; TUESDAY, JULY 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 3|Page Page 4 A. MARTIN PETROVIC May 15, 2026 To: Planning Board Town of Courtlandt, NY From: A. Martin Petrovic, Ph.D. Golf Course Environmental Consultant I have evaluated the environmental impact of the requested pesticide, prohexadione (Anuew). I used the Cornell EIQ method to determine environmental risk. For the lowest application rate of 8 oz/acre, the EIQ was 6.2, For the highest application rate of 24 oz/acre on fairways the EIQ was 18.6. Any EIQ below 25 is considered low risk, therefore, I would recommend the Town approve the use of this pesticide on the Hollow Brook golf course. Please let me know if you have any questions. Page 5 Hollow Brook Golf Club May 19, 2026 Steven Kessler, Chairman Town of Cortlandt Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: Request for Modification to Approved Pesticide / Herbicide List Dear Mr. Kessler and Members of the Planning Board: On behalf of Hollow Brook Golf Club, I am submitting this request for a modification to the currently approved pesticide and herbicide product list associated with the maintenance and management of the golf course property. We are requesting approval to add the product “Anuew”, which contains the active ingredient Prohexadione calcium, to the club’s approved chemical list. Anuew is a plant growth regulator utilized in professional turfgrass management and is intended for use on greens, tees, and fairways as part of our ongoing agronomic program. The product is specifically used to regulate turf growth, improve plant health and density, enhance stress tolerance, and promote more consistent playing conditions while reducing excessive vertical growth and associated maintenance inputs. The approved chemical list includes fungicides used for disease prevention and control are iprodione, tridimefon, flutolanil, propiconazole, mefenoxam, aluminum tris, trifloxystrobin, metconazole, azoxystrobin, boscalid, myclobutanil, fludioxonil, pyraclostrobin, polyoxin D zinc, cyazofamid, etridiazole, fluazinam, and fluxapyroxad. The approved insecticide list presently are spinosad, cyfluthrin, chlorantraniliprole, imidacloprid, bifenthrin, and lambda-cyhalothrin. The approved herbicide list are mesotrione, prodiamine, sethoxydim, carfentrazone-ethyl, dithiopyr, 2- ethylhexyl ester formulations, clopyralid, and fenoxaprop. The addition of Anuew would complement the club’s existing turf management program and, in many cases, can contribute to reduced mowing frequency, improved turf efficiency, and enhanced environmental stewardship through more controlled turf growth. The product would be applied strictly according to all EPA and New York State label requirements by properly licensed personnel. We request that the Planning Board review and approve the addition of Anuew to Hollow Brook Golf Club’s approved chemical list for use on greens, tees, and fairways. Should the Board require any additional documentation, product labels, safety data sheets, or technical information regarding the material, we would be happy to provide it. Thank you for your time and consideration of this request. Sincerely, Brian Minto - Golf Superintendent Hollow Brook Golf Club Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Plant Growth Regulator ACTIVE INGREDIENT: Prohexadione calcium [calcium 3-oxido-5-oxo-4-propionylcyclohex-3-enecarboxylate]........................................................... 27.5% OTHER INGREDIENTS:....................................................................................................................................................................... 72.5% TOTAL:.......................................................................................................................................................................................... 100.00% KEEP OUT OF REACH OF CHILDREN CAUTION Si usted no entiende la etiqueta, busque a alguien para que se la explique a usted en detalle. (If you do not understand the label, find someone to explain it to you in detail. See Booklet For FIRST AID and PRECAUTIONARY STATEMENTS For Chemical Spill, Leak, Fire, or Exposure, Call CHEMTREC (800) 424-9300 For Medical Emergencies Only, Call (877) 325-1840 EPA Reg. No. 1001-91 Manufactured for Cleary Chemicals, LLC 11901 S. Austin Ave. Alsip, IL 60803 Net Weight: 1.5 Lb Page 13 FIRST AID IF IN EYES • H old eye open and rinse slowly and gently with water for 15-20 minutes. • R emove contact lenses, if present, after the first 5 minutes, then continue rinsing eye. • C all a poison control center or doctor for treatment advice. IF ON SKIN • T ake off contaminated clothing. • R inse skin immediately with plenty of water for 15-20 minutes. • C all a poison control center or doctor for treatment advice. HOTLINE NUMBER Have the product container or label with you when calling a poison control center or doctor, or going for treatment. You may also contact 1-877-325-1840 for emergency medical treatment information. PRECAUTIONARY STATEMENTS Hazards to Humans and Domestic Animals CAUTION Harmful if absorbed through the skin. Causes moderate eye irritation. Avoid contact with skin, eyes, or clothing. Personal Protective Equipment (PPE) Applicators and other handlers must wear: • Long-sleeved shirt and long pants • Chemical-resistant gloves made of any waterproof material such as polyethylene or polyvinyl chloride • Shoes plus socks Follow the manufacturer’s instructions for cleaning and maintaining PPE. If no such instructions for washables, use detergent and hot water. Keep and wash PPE separately from other laundry. Engineering Controls Statement When handlers use closed systems, enclosed cabs, or aircraft in a manner that meets the requirements listed in the Worker Protection Standard (WPS) for agricultural pesticides [40 CFR 170.240(d)(4-6)], the handler PPE requirements may be reduced or modified as specified in the WPS. USER SAFETY RECOMMENDATIONS User Should: • Wash hands before eating, drinking, chewing gum, using tobacco, or using the toilet. • Remove clothing immediately if pesticide gets inside. Then wash thoroughly and put on clean clothing. • Remove PPE immediately after handling this product. Wash the outside of gloves before removing. As soon as possible, wash thoroughly and change into clean clothing. ENVIRONMENTAL HAZARDS Do not apply directly to water, or to areas where surface water is present or to intertidal areas below the mean high water mark. Do not contaminate water when disposing of equipment wash waters or rinsate. ENDANGERED SPECIES CONCERNS The use of any pesticide in a manner that may kill or otherwise harm an endangered species or adversely modify their habitat is a violation of Federal Law. 2 Page 14 AGRICULTURAL USE REQUIREMENTS Use this product only in accordance with its labeling and with the Worker Protection Standard, 40 CFR part 170. This standard contains requirements for the protection of agricultural workers on farms, forests, nurseries, and greenhouses, and handlers of agricultural pesticides. It contains requirements for training, decontamination, notification, and emergency assistance. It also contains specific instructions and exceptions pertaining to the statements on this label about personal protective equipment (PPE), and restricted-entry interval. The requirements in this box only apply to uses of this product that are covered by the Worker Protection Standard. Do not enter or allow worker entry into treated areas during the restricted entry interval (REI) of 12 hours. PPE required for early entry to treated areas that is permitted under the Worker Protection Standard and that involves contact with anything that has been treated, such as plants, soil, or water, is: • Coveralls • Chemical-resistant gloves made of any waterproof material such as polyethylene or polyvinyl chloride • Shoes plus socks NON-AGRICULTURAL USE REQUIREMENTS The requirements in this box apply to uses of this product that are NOT within the scope of the Worker Protection Standard for agricultural pesticides (40 CFR Part 170). The WPS applies when this product is used to produce agricultural plants on farms, forests, nurseries, or greenhouses. Do not enter treated areas without footwear until sprays have dried. DIRECTIONS FOR USE It is a violation of Federal law to use this product in a manner inconsistent with its labeling. Do not apply this product in a way that will contact workers or other persons, either directly or through drift. Only protected handlers may be in the area during application. For any requirements specific to your state or tribe, consult the agency responsible for pesticide regulation. All applicable directions, restrictions, precautions and Conditions of Sale and Warranty are to be followed. PRODUCT INFORMATION ANUEW is a tool for plant growth management. It works by inhibiting late stage biosynthesis of gibberellin, resulting in a decrease in cell elongation, a slowing of vertical growth, and an improvement in plant physiology leading to plant health and stress tolerance. Turf: In turfgrass inhibiting late stage biosynthesis of gibberellin results in a reduction of both the mowing frequency and the amount of grass clippings in the treated area. ANUEW reduces clippings within 2-5 days depending on species. The turfgrass treated with ANUEW grows in a more compact form, often resulting in the enhancement of its color and quality. ANUEW is active through foliar-uptake and is not taken up by the plant from the soil therefore, when applying it is important to use enough spray volume to thoroughly wet the turfgrass leaves without significant runoff. A non-ionic spreader to spread spray droplets should be used to assure effective spray coverage. Due to rapid foliar absorption, Anuew is rainfast within 1-4 hours. ANUEW is most effective when used on actively growing, well-maintained turf. The risk of scalping may be reduced on turfgrass areas treated with ANUEW. It can be applied to golf course fairways, tees, greens and roughs, residential and commercial lawns, sod farms, sports fields, cemeteries, and municipal sites. Re-application of Anuew should be based on a Growing Degree Day (GDD) modeling using environmental data from the use location. Research has shown that 280-350 GDD should be used for re-application timings for common golf situations to assure even turf regulation and to avoid rebound growth. 3 Page 15 NOTICE TO USER: Turf tolerance to ANUEW has been found to be acceptable for the turf species listed on this label. Due to the large number of species cultivars and growing situations it is impossible to test every one for tolerance efficacy and plant safety to ANUEW. Neither the manufacturer nor the seller has determined whether or not ANUEW can be used safely on turf species not specified on this label. For these turf species the professional user should determine if ANUEW can be utilized effectively and safely prior to large scale commercial use. Before using ANUEW on turf species not listed on this label test ANUEW on a small scale first. Start with the lowest directed rate and evaluate the treated turf for plant safety and effective growth regulation prior to widespread use. RESTRICTIONS • Do not use on food crops. • Do not apply ANUEW through any irrigation/chemigation system. • Do not apply more than 26 oz. per 1000 square feet of ANUEW per year. • Under certain environmental conditions and growth stage conditions on annual bluegrass (Poa annua), a transient foliar chlorosis or bronzing may be observed. For optimal results apply to healthy actively growing turfgrass. • ANUEW may be used on sodded or sprigged turf after it has knitted down and rooted firmly. • Do not graze treated areas or feed clippings to livestock. • Do not apply ANUEW to grass grown for seed. USE DIRECTIONS / APPLICATION METHODS FOR TURFGRASS See the ANUEW Application Rates Table for product use and application rates, which can be used for growth management and turfgrass color and quality enhancement. ANUEW performance can be affected by many factors, including environmental conditions, turf vigor and growth stage, soil moisture, fertility levels, and other cultural practices that affect plant growth. Application Timing: Apply ANUEW when the turf is green and actively growing. Delay the application or use a lower rate of ANUEW as designated in the ANUEW Application Rates Table if the turf is entering stressful growing conditions, such as pest pressure, high temperatures, low moisture conditions or certain cultural practices such as, but not limited to, aerification or verticutting. Repeat applications of ANUEW may be made as noted in the ANUEW Application Rates Table. Re-application of Anuew should be based on a Growing Degree Day (GDD) model using environmental data from the use location. Research has shown that 280-350 GDD should be used for re-application timings for common golf situations to assure even turf regulation and to avoid rebound growth. Spray Preparation: Apply ANUEW in a sufficient volume of water to provide uniform and complete wetting of the turfgrass foliage. 0.5 to 5 gallons water/1,000 sq. ft. may be used, however, for best results 1-2 gallon water/1,000 sq. ft. is recommended. Adjuvants: Use of a non-ionic surfactant in the spray mixture may improve coverage of the turf foliage and product performance consistency. Follow the manufacturer’s label rate recommendation. Hard Water: If the water source used for the spray mixture is high (greater than 40 ppm or 40 mg/I) in calcium, add 1 pound of ammonium sulfate for every pound of ANUEW used in the spray tank. Use a high quality, spray-grade ammonium sulfate product to avoid nozzle plugging. 4 Page 16 Compatibility Test for Tank Mix: All possible tank mixes have not been evaluated for safety and/or physical compatibility. Tank mix user assumes all risk. A jar test can be used to evaluate the physical compatibility of components to be mixed in a spray tank with ANUEW before making an application. Use a clear glass quart jar with lid by mixing components in the order shown below under “Mixing Order” in the same relative proportions as it will be used in the spray tank. Cap the jar and invert 10 cycles after adding each component. After all ingredients have been added, let the mixture stand for 15 minutes. Visually, evaluate the suspension for uniformity and stability. The spray mixture should not have particles that precipitate to the bottom of the jar, nor have any oily films or layers visible at the surface, nor contain flakes, balls, or sludge-appearing particles. If the spray mixture doesn’t stay uniform in appearance, it is not compatible and the combination should not be used in a tank mix. Mixing Order: • Water - Fill a clean spray tank half full with water and begin continuous agitation. • Products in PVA bags - Place any product contained in water-soluble PVA bags (VVSB) into the mixing tank. Wait until all water-soluble bags have fully dissolved and the product is evenly mixed in the spray tank before adding any further products. • ANUEW and water-dispersible products (WDG; DF), wettable powders (WP), and suspension concentrates (SC) - Add to the spray tank while maintaining agitation • Adjuvants - Includes non-ionic surfactants • Water-soluble products - Includes micro emulsion products • Emulsifiable concentrates (EC) • Water-soluble additives (S) • Remaining quantity of water Agitate spray tank mixture constantly during application. Prepare sufficient quantity of product for the immediate application needs. The spray tank mix should not be allowed to sit for prolonged periods without agitation. Do not leave product mix in the tank overnight. Calcium or boron-containing products should not be added to the spray mixture. These products will reduce the activity of ANUEW. Irrigation: After application: Do not irrigate treated area for 4 hours after application. Program Scheduling: Turfgrass areas treated with ANUEW should continue to be maintained normally using proper irrigation, fertility, and pest control product(s) when necessary. Precaution is advised when tank mixing with ANUEW. The spray mixture should be applied on a small area first as a test before treating larger areas. Conditions for Best Performance of ANUEW: Treated turfgrass is actively growing. * Use a non-ionic surfactant to help improve leaf coverage and plant uptake of the active ingredient. * Maximize the time the applied spray mixture remains as a moist film on the turfgrass foliage by avoiding treatments during warm, low humidity, and windy conditions. Longer drying times enhance absorption of ANUEW. 5 Page 17 ANUEW APPLICATION RATES TABLE Slows Vertical Growth, Reduces Mowing Intervalsᵻ, Improves Color and Quality ᵻ FAIRWAYS, ROUGHS GREENS AND TEES* (280-350 GDD Interval) (280-300 GDD interval) oz./acre oz./1,000 sq. ft. oz./acre oz./1,000 sq. ft. Warm Season Turf ᵻ Common and Hybrid Bermudagrass cultivars such as 419, Tifway, TifSport, TifEagle, 12-24 0.28 – 0.55 8-16 0.18 – 0.37 TifGreen, Champion, MiniVerde, and Riviera *Zoysiagrass cultivars such as Empire, Zenith, Emerald, El Toro and Meyer 12-24 0.28 – 0.55 (in CA 12) (in CA 0.28) *St. Augustine sp. *Paspalum sp. Kikuyugrass sp. *Not for Use in CA Cool Season Turf* Bentgrass cultivars such 6-12 0.14 – 0.28 2-8 0.05 – 0.18 as: L-93, Penn A4, Penn G2, Pennlinks, Penneagle, Southshore, Declaration, Independence and SR series Annual and Perennial 4-8 0.09 – 0.18 2-8 Poa annua cultivars Kentucky bluegrass cultivars such as Midnight, Odyssey, 8-16 0.18 – 0.37 Merion Perennial ryegrass cultivars such as Manhattan IV 8-16 0.18 – 0.37 Tall Fescues Fine Fescue *Not for Use in CA ᵻ In California, use of Anuew is only for slowing vertical growth. When using shorter application intervals, performance should first be evaluated using the lower directed rates. 6 Page 18 FOR OVERSEEDING ENHANCMENT IN BERMUDAGRASS* Ounces/ Turf Type Application Interval Notes Acre Common and Hybrid 1-2 Apply ANUEW once 3-5 days ANUEW is a foliar-active product; therefore, germination Bermudagrass cultivars prior to seeding. Any preparation and seedling growth of the overseeding are not affected such as 419, Tifway, of the site, such as verticutting, when used as directed. Use good cultural practices TifSport, TifEagle, TifGreen, spiking, or scalping, should be in conjunction with this product, such as fertilization MiniVerde, Riviera, Yukon done 1-2 days after application and irrigation, to optimize results. Some temporary of ANUEW. yellowing of the bermudagrass turf may be observed, however, this will not affect the overseeding. *Not for Use in CA FOR GROWTH MANAGEMENT AND COLOR AND QUALITY ENHANCEMENT ON TURF GROWN FOR SOD* Ounces/ Turf Type Application Interval Notes Acre Warm Season Turf 12-24 2-4 week interval Since turfgrass response can be influenced by a variety such as, but not limited of factors, it is recommended that the initial evaluation of to, Bermudagrass, St. ANUEW should be limited to a small area. The acceptability Augustine, etc. of the turfgrass response should be determined using Cool Season Turf such as, 8-16 2-4 week interval a lower use rate and shorter interval before gradually but not limited to, Kentucky moving to higher rates and longer intervals bluegrass, perennial ryegrass, fescues *Not for Use in CA SPRAY DRIFT ADVISORIES THE APPLICATOR IS RESPONSIBLE FOR AVOIDING OFF-SITE SPRAY DRIFT. BE AWARE OF NEARBY NON-TARGET SITES AND ENVIRONMENTAL CONDITIONS. Importance of Droplet Size An effective way to reduce spray drift is to apply large droplets. Use the largest droplets that provide target pest control. While applying larger droplets will reduce spray drift, the potential for drift will be greater if applications are made improperly or under unfavorable environmental conditions. Controlling Droplet Size – Ground Boom • Volume – Increasing the spray volume so that larger droplets are produced will reduce spray drift. Use the highest practical spray volume for the application. If a greater spray volume is needed, consider using a nozzle with a higher flow rate. • Pressure – Use the lowest spray pressure recommended for the nozzle to produce the target spray volume and droplet size. • Spray Nozzle – Use a spray nozzle that is designed for the intended application. Consider using nozzles designed to reduce drift. 7 Page 19 Boom Height – Ground Boom For ground equipment, the boom should remain level with the crop and have a minimal bounce. Shielded Sprayers Shielding the boom or individual nozzles can reduce spray drift. Consider using shielded sprayers. Verify that the shields are not interfering with the uniform deposition of the spray on the target area. Temperature and Humidity When making applications in hot and dry conditions, use larger droplets to reduce effects of evaporation. Temperature Inversions Drift potential is high during a temperature inversion. Temperature inversions are characterized by increasing temperature with altitude and are common on nights with limited cloud cover and light to no wind. The presence of an inversion can be indicated by ground fog or by the movement of smoke from a ground source or an aircraft smoke generator. Smoke that layers and moves laterally in a concentrated cloud (under low wind conditions) indicates an inversion, while smoke that moves upward and rapidly dissipates indicates good vertical air mixing. Avoid applications during temperature inversions. Wind Drift potential generally increases with wind speed. AVOID APPLICATIONS DURING GUSTY WIND CONDITIONS. Applicators need to be familiar with local wind patterns and terrain that could affect spray drift. STORAGE AND DISPOSAL Do not contaminate water, food, or feed by storage or disposal. Pesticide Storage: Store in a cool, dry place. Do not remove the product from the container except for immediate use. Pesticide Disposal: Wastes resulting from this product may be disposed of at an approved waste disposal facility. Excess pesticide, spray mixture or rinsate must be handled and disposed of in accordance with federal, state or local procedures. Improper disposal of excess pesticide, spray mix, or rinsate is a violation of federal law. If these wastes cannot be disposed of according to label instructions, contact the state agency responsible for pesticide regulation or the Hazardous Waste representative at the nearest EPA Regional Office for guidance. Container Handling: Nonrefillable container. Do not reuse or refill this container. Offer for recycling, if available. 8 Page 20 NOTICE OF CONDITIONS OF SALE AND WARRANTY AND LIABILITY LIMITATIONS Important: Read the entire Directions for Use and Notice of Conditions of Sale and Warranty and Liability Limitations before using this product. If terms are not acceptable return the unopened container for a full refund. Our directions for use of this product are based on tests believed to be reliable. However, it is impossible to eliminate all risk associated with the use of this product. Crop injury, inadequate performance, or other unintended consequences may result due to soil or weather conditions, off target movement, presence of other materials, method of use or application, and other factors, all of which are beyond the control of Cleary Chemicals, LLC. To the extent consistent with applicable law, all such risks shall be assumed by the Buyer and User. Cleary Chemicals, LLC warrants that this product conforms to the specifications on the label when used in strict conformance with Direction for Use, subject to the above stated risk limitations. TO THE EXTENT CONSISENT WITH APPLICABLE LAW, CLEARY CHEMICALS, LLC MAKES NO OTHER EXPRESS OR IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE NOR ANY OTHER EXPRESS OR IMPLIED WARRANTY. TO THE EXTENT CONSISENT WITH APPLICABLE LAW, CLEARY CHEMICALS, LLC’S EXCLUSIVE LIABILITY FOR ANY AND ALL LOSSES, INJURIES OR DAMAGES RESULTING FROM THE USE OR HANDLING OF THIS PRODUCT WHETHER IN CONTRACT, WARRANTY, TORT, NEGLIGENCE, OR ANY OTHER LEGAL THEORY IS STRICTLY LIMITED TO THE PURCHASE PRICE PAID OR REPLACEMENT OF PRODUCT, AT CLEARY CHEMICALS, LLC’S SOLE DISCRETION. RV012821 [6] ANUEW is a trademark of Nufarm Americas Inc. All other trademarks are the property of their respective owners. 9 Page 21 JOHN J. GILCHRIST ARCHITECT A Professional Corporation Architecture • Engineering .May 21,2026 Heather LaVarnway Town of Cortlandt 1 Heady st Cortlandt Manor N Y 10567 Re: 70 Roa Hook Road, Cortlandt NY Site Plan Revisions Heather, I am submitting herewith my drawing 2 of 7, Site Plan, dated 5-21-26 revised pursuant to our last hearing and site walk. The primary revision is to the exit driveway which has been re-aligned to preserve the existing Oil Water Separator. Landscaped area will not be changed by this revision. I show a new seepage pit located downstream of the Oil Water separator. The intent of this is to provide some rainwater recharge. I also added a note regarding the future installation of solar collectors on the building roof. Very truly yours,+ John J. Gilchrist Architect, P.C. John J. Gilchrist AIA Page 22 N/F NYS EXECUTIVE DEPARTMENT 25.1 JOHN J CLEARED TAX# 22.15-2-1 GRAVEL AREA GILCHRIST General Notes 20 17 ARCHITECT 20 25 22.8 a. Prior to any construction beginning, the Applicant shall obtain a building 28.6 A Professional Corporation 20 permit administered through the Department of Technical Services – Office of 18.3 Code Enforcement. 16.6 15.2 PQ b. Prior to the issuance of a building permit, the Applicant shall submit all third 36.4 27.2 16 party permits and approvals. 14.5 35 15 14.6 c. The Applicant shall organize a pre-construction meeting with representatives 33.2 30 17 34.6 19.0 16 34.8 of the Town of Cortlandt and NYSDOT. 15.6 IRON ROD existing bollards 15 34 16.6 FOUND ON 25 PROP. CORNER 13 d. Prior to the issuance of a building permit, the Applicant’s Contractor shall 20 IR F 14 15.3 I 15.7 RF existing domestic water well submit a clearing and grading stakeout sketch as prepared by a licensed 30 1.2' 15.6 13.7 15.1 15.2 professional land surveyor that shall delineate the approved work area. All silt 0.3' 8' x 20' dumpster & recycling area 10' 27.8 15.4 15.7 fencing shall be installed along this line and proper erosion and sedimentation 17.4 10' 26 25.6 22.5 15.5 25 16 6.89' 14.9 14.9 U 12 garbage & recycling is the responsibility of controls shall be installed and inspected. 22 WELL the Owner through private carting services 32.0' 17.7 E 15 '00" 15 12 N 49°05 CC 14.6 T e. No construction debris or recycled material is permitted on site. All imported 15.2 HAL 9.0' 17 ASP 32.0' 24.6 25 14.8 15.4 to well 10 fill shall be laboratory tested and determined to be clean fill in accordance with 20 X CC 15.7 15.6 9.7 applicable NYSDEC guidelines for residential and commercial fill. 16.2 CRW 0.7' 14.3 CC 12.6 32.0' 24.8 A 15.2 32.8' 1.36' RIM:14.41' 12.5 IRF B inimum f. Garbage and recycling is the responsibility of the Owner through private INV A: 12.97' 4"PVC 14.8 9.7 22.5' 14.4 15 13 32.0' 24.4 INV B: 11.21' 15"CPP 16.3 carting services. A 12 15.7 22.0' 14.1 14.8 15.2 RIM: 14.2' Sources : Esri, HERE, DeLorme, Intermap, increment P Corp., 34.6' 100' m Site Location Plan B g. The Owner/Applicant is advised that no blasting is permitted onsite without INV A: 10.68' 14.5 rainwater storage 14 13.4N/F NYS EXECUTIVE INV B: 10.68' GEBCO, USGS, FAO , NPS , NRCAN, G eoBase, IGN, Kadaster NL, 17 15"CPP 14.2 tank to be abandoned 15.1 15.1 15.1 15.2 rain15.3 water storage 13.6 tank to be abandoned an approved rock removal and blasting plan as approved by the Department of 23.8 CRW 14.8 15.1 15.6 11.4 DEPARTMENT Ordnance S urvey, Esri J apan, METI, Esri China (Hong Kong), 15 15 T Technical Services. SR LT 12.7 EN swiss topo, MapmyIndia, © O penS treetMap contributors, and the GIS PHA 10.0' RTM S27°24'00"E W 23 16.2 AS 15.0 15.1 CNC. 15.4 15.7 12.5 TAX# 22.15-2-1 IVE DEP A Us er Community W 15.5 CUT 22.0' 15.1 SR 15.2 h. At the completion of construction a comprehensive as-built survey is required EXE 14.3 U NYS 15-2-1 14.7 22.0' and shall be prepared by a NYS licensed land surveyor. 14.4 U 15.1 30.1' N / F . # 22 U TRAVELED U 15.2 rain water storage tank to be abandoned 15.7 15.7 TAX N BASI WELL 15.0 : LET ' CHAMBERS WAY CHAMBERS E IN 40.0' X UNDER14.9 15.3 PIP PP: 12. 5 C H CAT ' UNDER i. At the completion of construction, the Applicant’s Engineer shall certify that 18 : 7.38 "CMP 22.8 24"C L 22.6 E 30.0' all retaining structures were built in accordance with the approved plans on file 30.1' RI M ' 12 FFE U : 6.23 " PIPE 162.08' .19 24"C 1 =15.5 16.4 with the Town and that all factors of safety for sliding, overturning and 15.5 20.1' 9.4' IN V '8 15 20 CNC. : 3.63 CP 15.6 E= 22.0' INV 2 .63' 24" R 8 settlement have been met. ROOF PP FF 14.6 21.4 DRAIN 22.0' :3 15 INV 3 (TYPICAL) FF 14.9 15.1 E= 20 j. A foundation survey is required to be submitted to the Department of Technical 15.2 1 4.0' 16 5.2 22.3 22 16.3 7 16.0 Services upon completion which shall verify that all footings and setbacks including CNC. 17.5 27.4 2 CNC. 15.0 15.2 15.3 1 STORY 15.2 15.1 28.1 15 14.2 CO U U U U granted variances have been met STRUCTURE #70 CNC. U 18.6' U 1 21.0' 15.0 25 5–21-26 add seepage pit JJG 1.0' 9.0' 20.1' 4.0' 98.0' 30.1' 15.0 3 22.0' k. Copies of permit & approved plans shall always be on the work site during 4.0' A 34.1' U 15.2 15.1 15 four 15 low boy settling tanks w/ wiers MP revised per review 12" C construction 21.8 14.5 14.8 7.76 3–25-26 JJG 21.5 RIM: 14.10' be abandoned16.7 wash water recycling system to23.5 21.5 letters 20 N/F NYS EXECUTIVE DEPARTMENT 20 20 INV A: 10.26' Provisions for future U U ASPHALT SB B 22.0' TAX# 22.15-2-1 4.0' 10.8' INV B: 10.26' U l. Excess cut soil shall be legally disposed of off site. No rock crushing is proposed. roof top solar photo 1–22-26 for review JJG 17 15"CPP 15.2 13.5' 8.0' 8.0' rainwater collection tanks to be removed 14.8 SB SSB voltaic energy system CHAMBERS 14.7 18 EOA UNDER B 16.1 m. On site soil to be used for any purpose on site shall be certified by the design U shall be included 15.2 14.4 9-29-25 for review JJG 21.6 15.3 CRW 15.0 15 10 9 professional and approved by town engineer. AREA=28060.8445±SQ.FT. 8 SB 22.0' 14.5 14 13.5 75.0' 15 FF ACRES=0.6442± 13.4 14 14.1 U E= 15 .25 TAX#22.20-2-1 12.5 SB Date Issue Initial CNC. CNC. 12.4 10 0.2' 2 STORY 13.5 CC 13.7 13.7 15 9.30 59.4' 10.3 N27°24'00"W Site Plan 20.9 U SRW 8.5 "E 21 13 4 0'2 9' NB 14.6 8.6 LINE 14.6 14.8 °1 14.7 NYS DISK N2 2 60 .8 8.8 SB FOG 14.9 13.4 12.2 FOUND 10 8.5 9.6 21.5 12.4 8.9 22.0' CC 12.4 12 SB 50.6 44.0' 12 9.6 9.6 15 ND 9.22 FOU . PIPE PROP 8.8 NB ' 14.3 NB 22.2 N IRO NE OF ALT 190.08' ASPHALT 14 ' SPH 9.7 9.6 8.16 22 0.66 NER FA ET: UTL IRF 21.5 O R 9.5 EO E O 9.2' 9 12.1 C EDG P SB 14.2 I 4.5' 13.8 13.5 10.0 10.3 IPF 10.3 9.7 P PP: N/F NYS EXECUTIVE CC 9.7 9.6 9.9 9.57 24"C New Sales & Service Building NB 12.3 10 9.7 10 DEPARTMENT TRAVELED RIM: 11.77' CC 9.7 for 22.0' 9.9 13 INV A: 7.33' 15"CPP SRW 10.2 9.8 GRAVEL 9.6 10.27 WAY RIM: 13.73' 13.6 INV B: 9.17' 4"PVC 9.6 TAX# 22.15-2-1 21.4 new seepage pit subject INC C: 7.2' 15"CPP 11.1 RIM: 9.35' 6' curb terminal NB Leal Peterbilt 12.0' A INV A: 9.45' INV: 7.58' 14.5 CC 5 24' INV B: 9.35' CC 20 to town approval B 15"CPP 10' external curb extension 15"CPP 12.8 12.2 A 9.84 B CC C new pavement 8.53 6.71 70 Roa Hook Road 10.1 CC 10.7 9.5 13.9 13.2 12.6 11.7 GRAVEL 10.18 NB Town of Cortlandt A "W Flood Linesawcut pavement 2' from white line new 100 Year10.2 Westchester County B '24 CC 13.5 1S343°07 Elev. 10.5 NGVD 1929 SB D 10 IN E 15.5 RIM: 13.51' C 12.5 10.2 FO GL New York INV A: 6.21' 8' 8 INV B: 6.21' 12.7 10.2 NB 5.63 Lot 1 Block 2 Section 22.20 LINE Oil15Water Separator 13 W1 8.80 12.5 INC C: 6.0' RO 11.5 FOG 10.3 9.9 see detail on drawing 7 L RAI 15"CPP 16.0' 10.19 90.8 RIM: 9.59' 10.2 10 RD INV A: 5.72' 15"CPP AL GUA ' 100 Year Flood Line NB A MET 12.4 INV B: 5.44' 24"RCP 10.4 11.7 2"W Elev 10.5 NGVD 1929 12 2'2 10.51 4°5 B (Elev 9.5 NAVD) 7.10 CC IRON ROD R 40' S3 10.4 SB FOUND ON 11.6 11.7 9.13 NB ' PROP. 12.2 CORNER IPF .20 63 10.38 W AD RO 10.5 11 8 O KR IRF R 10' O NB HO 10.8 IRF SB R 15' 5 GE 7.35 OA 11.5 RID 24 11.2 10.9 10.6 11.4 10.36 T R B "R CC 11.3 PH AL IL LE 99. S 9.36 E9 SV 10.7 FA CP 10.8 O T N 2 7' GE AL T ED SB R OU LL-AN P H US KSKI Cambell Foundary 1352B traffic AS TRY 10.86 10.7 E PE . 185 0) rated manhole frame & flat grate EN Y H (S. 10.66 WA 10.9 11.1 11 CC 97 10 min NB 12" .1' PLAN Peerless B-4 1,000 gallon NY 024343-01 exp 03-31-2027 10.8 7.84 Site Plan NORTH precast concrete seepage pit It is a violation of the law for any person, unless INE 10.9 5 acting under the direction of the licensed architect, L SB NB FO G Scale: 1" = 20.0' existing 15" CPP to alter any item in the plans, specifications or reports to which the seal of the architect has been 5'- 0" applied in any way. If an item bearing the seal of an E 11.54 G LIN 9.59 R E EK 0 10' 20' 40' architect is altered, the altering architect shall affix to this item the seal and the notation "altered by" FO SB C LLE 7.68 Prepared with information taken from followed by the architect's signature and the date of . 10.8 E V I "Property Survey & Topography 70 Roa Hook such alteration and a specific description of the NC S alteration. ANN 10.76 R 24" RCP Rd (US RT 9) Cortlandt Manor, New York O C RB W ATE RK) EL: 1.3' CU NB A Prepared for Steven Auth" by Rowan Land filter fabric Mirafi 140S OF ER M G E ED H WA T Surveying, PLLC dated October 14, 2017 John J Gilchrist G AL MET D (HI NB A R 1 1/2" clean crushed stone backfill Architect 18" G U A I L R 9.72 9 IL A Professional Corporation SB RA 18" 7'-0" 18" A RD U TA LG Seepage Pit Detail SB ME 11.43 8.20 7.22 NB 10.80 . NC B CO UR 7 C Peterbilt NB LINE 1" = 20.0' G 2 of 7 FO 250311 Page 23 1 2 3 4 5 6 7 8 CONC. OWNER NewYork-Presbyterian LEASE PARCEL TOP VIEW - SINGLE LUMINAIRE TOP VIEW - DOUBLE LUMINAIRE Hudson Valley Hospital 24 PARCEL 1 ARCHITECT JEFFREY BERMAN ARCHITECT 22 (MEDICAL OFFICE 545 Eight Avenue, 18th Floor, New York, NY 10018 Tel: 212-967-3400, Fax: 212-967-9731 20 A A BUILDING) STRUCTURAL ENGINEER 2'-0 11/16" PARCEL AREA=0.80 AC Severud Associates 18 C O N S U L T I N G E N G I N E E R S P.C. SEE DETAIL 3 469 Seventh Avenue, 9th Floor 16 New York, New York 10018 Tel: 212 986-3700, Fax: 212-687-6467 MEP ENGINEER 14 K 3 STORY CONC. LP2 - Double Luminaire CONC WAL CONSULTING ENGINEERS 12 498 Seventh Avenue, New York, NY 10018 TOTAL HEIGHT = 16 FEET POLE HEIGHT = 14 FEET TEL: 212-615-3600, FAX: 212-615-3700 MEDICAL CIVIL WORKS ENGINEER 10 H Derosier Engineering, LLC 1 IRC OFFICE 35 Gates Avenue 2"B LANDSCAPE Warren, NJ 07059 8 GLASS AWNING (201) 993-0665 BUILDING CURB SEAL 6 PROPOSED NEW: B 10 TOTAL PARKING SPOTS B RAMP CONC AMBULANCE 4 - 2 ADA PARKING NOTES: - 8 STANDARD 2 1/4" = 1'-0" 1 0 CONC. WALK 12 7/16" DIA. IRIR NEW YORK REGISTERED ARCHITECT LICENSE NUMBER: 018146-01 LE NEW YORK LICENSE EXPIRATION: 01-31-2027 SEE PLAN AP REG. " M LP1 - Single Luminaire GAS LP-1 2 WARNING: It is a violation of the NY State Education Law for any person, unless acting under the direction of a licensed architect, to alter any item on these plans LIGHT POST ELEVATION in any way. If alterations to these plans are made, the alterations shall be made in 20 accordance with article 147, section 69.5 of the NY State Education Law. 1 ASPHALT B7 NOT TO SCALE SITE PLAN E. TEL 1,877 sq ft 18 2 LIGHT POST SCHEDULE CURB . C ELEC 1 C 16 NEW ADA 3 BPL-3-1-5G530-27-XX-BL-UNV-PCT 2700K HEDGE 14 FEET 16 FEET 1 A35-14-BL-BC5 LANDSCAPE LINAC BPL-3-2C-5G530-27-XX-BL-UNV-PCT ADDITION RAMP A35-14-BL-BC5 14 FEET 16 FEET 2700K 12 CO P LE NC " M A LP-2 . 2 Anchor Bolt Detail for A35 & S35 RAMP 4 10 3/4 -1 0 AREA OF UNKNOWN Bolt Circle for A35 & S35 3/4 dia. x 17” Galvanized Heavy Hex Nut WORK CONC. WALK Use caution when setting anchor bolts. Bolts must be Galvanized Anchor Bolts UTILITY D COVERS vertically straight and centered on dimensions shown S S 8 ISSUED DATE G RA A35/S35 ISSUED FOR PERMIT SET 03/12/2026 07 3/4”(197mm) 3/4” (19mm) ID 5 POLE ONLY Bolt Circle 3 1/4” Galvanized Flat Washers 1 ISSUED TO ADDRESS PERMIT COMMENTS 05/04/2026 (83mm) 10 9 8 7 6 6 7 3/4” CONC. WALK (197mm) S S LP-1 GRASS 03” (76mm) D 4 Conduit Opening 1/2” (13mm) for leveling RAMP RAMP Hand Hold Location 3/4 - 10 Galvanized Heavy Hex Concrete footing designed 2 Note: Adequate drainage must be provided in concrete foundation. Leveling Nut and supplied by others 1 3/8" = 1'-0" POLE BASE PLATE ANCHOR BOLT DETAIL 0 LP-1 N OW Y 14 K N IT N UN UTIL SIG S RAMP ELECTRIC TRANSFORMERS E NT PROJECT TITLE NYPH #H-00026 12 O V Renovation for C IT EX E SCAP LAND E Linear Accelerator Installation /Volumes/untitled folder/1 JBA Office/NYPH - HVH/2021 HVH LINAC /2021 Drawings/2021 HVH LINAC Permit Set Town Comments.pln 5/4/26 LP-EX E NewYork-Presbyterian Hudson Valley Hospital RE Medical Office Building 10 1 MO Ground Floor VE EXI CU 1980 Crompond Road K ST. RB Cortlandt Manor, NY 10567 L WA DRAWING TITLE NC 8 CO 8"D L SITE PARKING DIMENSIONS PLAN, AL IP ET .W LIGHT POST SCHEDULE & 6 CO R DETAILS NC K R RY CU AL HE W 1"C PLAN EXAMINER DATE: 03/12/2026 RB NC 4 CO JBA PROJECT NO.: 2021 SCALE: AS SHOWN RY F F ER DRAWING NO.: S 1 "CH 2 DROP LIGHT POST R.C. FOOTING A-203 PROPOSED NEW SITE PLAN F1 F6 1 1/2" = 1'-0" SCALE: 3/32" = 1'-0" NOT TO SCALE CON NUMBER: 0 1 2 3 4 5 6 7 8 Page 24 CIARCIA ENGINEERING, P.C. Mr. Chris Kehoe, AICP May 15, 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 May 13, 2026 (cover sheet). 2. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Project Information, dated 11-17-2025, last revised 5-13-2026 (sheet 1 of 17). 3. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Existing / Demolition Plan, dated 3-27-2012, last revised 5-13-2026 (sheet 2 of 17). 4. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Site Plan, dated 8-19- 2025, last revised 5-13-2026 (sheet 3 of 17). 5. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Grading & Utility Plan, dated 3-4-2024, last revised 5-13-2026 (sheet 4 of 17). 6. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Erosion Control Plan, dated 3-4-2024, last revised 5-13-2026 (sheet 5 of 17). 7. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Sewer Design, dated 3-4-2024, last revised 5-13-2026 (sheet 6 of 17). 8. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed On-Site Watermain, dated 10-13-2025, last revised 5-13-2026 (sheet 7 of 17). 9. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Proposed Road Profile, dated 3-24-2024, last revised 5-13-2026 (sheet 8 of 17). 10. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Fire Protection Plan Fire Truck Turning Analysis, dated 10-13-2025, last revised 5-13-2026 (sheet 9 of 17). 11. Amended Site Plan Prepared for Yeshiva Ohr Hameir, 2025 Fire Code Figure D103.1 Analysis, dated 10-13-2025, last revised 5-13-2026 (sheet 10 of 17). Page 25 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 2 12. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 3-4- 2024, last revised 5-13-2026 (sheet 11 of 17). 13. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Details, dated 10-13- 2025, last revised 5-13-2026 (Sheet 12 of 17). 14. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Sewer Details, dated 3-4-2024, last revised 5-13-2026 (Sheet 13 of 15). 15. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Misc. Details, dated 1- 26-2026, last revised 2-9-2026 (Sheet 14 of 17) 16. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Phasing Plan, dated 2- 13-2026, last revised 5-13-26 (sheet 16 of 17) 17. Amended Site Plan Prepared for Yeshiva Ohr Hameir, Walking Trails, dated 6-11-2025, last revised 5-13-26 (sheet 17 of 17). The Town’s engineering consultant provided review memos dated February 18, 2026, and March 3, 2026, for our plan set dated February 18, 2026. The following are our responses to the latest LaBella review memorandums. Administrative Comment 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.). Response 1: The revised plans include all the details and notes required for the approval of all involved agencies. 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. Calculations for a flood study have been provided, but no watershed mapping to support the analysis. Response 2: This comment noted as addressed in the March 3, 2026, LaBella review memo. 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 Page 26 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 3 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 tabulation of the mitigation volume is provided on the site plan (sheet 3 of 17). Comment 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. Response 4: The 100-year flood elevation on the property was determined to be 308.3. All sanitary manhole rims are above that elevation. All existing and proposed buildings have a first-floor elevation above the computed 100-year flood elevation. Comment 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. Response 5: The water services to the buildings have been revised to address this comment. Details of backflow prevention devices and pipe sizes will be included in MEP design for each building. Comment 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. Response 6: The water and sanitary sewer systems have been designed in accordance with all applicable standards. Comment 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. Response 7: The request to the Town Supervisor will be made. The Supervisor will also have to sign the Health Department form DOH-348 which is required for our Westchester County Department of Health submission. Page 27 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 4 Comment 8: The applicant must prepare and submit a Map, Plan and Report (MPR) to the Town for the water facilities. Response 8: The property is within the boundaries of the Corlandt Consolidated Water District; therefore, no MPR should be required. An engineering report will be prepared as part of the submittal to the Westchester County Department of Health (WCDOH). The facility is presently served by public water. Comment 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. Response 9: The letter has been requested from the Town’s Water Division. Comment 10: Applicant to remit payment for water extension fees. Fees will be agreed upon prior to submission based upon the following: a. Water main extension fee is $4,000 plus $2 per gallon of estimated consumption for commercial entities. Response 10: Payment will be made to the Water Division upon agreement of the fee amount. Comment 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. Response 11: The Yeshiva was approved as an out of district user in 2012 by the Westchester County Board of Legislators based on an estimated flow of 23,000 gpd. During the approvals of the Furnace Woods sewer district, the Town requested the property be added to the district. I verified with the Westchester County Department of Environmental Facilities that there is no cap on sewage flows from the Yeshiva and there was no requirement to mitigate inflow and infiltration (I&I). The Yeshiva has made a significant investment into a sewer system that can potentially benefit over 150 properties in the area. This contribution should offset I&I mitigation. When the campus was added to the Peekskill District, we were not advised of any mitigation requirements. Page 28 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 5 Comment 12: Provide vehicle maneuvering plans for refuse vehicles. Response 12: The refuse truck maneuvering has been added to the revised plans. 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. Steve Marino provided an email from Sara Pawliczak from NYSDEC indicating that the proposed disturbances should not have permitting issues. A retaining wall was added to the fire truck turnaround area to eliminate wetlands disturbance. The dormitory parking lot was moved 2 feet away from the wetlands to further reduce the buffer impacts. The wetlands map was signed by NYSDEC on November 25, 2025, indicating the Departments agreement with the wetlands flagging shown on the plans. The applicant has been waiting for the final site plan changes to be completed and SEQRA determination before submitting the Article 24 permit application. Comment 14: Provide a legend for all plans. Some sheets are still missing legends. Response 14: Legends have been added to sheets where appropriate. Comment 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. Response 15: A phasing plan has been added to the plan set (sheet (16 of 17). Comment 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. Response 16: Traffic calming measures have been discussed but are no longer being considered. Page 29 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 6 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: This comment noted as addressed in the March 3, 2026, LaBella review memo. 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: This comment noted as addressed in the March 3, 2026, LaBella review memo. Comment 3: Sheet 1 of 15 The campus population table is not displaying properly on this sheet. Response 3: The population table issue has been corrected. Comment 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. Response 4: The area between the existing parking lot and the ski lift building will be completely disturbed by the floodplain mitigation activities. The path to the building will be within the limit of disturbance. Comment 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. Response 10: The plans have been updated to better illustrate the existing improvements to remain and the new construction. Comment 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. Response 11: The storage building is proposed in a location that will maximize the area for overflow parking. Page 30 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 7 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 campus driveway has been revised to reduce the driveway slope to 10% or less in all locations. 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. Comment 14: Sheet 4 of 15 - Depict how the proposed stormwater basin will discharge. Response 14: The discharge from the basin has been relocated on the revised plans. The discharge has been redirected to the small pond area. 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: A retaining wall is proposed in the revised plans to eliminate the wetlands disturbance required for the fire truck turnaround. The email referenced in administrative comment 13 addresses this concern. Comment 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. Response 16: Additional spot elevations were added in this area to clarify the drainage path. Comment 17: Sheet 4 of 15 – Provide top and bottom elevations for all walls. Response 17: Top and bottom of wall elevations have been added to the revised plans. Comment 18: Sheet 4 of 15 – Label all watermain tees, hydrants, and valves. Response 18: The Proposed On-Site Watermain plan (sheet 8 of 17) been updated to show the location of fittings. Comment 19: Sheet 4 of 15 – Label all rim and invert elevations of drainage structures. Page 31 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 8 Response 19: This comment noted as addressed in the March 3, 2026, LaBella review memo. Comment 20: Show the analyzed floodplain elevation. Response 20: This comment noted as addressed in the March 3, 2026, LaBella review memo. Comment 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. Plans should identify outlet of trap and provide calculations for sizing the depth and area of disturbance being captured. Also provide details of sediment trap. Response 21: The outlet of the sediment trap will be the same as the future detention pond outlet. The outlet will be modified to convert the trap to the permanent BMP. The sizing of the trap is described in the revised SWPPP. A detail of the outlet structure has been added to the plans. Comment 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. Response 22: The property deeded to the town will accommodate a connection to Furnace Woods Road adjacent to pump station. There are no adjacent properties that may benefit from the onsite sewer; therefore, no sewer easements are proposed within the campus. Comment 23: Sheet 6 of 15 – Provide source of rim and invert elevation at pump station and datum used to determine said elevations. Response 23: Rim and invert elevations for the pump were obtained from the Town’s contract drawings. The revised topographic survey checked the benchmark used by the Town’s contractor to ensure the new sewers are designed in the same datum as the pump station. Comment 24: Sheet 6 of 15 – Label the station and elevation of each crossing in the profile. Response 24: The requested labels have been added to the profile. Comment 25: Sheet 6 of 15 – Provide stationing and invert connections of all lateral connections along the proposed new sanitary line. Page 32 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 9 Response 25: The location of all proposed lateral connections is shown on the revised sewer profile (sheet 6 of 17). Comment 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. Response 26: Existing sewer laterals are reused where appropriate. The new and old piping is distinguished by different line types. Only a portion of the Texas building sewer lateral will be reused, the remainder of the buildings will have new sewer connections. Comment 27: Sheet 6 of 15 - There are 4-inch SDR 35 sewer service entering SMH-7 and sewer lateral entering SMH2. The inverts should be verified and shown on profile to confirm adequacy of proposed connections. Response 27: The lateral from the repurposed pool building will be directly connected to SMH2. The revised drawings propose a 6-inch connection; however, the final size will be determined by the MEP. SMH2 is 6.96 feet deep and provides sufficient depth to provide the required lateral slope for the renovated pool building. The common sewer system has been extended to the new SMH8 which is 4.29 feet deep. The existing Dallas plumbing outlet is approximately 1.5 feet deep. The Texas building lateral is very steep, and can be modified to connect to SMH8 The reconstructed Chalet building has 2 sinks and 2 commodes which can easily be accommodated by a 4” service. This building is connected directly to SMH7 Comment 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. Response 28: The revised sewer plan (sheet 6 of 17) shows 2 possible sewer connection locations. No bends are proposed in either line. The actual location and length of the dormitory connection will be defined by the MEP engineer. Comment 29: Sheet 6 of 15 – Provide invert elevations and slopes of all new service connections. Page 33 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 10 Response 29: Invert elevations and slopes are provided based on design assumptions. Final MEP plans will be required to determine actual pipe slopes. The proposed sewer main is designed with sufficient depth to serve the existing and proposed buildings. Comment 30: Sheet 6 of 15 – Revisit the rim elevations of the sanitary manholes in the profile to ensure they correlate to the grading plan. Response 30: The rim elevations have been corrected to agree with the proposed grading. Comment 31: Sheet 6 of 15 – Provide calculations of the velocity of flow within the gravity sewer mains. Response 31: Pipe flow velocities will be provided in the sewer design report. All new sewer mains have a minimum slope of 0.75% which meets the Ten State Standards. Comment 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 Response 32: The revised plans address this comment. The grease trap is directly connected to SMH6 which will allow sampling of the grease trap discharge. Comment 33: Sheet 7 of 15 – Stationing does not align with tick marks. Response 33: The revised plans address this comment. Comment 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. Response 34: A 20-foot pipe section is now provided at the crossing. Comment 35: Sheet 7 of 15 – A few pipe symbols do not align with stationing leaders. Response 35: The labels have been corrected. Comment 36: Sheet 7 of 15 - Hydrant at southwest corner of the building should be located on the southern side of the pavers. Response 35: The hydrant has been relocated to the preferred location. Comment 37. Sheet 7 of 15 – Depict utility crossings, hydrants, and service connection including their stations and inverts on watermain profile. Page 34 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 11 Response 37: The profile has been revised to address this comment. Comment 38: Sheet 7 of 15 – Provide minimum cover depth on watermain profile. Response 38: The minimum cover depth has been added to the watermain profile. Comment 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. Response 39: The fire and domestic services will be sized by the MEP engineer. Comment 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, Response 40: The site driveways have been revised to address this comment. 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 for that truck has been added to the plans. 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: This comment noted as addressed in the March 3, 2026, LaBella review memo. Comment 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. Response 43: The gravel base has sufficient strength to support a fire truck. Pervious pavers are proposed and not grass pavers. A no parking and no snow stockpiling sign has been added to the plans. 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 grading in the area of concern has been revised. Page 35 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 12 Comment 45: Sheet 11 of 15 - Provide specifications for topsoil and permanent and temporary vegetative cover. Response 45: The topsoil specification will be included in the landscape plans. Comment 46: Sheet 11 of 15 - Provide maintenance requirements for each of the erosion and sediment control measures. Response 46: Erosion control maintenance requirements have been added to the sheet. Comment 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. Response 47: The water notes have been combined. Comment 48: Sheet 11 of 15 – Provide trench details for stormwater pipe. Response 48: The drainage trench detail has been added to sheet 13. Comment 49: Sheet 11 of 15 – Remove the wet tap detail and provide a Town of Cortlandt standard gate valve assembly detail. Response 49: The revised plan shows a valve cluster cut into the line. Comment 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. Response 50: Final design and calculations will be provided with the building permit application for the wall. We are proposing a modular block wall with geogrid. Comment 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. Response 51: The detail has been revised in response to this comment. Comment 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. Response 52: The requested notes have been added below the watermain bedding detail on sheet 12. Page 36 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 13 Comment 53: Sheet 12 of 15 - Provide maintenance requirements for each of the erosion and sediment control measures added to this sheet. Response 53: A maintenance schedule is provided with the details on sheet 12. Comment 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. Response 54: The grease trap detail has been revised to address the comment. The unit is designed to support H20 loadings. The grease trap has been relocated to reduce traffic over the unit. Comment 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. Response 55: Based on the existing kitchen, a fixture plan has been prepared. The sizing of the unit is based on the manufacturer’s design criteria. Comment 56. Sheet 14 of 15 – Provide filter fabric around the stone infiltration trench. Response 56: The infiltration trench detail has been revised to include filter fabric around the stone. 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 revised infiltration trench detail does not include the perforated underdrain. Comment 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. Response 58: The revised infiltration trench detail provided on sheet 15 utilizes a 6-inch deep pea gravel diaphragm. Comment 59 Sheet 14 of 15 – Revised the stone material to indicate a no 2 clean washed stone in the infiltration trench. Response 59: The detail has been revised in response to this comment. Page 37 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 14 Comment 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. Response 60: The detail has been revised in response to this comment. 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: This comment noted as addressed in the March 3, 2026, LaBella review memo. Comment 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. Response 62: The detail has been revised to indicate the bedding for the hydrodynamic separator. Comment 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. Response 63: The trail has been relocated to avoid wet areas where possible. The NYSDEC considers a wood chip trail a low impact improvement. Comment 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? Response 64: The proposed trail will be constructed with wood chips. NYSDEC is aware of the proposed trail and has no objections. The NYSDEC permit will include this activity. Trail details will be included with the landscape plans. Should you have any questions or require additional information, please contact me. Sincerely, Daniel A. Ciarcia Page 38 Mr. Chris Kehoe, AICP May 15, 2026 Yeshiva Ohr Hameir Page 15 DAC: mc Page 39 YESHIVA OHR HAMEIR PROPOSED DORMITORY & DINING HALL MODIFICATION MAY 13, 2026 NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY THOMAS & IZUMI CORRELL NOW OR FORMERLY NOW OR FORMERLY SOO YOUNG YANG MATTHEW LAWRENCE KARABAIC 44.12-2-1 PETER HERPICH JORGE G. INGA SARI 44.8-5-3 44.8-5-24 44.12-2-34 NOW OR FORMERLY 44.8-5-25 MATTHEW LAWRENCE NOW OR FORMERLY WOO KARABAIC DAVID RAYMOND GRAFE DS 44.8-5-24 44.12-2-35 CE NA FUR ROAD 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" RESERV E SPACES 44.12-1-6.2 51 20 RE NOW OR FORMERLY S SP ERV AC E ES 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 40 TOWN NOTES: 17 SHEET NUMBER ZONING DISTRICT: R-40 & UNIVERSITY, COLLEGE OR SEMINARY (307-50) EXISTING PROPOSED EXISTING CAMPUS POPULATION TABLE 1. ALL DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR OVERALL TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DESCRIPTION REQ'D DODGE CITY DORMITORY SANCTUARY SITE BLDG BLDG BUILDING 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL 1 MIN. LOT AREA 25 ACRES 37.18 ACRES NO CHANGE NO CHANGE NO CHANGE IMPROVEMENTS TO BE DEDICATED TO THE TOWN OF CORTLANDT FOR REVIEW AND APPROVAL PRIOR TO ACCEPTANCE OF THE DEDICATION. MIN. FRONTAGE 200 FEET 896.5 FEET NO CHANGE NO CHANGE NO CHANGE THIS SHALL INCLUDE TOPOGRAPHY AND UTILITY ELEVATIONS. MIN. FRONT YARD 100 FEET 49.0 FEET 186.7 193.9 280.3 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT SURVEY OF ALL ON-SITE IMPROVEMENTS FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF ORIGINAL DATE: 11/17/2025 4 TOWN COMMENTS 2-18-26 5 TOWN COMMENTS 5-13-26 1 MISC. REVISIONS 12-17-25 MIN. SIDE YARD 100 FEET 244 FEET 496.1 472.7 386.4 CERTIFICATE OF OCCUPANCY. THIS SHALL INCLUDE TOPOGRAPHY AND 2 MISC REVISIONS 1-26-26 3 MISC. REVISIONS 2-9-26 UTILITY ELEVATIONS. MIN. REAR YARD 100 FEET 775 FEET 969.8 944.4 989.2 PROJECT NUMBER: 4. PRIOR TO THE BACKFILLING OF ANY STORM WATER BEST MANAGEMENT MAX. BLDG HEIGHT 70 FEET <35 FT 30 FEET 51.3 FT 28.4 FT PRACTICE, DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. MAX. BLDG STORIES 2-21 2-1/2 2 3 2 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS MAX. BLDG COVERAGE 25% 3.3% 27,126 S.F. 48,228 SF 9,047 S.F. UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED MIN. LANDSCAPED COVER 50% 78.0% PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED TO TOWN’S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE PARKING PROVIDED - 35 + 3 HANDICAP SPACES FORWARDED TO THE TOWN’S PLANNING BOARD ENGINEER FOR REVIEW AND APPROVAL. BUILDING CODE ANALYSIS 6. PRIOR TO ACCEPTANCE OF THE ROAD AND DRAINAGE FACILITIES, THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS ENGINEER THAT THE PROPERTY DATA COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING OR DOWNSTREAM PROPERTIES. PROPERTY OWNER CONGREGATION YESHIVA OHR HAMEIR APPLICANT CONGREGATION YESHIVA OHR HAMEIR 7. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN OF 141 FURNACE WOODS ROAD LOCATION CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER CORTLANDT MANOR, NY 10567 COUNTY DEPARTMENT OF HEALTH. TAX MAP DATA SECTION 44.12 BLOCK 1 LOT 3.1 CIARCIA ENGINEERING, P.C. 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 10. ALL PAVEMENT RESTORATION SHALL MEET AND MATCH EXISTING 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND GRADES. WATSON. 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). 11. NOTIFY DOTS 48 HOURS PRIOR TO INITIATING WORK. 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. 12. CONTRACTOR IS RESPONSIBLE FOR EMPLOYING AND MAINTAINING ALL TRAFFIC CONTROL AND SAFETY MEASURES DURING CONSTRUCTION. COMMUNITY DATA 13. BACKFLOW PREVENTION DEVICES SHALL BE DESIGN AND INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF SCHOOL DISTRICT: HENDRICK HUDSON APPROVED BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR NEAREST SCHOOL: BLUE MOUNTAIN MIDDLE SCHOOL (0.6 MILES) DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND BUILDING CODE FIRE DISTRICT: MOHEGAN LAKE FIRE DISTRICT NEAREST FIREHOUSE: 3 MILES NEAREST PARK: BLUE MOUNTAIN (ADJACENT) 3 ZONING DATA PERMITTED USES ("PERMITTED BY RIGHT"): PROPOSED CHURCH OR OTHER PLACE OF WORSHIP INLUDING BUILDING RELIGIOUS INSTRUCTION; PRIVATE SCHOOL OFFERING COURSES IN GENERAL INSTRUCTION. PROJECT INFORMATION PLANNING BOARD NOTES 1. THE SEWER LINE WILL BE DESIGNED WITH SUFFICIENT CAPACITY, AS DETERMINED BY THE DEPARTMENT OF TECHNICAL SERVICES, TO ACCOMODATE PROPERTIES ALONG, AND IN THE IMMEDIATE VICINITY OF, THE ROUTE OF RELOCATED THE PROPOSED SEWER LINE. PROPANE 2 TANK 2. AT THE TIME OF BUILDING PERMIT APPLICATION, THE APPLICANT SHALL INSPECT AND REMOVE ALL DEAD, DISEASED AND/OR HAZARDOUS TREES THAT COULD IMPACT THE TOWN ROAD AND/OR RIGHT OF WAY OF OIL 4.8% FURNACE WOODS ROAD FOR A DISTANCE OF 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 TRASH 3. AT TIME OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY THE APPLICANT SHALL CURB ENCLOSURE CONSTRUCT AN ON-SITE WALKING PATH TO 4.5%' THE SATISFACTION OF THE DIRECTOR OF 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. THE 100-YEAR FLOOD ELEVATION ON THE PROPERTY WAS AMMENDED SITE PLAN DETERMINED TO BE 308.3 BASED ON HYDROLOGY MODELING. REPLACE YESHIVA OHR HAMEIR 2H ASPHALT PAVEMENT Prepared For 13 LEGEND EXISTING SIDEWALK PROPOSED SIDEWALK ADA ACCESS PATH DORMITORY CHALET ADA ACCESS DINING HALL ADA ACCESS UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=20' SCALE: 1"=20' NEW YORK STATE EDUCATION LAW. Page 41 17 BUILDING DEMOLITION NOTES CONSTRUCTION NOTES: GENERAL NOTES LEGEND SHEET NUMBER 1. ALL CONSTRUCTION ACTIVITIES SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE OF 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF INDUSTRIAL NYS CHAPTER 33 SAFEGUARDS DURING CONSTRUCTION AND THE FIRE CODE OF NYS CHAPTER 14 CODE RULE 753 REGULATIONS. EXCAVATORS AND CONTRACTORS MUST CONTACT FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. DIG SAFELY NEW YORK (STAKEOUT REQUESTS: 1-800-962-7962 OR 811) AT LEAST 48 2. ALL INTERIOR WALL FOOTINGS AND FOUNDATIONS AND ANY OTHER BELOW-GRADE STRUCTURES TO HOURS IN ADVANCE OF ANY MECHANIZED DIGGING OR EXCAVATION WORK TO 2 BE REMOVED SHALL BE EXCAVATED, REMOVED AND ANY VOID CREATED BE BACKFILLED WITH SELECT COMPACTED FILL MATERIAL, COMPACTED TO 98% UNDER BUILDING SLAB AND FOUNDATIONS, ENSURE UNDERGROUND UTILITY LINES ARE MARKED AND 95% UNDER PAVEMENT. 2. CONTRACTOR SHALL IDENTIFY ALL EXISTING UNDERGROUND UTILITIES WITHIN THE 3. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS AND MATERIALS REMOVED AND NOT SALVAGED, LIMITS OF WORK. ALL EXISTING UTILITIES WITHIN THE LIMITS OF WORK SHALL BE INCLUDING ALL EXCAVATED MATERIAL, OFF-SITE AND IN A LEGAL MANNER. DISCONNECTED PRIOR TO COMMENCEMENT OF ANY WORK. REMOVAL NOTES 4 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 11-17-25 10 TOWN COMMENTS 5-13-26 THE CONTRACTOR SHALL INSTALL TEMPORARY MESH CONSTRUCTION FENCE TO 9 TOWN COMMENTS 2-18-26 3. 6 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 3/27/2012 4. CONTRACTOR SHALL USE CARE DURING DEMOLITION TO AVOID DISTURBING OR DAMAGING 2 MISC. REVISIONS 6-11-25 3 MISC. REVISIONS 8-19-25 7 MISC. REVISIONS 1-26-26 1 MISC. REVISIONS 4-18-25 PROTECT ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE. 8 MISC. REVISIONS 2-9-26 ADJACENT ABOVE-GRADE OR SUBGRADE STRUCTURES, FACILITIES, CURBS, PAVEMENTS, AND PERIMETER FENCING, WALLS OR LANDSCAPING, ETC. ANY DAMAGE RESULTING FROM THIS WORK 4. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS, BOTH ABOVE AND WILL BE RESTORED AT THE CONTRACTOR'S EXPENSE. TR* 8 MAPLE PROJECT NUMBER: 5. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE ROOT SYSTEMS OF EXISTING BELOW THE SURFACE, PRIOR TO COMMENCING WORK. ANY DISCREPANCIES TREES TO REMAIN. BULK MATERIAL, EQUIPMENT, OR VEHICLES SHALL NOT BE STOCKPILED OR PARKED WITHIN THE DRIP LINE OF ANY TREE. WHEN NECESSARY, THE CONTRACTOR SHALL SURVEY DATA BETWEEN THE INFORMATION SHOWN ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S FIELD REPRESENTATIVE AND/OR ENGINEER PRIOR TR* 8 MAPLE EXCAVATE BY HAND WITHIN THE DRIP LINE OF EXISTING TRESS, OR AS DIRECTED BY THE OWNER'S 1. BOUNDARY SURVEY PREPARED BY BUNNEY ASSOCIATES AND BADEY AND TO COMMENCING WORK. FIELD REPRESENTATIVE. WATSON. 6. IN AREAS DESIGNATED FOR EXCAVATION, ALL EXISTING PAVEMENTS AND STRUCTURES SHALL BE 5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, RULES AND 2. TOPOGRAPHIC DATA PREPARED BY TC MERRITTS (NGVD88). REMOVED ACCORDING TO THE PLANS AND SPECIFICATIONS, AND AS DIRECTED BY THE OWNER'S REGULATIONS GOVERNING THE WORK. THE CONTRACTOR SHALL COORDINATE 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. FIELD REPRESENTATIVE. DEMOLITION WITH THE (T) CORTLANDT APPLICABLE AGENCIES, UTILITY COMPANIES, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING, EXCAVATING, AND DISPOSING OF ALL AND/OR SUB-CONTRACTORS. MATERIALS INDICATED FOR REMOVAL ACCORDING TO THE SITE REMOVALS PLAN. 6. THE CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS AND/OR UTILITY 8. THE OWNER & CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE AGENCIES PRIOR TO COMMENCING WORK. COMPANIES MAY BE WORKING IN THE AREA AT THE SAME TIME. THE CONTRACTOR SHALL COORDINATE WORK SUCH THAT THERE ARE NO CONFLICTS IN OPERATION. 7. ABOVE OR BELOW GROUND TANKS, SHOULD ANY EXIST, MUST BE PROPERLY EMPTIED, CLEANED AND REMOVED. REMOVAL OF UNDERGROUND TANKS MAY WETLANDS FLAGGING REQUIRE A TANK PERMIT FROM TOWN OF CORTLANDT BUILDING DEPT. CONFIRMATION ON WHETHER SOIL REMEDIATION IS REQUIRED SHALL BE PROVIDED, SHOULD UNDERGROUND TANKS BE DISCOVERED AND REMOVED. 1. STATE WETLANDS BOUNDARY FLAGGED BY STEVEN MARINO FROM TIM MILLER S 20° 22' 30" E ASSOCIATES AND CONFIRMED BY SARAH A. PAWLICZAK FROM NYSDEC ON JUNE 7, 72.43' S 26° 25' 10" E 8. THE OWNER SHALL OBTAIN AND PROVIDE AN ASBESTOS ABATEMENT CERTIFICATE 2023 AND SEPETMBER 19, 2024. 24.61' TO THE TOWN OF CORTLANDT BUILDING DEPARTMENT INDICATING THAT IN THE S 32° 00' 30" E S 8° 53' 10" E EVENT ASBESTOS IS DISCOVERED WITHIN STRUCTURES, IT WAS PROPERLY 2. TOWN OF CORTLANDT WETLANDS FLAGGED BY PAUL J. JAEHNIG ON AUGUST 7, CIARCIA ENGINEERING, P.C. 67.13' 84.10' S 20° 22' 20" E ENCAPSULATED AND REMOVED OFF SITE. 2025 3. WETLANDS FLAGS MAPPED BY TC MERRITTS. WOO 8.70' DS S 2° 30' 50" W 22.11' S 16° 06' 40" W S 17° 21' 10" E S 43° 35' 30" E S 21° 15' 30" E 39.13' 22.83' S 1° 50' 40" E X S 43° 58' 10" E 8.04' S 10° 55' 50" E 10.36' 140.03' C E 59.11' S 23° 17' 00" E 14.30' S 46° 28' 50" E NA 52.95' FUR S 36° 33' 30" E 37.99' X S 24° 17' 20" E S 35° 45' 00" E X S 32° 03' 40" E 23.99' ROAD 11.35' 17.34' FM S 17° 26' 50" E 36.70' EXISTING WALL TO S 20° 57' 30" E S 15° 44' 10" E X 24.78' BE REMOVED S 28° 07' 00" W FM 65.00' FM BUILDINGS TO X FM FM 104.12' BE REMOVED 20.16' FM X X FM FM FM 83.52' FM FM 20.60' S 16° 06' 10" E 0' APPROXIMATE LOCATION OF S 30° 17' 40" E FM 25.17' 48.8 FM EXISTING 1" COPPER WATER WALK AND 22.76' FM PAVEMENT TO SERVICE TO REMAIN S 38° 23' 20" E FM N 81° 03' 20" E BE REMOVED FM FM 19.65' 102.52' FM FM FM APPROXIMATE LOCATION OF FM FM FM S 78° 42' 00" W EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM 62.32' X FM X X N 8° 59' 00" W S 65° 01' 50" W 2' 0+00 0+5 .00 0.00 53.7 110.00' BUILDING AND 167.88' X STAIRS TO BE REMOVED 1+0 0.00 EXISTING WALL TO BE REMOVED X 1+5 N 84° 13' 30" E 0.0 0 33.40' X 2+0 0.00 UTILITY POLE PAVEMENT TO BE REMOVED EXISTING / DEMOLITION TO BE REMOVED X X S 3° 22' 40" E 2+ WALK TO BE REMOVED X 116.36' 50 X .00 N 64° 01' 40" E 13 6+00.00 STAIRS AND WALLS .00 TO BE REMOVED 6+50.00 S 36° 24' 45" W 7+00.00 50 ISLAND TO 14.13' 5+ BE REMOVED 3+ PLAN 00 EXISTING WATER .00 EXISTING METER TO BE BASKETBALL RELOCATED BACKBOARDS TO S 53° 44' 10" W .00 BE REMOVED 45.67' ASPHALT TO 2.55' 3+50.00 00 BE REMOVED 7+50.00 5+ 4+00.00 W 8+00.00 PAVEMENT 8+50.008+69.11 TO BE 4REMOV +50.00ED 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' UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SCALE: 1"=40' X:\Details\811Eng_ver_BW.jpg DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 42 FLOODPLAIN MITIGATION ANALYSIS PARKING SUMMARY 17 LEGEND SHEET NUMBER TOTAL AREA OF DISPLACED FLOODPLAIN 10,905 SQ.FT. PARKING SPACES 33 AVERAGE ELEVATION OF FILLED AREA 307.0 FT. HANDICAP SPACES 4 TOTAL FLOODPLAIN DISPLACEMENT 10,905 CU.FT. RESERVE SPACES 71 TOTAL SPACES 108 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 7 TOWN COMMENTS 5-13-26 3 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 8/19/2025 5 MISC. COMMENTS 2-9-26 PROJECT NUMBER: 2H LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS ACE FU RN ROAD FM FM FM FM FM FM FM FM 4 FM FM 7 FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED TRASH CURB ENCLOSURE PROPOSED SITE PLAN 26" PAVEMENT RESERV E SPACES PROPOSED 51 CURB PROPOSED ON-SITE WALKING TRAIL PROPOSED 20 GUIDERAIL RE PROPOSED S SP ERV SIDEWALK AC E ES 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 43 LEGEND 17 SHEET NUMBER 4 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 9 TOWN COMMENTS 5-13-26 8 TOWN COMMENTS 2-18-26 6 TOWN COMMENTS 1-26-26 5 MISC. REVISIONS 12-17-25 7 TOWN COMMENTS 2-9-26 2 MISC. REVISIONS 4-18-25 1 MISC. REVISIONS 3-28-25 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: W W W W W SMH-2 CIARCIA ENGINEERING, P.C. PROPOSED NEW WOO 8" WATER VALVES DS C E RNA FU ROAD W W FM FM FM FM W FM W FM FM W FM W 4 FM FM 7 W W FM APPROXIMATE LOCATION OF FM W FM EXISTING 1" COPPER WATER W FM SERVICE TO REMAIN FM W FM 20' W FM FM FM W FM W APPROXIMATE LOCATION OF FM W FM W FM W EXISTING 2" COPPER WATER FM W 1H SERVICE TO REMAIN FM FM W 0+00 0+5 AL E 3 W .00 0.00 SW N PROPOSED 2"COP W IO DOMESTIC SERV PER 1+0 RS ICE 0.00 VE W DI W 1H 1+5 0.00 W W W W PROPOSED 4"DIP W CL54 FIRE SERVICE 2+0 PROPOSED 1"COP 4 0.00 PER W W DOMESTIC SERV ICE PROPOSED 4"DIP PROPOSED 2"COP GRADING & UTILITY PLAN W CL54 FIRE SERVICE PER 2 DOMESTIC SERV W W W ICE W W YD-2 W W W W W W W W W W W 2+ W W W W W CB-1 W W W W 5 W W W 0.0 W W W W W W 0 W W W W W 6+00.00 W .00 6+50.00 26" W 7+00.00 W W 50 RESERV W W 5+ E SPAC ES W 3+ W 51 W W 00 W YD-4 .00 W CB-2 YD-3 W .00 3+50.00 00 W 7+50.00 5+ 4+00.00 8+00.00 8+50.008+69.11 W 4+50.00 CB-5 W FD-1 PROPOSED 20 GUIDERAIL RE S SP ERV YD-1 AC E ES W W W AMMENDED SITE PLAN CB-3 YESHIVA OHR HAMEIR PROPOSED 4"DIP TEMPORARY CONS W W TRUCTION FENCE CL54 FIRE SERVICE W W PROPOSED PROPOSED 2"COP Prepared For PER HYDRANT 2H DOMESTIC SERV 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 44 CONSTRUCTION SCHEDULE 5. INSTALL SEDIMENT TRAP IN THE LOCATION SHOWN ON THE PLAN. ONCE SEDIMENT HAS REACHED THE LEGEND 17 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. AND OPEN EXCAVATIONS FROM EROSION. ENTRY INTO THE SYSTEM SHALL BE BLOCKED OFF UNTIL SITE 4 TOWN COMMENTS 11-17-25 3 TOWN COMMENTS 10-13-25 RESPONSIBLE FOR IMPLEMENTATION OF THE PRACTICES INCLUDED IN THE SWPPP. 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 HAS REACHED FINAL STABILIZATION. ONCE SYSTEM HAS BEEN INSTALLED, BACKFILL, SEED WHERE NECESSARY, LOD LOD LOD 6 TOWN COMMENTS 2-9-26 2 MISC. REVISIONS 6-11-25 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 2. AN OWNER OR OPERATOR OF A REGULATED CONSTRUCTION PROJECT, HALL HAVE A QUALIFIED INSPECTOR 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. 4. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE EROSION AND SEDIMENT CONTROL 15. COMPLETE INSTALLATION OF STORMWATER MANAGEMENT SYSTEM. POST CONSTRUCTION MAINTENANCE: 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. WOO LOD LOD LOD DS LOD C E NA FUR SCE LO LOD D ROAD FM LOD FM FM LOD FM FM FM FM FM FM LOD FM FM LOD FM LOD LOD FM LOD FM LOD LOD LO FM D LOD FM LOD 20' FM FM LOD FM FM SCE FM FM LO LO LOD FM D D LOD FM LOD LOD FM LOD FM LOD LO LO D D LOD LOD LOD ALE LOD LO LOD SW D LOD LOD N O SI LOD LOD LOD LOD ER PROPOSED LOD IV BUILDING LOD LOD D LOD LOD LOD LOD PROPANE LOD LOD LOD LOD TANK LOD LOD LOD D LOD EROSION CONTROL PLAN LO LOD RELOCATED LOD PROPANE LOD TANK LOD PROPANE CLEAR INSIDE LOD TANK CAB LEGTH ENTRANCE L C CLEAR INSIDE CAB WIDTH ENTRANCE C L LOD LOD LOD YD-2 LOD LOD LOD D L C LOD LO LOD LOD LOD CB-1 LOD PROPOSED TRASH LOD LOD ENCLOSURE SCE LOD 26" LOD D LO LOD LOD YD-4 CB-2 YD-3 LO LOD LOD D LOD LO D LOD LOD CB-5 SCE LOD FD-1 D LO LOD LOD LOD LOD LOD LOD PROPOSED LOD LOD YD-1 SIDEWALK 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 D LO LOD LOD CB-3 LOD YESHIVA OHR HAMEIR LO D LO D LOD LO D TEMPORARY CONS TRUCTION FENCE LO D LO LOD LOD D LO Prepared For D LOD LO D LIMIT OF DISTURBANCE LOD 4.46 ACRES LO D APPROXIMATE FEMA LO LOD 100-YEAR FLOOD D ELEVATION 308.3 LO D LOD LOD LOD TEMPORARY D CONSTRUCTION LO LO FENCE D LO D LO LOD D D LO LO LO D D OD LO L D LO D LO D LOD D LO 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 45 17 SHEET NUMBER PS SMH-1 SMH-2 SMH-3 SMH-4 SMH-5 SMH-6 SMH-7 SMH-8 6 3 TOWN COMMENTS 10-13-25 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 5-13-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: 330 330 I V. . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 320 320 310 310 CIARCIA ENGINEERING, P.C. 300 300 290 290 -0+10 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 DRIVEWAY PROFILE 1" = 40' H 1" = 8' V 4 FM 20' FM 20' 7 FM WATERMAIN APPROXIMATE LOCATION OF FM PROPOSED EASEMENT FM EXISTING 1" COPPER WATER CURB FM PROPOSED SERVICE TO REMAIN FM PAVEMENT FM FM FM FM WIDENING FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM X FM SMH-1 0+00 0+5 3 .00 0.00 PROPOSED ON-SITE 1+0 PROPOSED 0.00 BUILDING SEWER DESIGN 1H 1+5 0.00 PROPANE TANK 2+0 4 0.00 PROPANE RELOCATED TANK 2 PROPANE SMH-2 TANK YD-2 2+ CB-1 X 50 X PROPOSED PROPOSED .00 TRASH CURB ENCLOSURE 6+00.00 PROPOSED .00 SMH-5 PAVEMENT 6+50.00 7+00 -6.00 50 RESERV SMH 5+ E SPAC ES PROPOSED 51 CURB 3+ 00 YD-4 .00 CB-2 YD-3 .00 3+50.00 00 SMH-3 7+50.00 5+ 4+00.00 SMH-7 8+00.00 CB-5 4+50.00 SMH-4 8+50.008+69.11 FD-1 20 RE PROPOSED S SP ERV AMMENDED SITE PLAN YD-1 SIDEWALK AC E ES YESHIVA OHR HAMEIR HVAC OIL X TANK Prepared For X CB-3 FEMA ZONE A REPLACE 2H ASPHALT PAVEMENT 13 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 46 17 SHEET NUMBER 7 3 TOWN COMMENTS 10-13-25 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS 12-17-25 6 TOWN COMMENTS 2-9-26 ORIGINAL DATE: 3/4/2024 330 330 PROJECT NUMBER: 330 330 I V. . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 320 320 320 320 320 320 320 320 320 320 310 310 310 310 310 310 310 310 310 310 CIARCIA ENGINEERING, P.C. 300 300 300 300 300 300 300 300 300 300 0+00 0+50 1+00 1+50 1+91 0+00 0+50 0+71 0+00 0+50 1+00 1+30 0+00 0+50 1+00 1+50 1+90 0+00 0+50 1+00 1+50 YD - 3 STORM PROFILE DRIVEWAY PROFILE CAFETERIA BUILDING STORM PROFILE DORMATORY BUILDING STORM PROFILE FLOOD PLAIN STORM PROFILE POOL BUILDING STORM PROFILE 1" = 40' H 1" = 40' H 1" = 40' H 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V 1" = 8' V 1" = 8' V 1" = 8' V FM APPROXIMATE LOCATION OF FM PROPOSED FM EXISTING 1" COPPER WATER CURB FM PROPOSED SERVICE TO REMAIN FM PAVEMENT FM WIDENING FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM SERVICE TO REMAIN FM X 3 FM E AL SW N SIO VER DI CLEAR INSIDE CAB LEGTH ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL CL 320 320 PROPOSED ON-SITE X STORM DESIGN X PROPOSED CURB PROPOSED PAVEMENT 310 310 PROPOSED CURB 300 300 0+00 0+50 0+56 PROPOSED GUIDERAIL DRIVEWAY PROFILE DORMATORY BUILDING STORM PROFILE 1" = 40' H 1" = 8' V X X AMMENDED SITE PLAN YESHIVA OHR HAMEIR TEMPORARY CONS TR UCTION FENCE REPLACE Prepared For ASPHALT PAVEMENT APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 TEMPORARY CONSTRUCTION FENCE UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=40' Page 47 17 SHEET NUMBER 8 WATERMAIN INSTALLATION STANDARDS 340 340 ¾” ” ORIGINAL DATE: 10/13/2025 3 TOWN COMMENTS 5-13-26 1 MISC. REVISIONS 12-17-25 1" = 40' H 2 TOWN COMMENTS 2-9-26 1" = 8' V PROJECT NUMBER: WATERMAIN PROFILE 330 330 4 5 320 320 310 310 CIARCIA ENGINEERING, P.C. 300 300 290 290 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+36 0+00.00 PROPOSED NEW WOO 8" WATER VALVES X DS ACE N FUR 0+50.00 X X ROAD W W X X W W X X W W 20' W 0 W 20' 0.0 WATERMAIN APPROXIMATE LOCATION OF W EASEMENT PROPOSED ON-SITE EXISTING 1" COPPER WATER W 1+0 SERVICE TO REMAIN W 20' W W W APPROXIMATE LOCATION OF W W W EXISTING 2" COPPER WATER WATERMAIN W X SERVICE TO REMAIN 0 W 0.0 SMH-1 E 1+5 AL W SW N PROPOSED 2"COP W IO DOMESTIC SERV PER ERS ICE V W DI W 2+00.00 W W W W PROPOSED 4"DIP W CL54 FIRE SERVICE PROPOSED 1"COP PER W W DOMESTIC SERV ICE PROPOSED 4"DIP W CL54 FIRE SERVICE PROPOSED 2"COP DOMESTIC SERV PER W W W ICE CLEAR INSIDE CAB LEGTH SMH-2 ENTRANCE CLEAR INSIDE CL CAB WIDTH ENTRANCE CL W W CL YD-2 W 2+ W W W 50 W W W W W W W W W W W W .00 W CB-1 W W W X W W W X W W W W W W W W ¾” W W W W 26" W W SMH-5 W 3+ W SMH-6 00 W .00 W W W W W YD-4 W CB-2 YD-3 W AMMENDED SITE PLAN 3+ SMH-3 W 50 SMH-7 ¾” .0 ¾” 0 W YESHIVA OHR HAMEIR CB-5 SMH-4 W FD-1 PROPOSED GUIDERAIL 4+00.00 Prepared For YD-1 W W W 4+50.00 X X CB-3 5+ 00 .0 PROPOSED 4"DIP 0 W W 5+5CL 54 FIR 0.00 E SERVICE 6+00.00 W W 6+50.00 7+00.00 7+35.82 PROPOSED PROPOSED 2"COP HYDRANT DOMESTIC SERV PER ICE 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 48 17 SHEET NUMBER 9 GRADE BREAK STA = 0+00.75 3 TOWN COMMENTS 10-13-25 8 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 1-26-26 7 TOWN COMMENTS 2-18-26 4 MISC. REVISIONS12-17-25 6 TOWN COMMENTS 2-9-26 340 340 ORIGINAL DATE: 3/4/2024 PROJECT NUMBER: ELEV = 324.091 I V. . UMPN 1 DRAFT 1-29-25 2 DRAFT3-3-2025REVP 50.000VC 330 330 GRADE BREAK STA = 2+59.89 330 330 ELEV = 310.139 0.19% 75.000VC 320 320 320 -10 .81 320 % CIARCIA ENGINEERING, P.C. 310 310 -1.03% 310 310 300 300 300 300 0+00 0+50 1+00 1+50 2+00 2+50 2+70 290 290 DRIVEWAY PROFILE 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 3 1" = 40' H 1" = 40' H 1" = 8' V 1" = 8' V WOO DS PROPOSED ROAD PROFILE A CE FU RN ROAD FM FM FM FM FM FM FM 4 FM 7 FM FM PROPOSED FM CURB PROPOSED PAVEMENT FM 0 20' WIDENING 0.0 FM 1+5 1+00. FM 00 FM FM 0+50. FM 1H 00 FM 0+00. 0+00 0+ 00 .00 50.00 E 00 AL 3 SW 2+00. N IO 1+0 RS PROPOSED 0.00 DIVE BUILDING 1+5 1H 0.00 PROPANE TANK 0 2+0 .0 4 0.00 026+50 PROPANE RELOCATED TANK 2 PROPANE TANK YD-2 2+70. 2+ CB-1 50 PROPOSED PROPOSED .00 TRASH CURB ENCLOSURE 6+00.00 0 PROPOSED .0 6+50.00 26" 7+00.00 PAVEMENT 50 RESERV 5+ E SPAC 3+ ES PROPOSED 51 CURB 00 YD-4 .00 CB-2 YD-3 .00 AMMENDED SITE PLAN 3+50.00 00 7+50.00 4+00.00 5+ 8+00.00 CB-5 4+50.00 8+50.08+ 0 69.11 YESHIVA OHR HAMEIR FD-1 PROPOSED 20 GUIDERAIL RE PROPOSED S SP ERV YD-1 SIDEWALK AC E ES Prepared For HVAC OIL TANK CB-3 TEMPORARY CONS TRUCTION FENCE REPLACE 2H ASPHALT PAVEMENT 13 APPROXIMATE FEMA 100-YEAR FLOOD ELEVATION 308.3 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. SCALE: 1"=50' Page 49 17 SHEET NUMBER 10 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 6 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 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 A CE Mohegan 43 RN Mohegan 43 FU ROAD FM FM FM FM FM FM FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM FM 20' FM FM FM FM APPROXIMATE LOCATION OF FM FM FM EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM FM 3 1H 4 3 Mohegan 4 2 FIRE TRUCK TURNING ANALYSIS YD-2 FIRE PROTECTION PLAN CB-1 26" RESERV E SPAC ES 51 YD-4 CB-2 YD-3 CB-5 FD-1 Mohegan 43 PROPOSED 20 GUIDERAIL RE S SP ERV YD-1 AC E ES AMMENDED SITE PLAN CB-3 YESHIVA OHR HAMEIR TEMPORARY CONS TRUC TION 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 50 17 SHEET NUMBER 11 1 TOWN COMMENTS 12-10-25 ORIGINAL DATE: 10/13/2025 6 TOWN COMMENTS 5-13-26 5 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 4 TOWN COMMENTS 2-9-26 PROJECT NUMBER: CIARCIA ENGINEERING, P.C. WOO X DS A CE RN X FU X ROAD FM X FM FM X FM FM FM X X FM FM 4 FM FM 7 FM APPROXIMATE LOCATION OF FM FM EXISTING 1" COPPER WATER FM SERVICE TO REMAIN FM 20' FM FM FM FM FM APPROXIMATE LOCATION OF FM FM FM 20' EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN FM X FM 0+00 0+5 AL E 3 .0 0 0.00 W S N O SI 1+0 E R 0.00 DI V 1H 1+5 0.0 0 2+0 4 0.00 2 2+ X 50 FIGURE D103.1 ANALYSIS X 0 .0 38.6' 25' 6+00.00 2025 FIRE CODE .00 6+50.00 26' 7+00.00 50 RESERV 20' 5+ E SPAC ES 3+ 51 00 .0 15' 0 R26' .00 3+50.00 00 7+50.00 5+ 4+00.00 8+00 1.0 500 ' 8+50.008+69.11 4+50.00 PROPOSED 20 GUIDERAIL RE S SP ERV AC E 26'WIDE AERIAL FIRE ES APPARATUS 26' ACCESS ROAD 150' 32.3' X 20' X AMMENDED SITE PLAN R28' PROPOSED PORUS PAVER YESHIVA OHR HAMEIR 60' ACCESS ROAD DEAD-END APPARATUSFIR E 26' ACCESS RO LENGTH 327AD ' Prepared For 2H 13 APPROXIMATE FEMA 100-YEAR FLOOD 20' ELEVATION 308.3 UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 51 17 SHEET NUMBER WOVEN WIRE FENCE SYMBOL (MIN. 14 1/2 GAUGE 50'MIN. EXISTING SYMBOL W/ MAX. 6" MESH PAVEMENT SPACING) 3' 5 :1 FLOW OPTIONAL SEDIMENT BASIN DEWATERING 12 DEVICE - I WITH 6" MIN. PERFORATED RISER 10' MAX. C. TO C. 6"MIN. 36" MIN. LENGTH FENCE FILTER MOUNTABLE BERM EXISTING POSTS DRIVEN MIN. 16" CLOTH PROFILE (OPTIONAL) GROUND CAP END UNLESS EQUAL TO INTO GROUND. OR GREATER THAN ELEV. OF 50'MIN. TOP OF FILL PRIMARY RISER CREST ANTI-VORTEX HEIGHT OF FILTER DEVICE 2 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 5-13-26 10'MIN. = 16" MIN. 2 1" PERFORATIONS 3 TOWN COMMENTS 2-9-26 EXISTING 1 MISC. REVISIONS 4-18-25 ORIGINAL DATE: 3/4/2024 1 MIN. 6" GROUND W RISER DIAMETER CMP FILTER CLOTH OVER LO W 8" MIN. O WIRE MESH PROJECT NUMBER: F EXISTING FLOW FL 12'MIN. 12'MIN. PAVEMENT FLOW APPROXIMATE ORIFICE PLATE PERSPECTIVE VIEW LOCATION PLAN VIEW MIN. 6" DIA. NYS DOT #2 STONE 10'MIN. 36" MIN. FENCE POST PIPE CORE CONTINUOUS BAND EXCAVATED AREA (AS REQUIRED) WOVEN WIRE FENCE (MIN. 14 1/2 BARREL GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH 20"MIN. CONSTRUCTION SPECIFICATIONS SIDE SLOPE 2:1 RISER BASE BASE PLATE (1/4") FLOW 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 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. OPTIONAL SEDIMENT BASIN DEWATERING 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. DEVICE - II 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- POND STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS CONSTRUCTION SPECIFICATIONS EMBANKMENT CIARCIA ENGINEERING, P.C. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6" X 1/2" DIAM. ROD BOLTED OR IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. WELDED TO RISER FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL 1. CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 8" MIN. DIAMETER PERFORATED PIPE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL WRAPPED WITH FILTER 20' 2. GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. MIN. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY CLOTH. LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. 3. WEEP HOLES SHALL BE PROTECTED BY GRAVEL. 12"MIN. LAYER NYS DOT #2 STONE MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH OUTFLOW 4. UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA, SEAL WEEP HOLES, STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 12"MIN. LAYER NYS DOT #2 STONE 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. FILL EXCAVATION WITH STABLE SOIL TO FINAL GRADE, COMPACT IT PROPERLY AND STABILIZE WITH PERMANENT SEEDING. CAP END 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH WELDED OR CEMENTED JOINT 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN RAIN. MAXIMUM DRAINAGE AREA 1 ACRE OF PIPE (WITH ADAPTER IF NECESSARY) "BULGES" DEVELOP IN THE SILT FENCE. U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, EXCAVATED DROP ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, RISER PIPE NATURAL RESOURCES CONSERVATION SERVICE SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, INLET PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DEWATERING DEVICES NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE 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 1. COMPACT BACKFILL TO 95 RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE IN 8-INCH LIFTS. ALL THRUST BLOCKS SHALL BE A MINIMUM OF 3,500 PSI CONCRETE. 2.RECYCLED FILL / ITEM 4 IS NOT PERMITTED AS BACKFILL. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE 3. WHEN DETERMINED BY DOTS, AND AS DIRECTED, REMOVE UNSUITABLE THRUST BLOCK DETAIL NEW YORK STATE EDUCATION LAW. 3 MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 4 INCH OR CRUSHED N.T.S. STONE. COMPACT IN 6-INCH LIFTS. Page 52 17 SHEET NUMBER SYMBOL 13 CLEAN WATER DISCHARGE HOSE PUMP A ORIGINAL DATE: 10/13/2025 2 TOWN COMMENTS 5-13-26 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 5 3 PVC PIPE VARIABLE NYS DOT #2 OR EQUIVALENT WASHOUT SIGN 12" WATERMAIN INSTALLATION STANDARDS CIARCIA ENGINEERING, P.C. CONCRETE WASHOUT STATION TREE PROTECTION FENCE ¾” ” CONSTRUCTION SPECIFICATIONS 1. PIT DIMENSIONS ARE VARIABLE. 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 products (RECPs), including any necessary application CORRUGATED OR PVC PIPE. 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 Plan View 10 - 15 cm sufficient to allow intimate contact of the RECP with 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 THE STANDPIPE SHOULD BE WRAPPED WITH FILTERCLOTH BEFORE INSTALLATION. LT compacted soil with a row of staples/stakes/pins 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 Application ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL Bio-degradable fasteners shall not be used with VMax (Degradable) (Permanent) 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 EROSION CONTROL NOTES: MAINTAIN LINE AND GRADE. 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. DRAINAGE BEDDING 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 53 SANITARY SEWER NOTES: 17 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 NOTE: DETAIL OF CHUTE TROUGH IN MANHOLE UNDISTURBED EARTH NO.40 NO.200 5-25% 0-10% FOR BACKFILLING REQUIREMENTS OF SEWER SERVICE TRENCH WIDTH = D+2' MIN. NYSDOT ITEM#304.14 SEE "SEWER MAIN/SEWER SERVICE TRENCH DETAIL". PAYMENT LIMITS, BEDDING, HAUNCHING SEWER MAIN & SEWER SERVICE AND INITIAL BACKFILLS SEWER MAIN/SEWER SERVICE TRENCH DETAIL NOTES: #5 Reinforcing 8. CRUSHED STONE SHALL EXTEND TO 12-INCEHS ABOVE SPRING LINE OF 1. NO ROCK IS TO PROJECT INTO WITHIN THE EDGES OF THE TRENCH. IN ROCK Bars Top & Bottom EXCAVATION PIPE SHALL BE A MIN. OF 6" OVER AND AWAY FROM ROCK. PIPE. 10. TRENCH BACKFILL, PIPE BEDDING, AND PIPE ZONE BACKFILL SHALL BE CIARCIA ENGINEERING, P.C. 2. BACKFILL SHALL BE PLACED SO AS TO NOT DISTURB THE PIPE ALIGNMENT . COMPACTED TO 95% MODIFIED PROCTOR. 11. WITHIN THE SPECIFICATION FOR TRENCH BACKFILL (REFERRED TO AS 3. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6" OF NYSDOT ITEM SELECT FILL IN DETAIL) REMOVE LINE INDICATING BACKFILL MATERIAL MAY 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. CONTAIN STONES UP TO 6INCHES IN THEIR GREATESTDIMENSION FROM 24-INCEHS ABOVE THE TOP OF PIPE FROM TO BOTTOM OF SUBGRADE. 4. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE 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 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% NO. 200 0-10% 6. REMOVE ALL BEDROCK WITHIN 6 INCHES OF PIPE. 7. CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE REINFORCEMENT 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM. PRIOR TO LAYOUT FOR SLAB ANY WORK, CONTRACTOR SHALL SUBMIT TO DOTS FOR REVIEW A TRENCHING PLAN. 8. RECYCLED FILL / ITEM 4 IS NOT PERMITTED AS BACKFILL. SEWER MAIN STANDARDS " 6 /1 3 1 Manhole Wall 3 3/8" 1 3/8" 5/8" " 6 /1 Butyl Rubber 7 Federal Specification 1 5 ” 9 3/4" SS-S-00210 (GSA-FSS) ” 1" STEEL REINFORCING “ ” 1 1/2" STEP CROSS SECTION JOINT DETAIL DETAIL OF PRECAST CONCRETE MANHOLE - FLAT TOP DETAIL OF REINFORCED POLYPROPYLENE MANHOLE STEP SEWER DETAILS H. THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. I. ’ C L CLEANOUT ASSEMBLY DETAIL 1. ALL CLEAN-OUT FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLEFOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING FIT. 2. CLEAN-OUT COVERS SHALL CONTAIN THE WORD "SEWER" CAST IN RAISED LETTERS. Manhole Frame and Covers Shall Be 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN As Manufactured By Campbell Foundry. CLEAN AND FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY (See notes Below). HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE SEWER. AMMENDED SITE PLAN Outlet YESHIVA OHR HAMEIR Concrete Invert Trowel Finished. Half Pipe Concrete Invert and Bench. Diameter. Full Width Trowel Finished. Half Pipe of Manhole. Existing Sewer Main Diameter. Full Width MANHOLE FRAME AND COVER of Manhole. Prepared For Existing Sewer Main Center Line of Pipe Pitch MANHOLE FRAME AND COVER NOTES 1" per ft. Contractor shall 1. ALL MANHOLE FRAMES AND COVERS SHALL BE MADE IN THE U.S.A., HEAVY DUTY, SUITABLE provide a watertight FOR TRAFFIC LOADING WITH A MACHINED MATING SURFACE FOR A TIGHT NON-ROCKING seal at connection Contractor shall provide a FIT. Existing around new pipe. watertight seal around new pipe Manhole (Base) at connection to existing manhole 2. MANHOLE COVERS: A. STANDARD MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS MANUFACTURED BY CAMPBELL CAMPBELL FOUNDRY, MODEL NO. 1011B. COVERS Pipe Alignment Varies Existing SHALL CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND THE WORD Pipe Alignment Varies and is Dependent on Manhole (Base) "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. Field Conditions. DETAIL OF PRECAST CONCRETE MANHOLE - CONE SECTION Inlet B. EASEMENT MANHOLE COVERS - SHALL BE SOLID NON-VENTED CASTINGS AS SECTION MANUFACTURED BY CAMPBELL FOUNDRY, MODEL NO. 1454B. COVERS SHALL HAVE A LOCKING MECHANISM, CONTAIN TWO WATERTIGHT CONCEALED PICKHOLES, AND THE WORD "SEWER"/"DRAIN" CAST IN TWO INCH HIGH RAISED LETTERS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP THE COVER PATTERN CLEAN AND TYPICAL DETAIL OF TIE IN TO EXISTING MANHOLE FREE OF EXCESS PAVEMENT, MORTAR, AND DIRT THAT MAY HINDER REMOVAL OR OBSCURE THE LETTERING UNTIL THE MUNICIPALITY HAS ACCEPTED THE. SEWER UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. Page 54 GREASE TRAP DESIGN: 17 SHEET NUMBER This narrative provides the basis-of-design for the grease waste system serving all kitchen fixtures. The design includes fixture routing, flow calculations, NYS Plumbing Code compliance, and grease interceptor sizing per the 2014 NYSDEC 30-minute detention standard. The kitchen operates with staggered fixture use 15 and does not run multiple sinks or equipment simultaneously. Fixtures Routed to Grease Hand sink - 10×13×5 in 2-compartment sink - (18×24×14 in) ×2 bowls 3-compartment sink - 24×24×17, 24×24×17, 36×24×17 in Vegetable prep sink - 20×20×14 in 2 TOWN COMMENTS 2-18-26 3 TOWN COMMENTS 5-13-26 ORIGINAL DATE: 1-26-2026 1 TOWN COMMENTS 2-9-26 Mop/service sink - 18×19×14 in Floor drain - kettle/skillet area H Pre-rinse sprayer - assumed 2.0 gpmHobart 6460 potato peeler - assumed 10 gpm intermittent PROJECT NUMBER: ID Methodology NOTES: 1. THE SUBSURFACE GRADE FOR THE PROPOSED ROAD SHALL BE INSPECTED AND APPROVED PRIOR TO ANY ITEM 4 BEING PLACED AND COMPACTED. Grease interceptor sizing is based on: 2. IF THE SOIL IS DEEMED QUESTIONABLE GEOGRID MATERIAL a) Fixture bowl volume calculations using 75% usable volume and a 2-minute drain-down. SHALL BE INSTALLED PRIOR TO THE ITEM 4 PLACEMENT. b) NYS Plumbing Code DFU values for drainage sizing. c) Peak flow (Q_peak) based on the largest credible simultaneous discharge event. TYPICAL ROAD SECTION d) A required 30-minute detention time per NYSDEC Design Standards for Intermediate Sized 4 5 WastewaterTreatment Systems (2014). 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 NOTES: peak flow is therefore limited to the largest sink drain with minor concurrent flow: Nominal Diameter, Depth of Invert, H, in. (mm) 1. CONCRETE BACKFILL SHOULD EXTEND DOWNWARD TO AT 3-compartment sink drain: 55.6 gpm ID, in. (mm) LEAST THE SPRING LINE OF THE PIPE. SOIL BELOW THE PIPE Minimum Maximum Pre-rinse sprayer allowance: 2.0 gpm AND CONCRETE SHALL BE A LEAN CLAY OR SIMILAR AT 95% 4 (100) 10.25 (260) 28.00 (711) COMPACTION. Minor concurrency factor: 3-5 gpm 2. IF UNSUITABLE MATERIAL IS ENCOUNTERED, PIPE SHALL BE 6 (150) 12.50 (318) 30.00 (762) Resulting realistic Q_peak: **60-65 gpm** PLACED ON A 6" BED OF 34 INCH CRUSHED STONE. CIARCIA ENGINEERING, P.C. 8 (200) 14.50 (368) 32.00 (813) 10 (250) 16.50 (419) 34.00 (864) Grease Interceptor Sizing (Updated to 2,000 gallons) 12 (300) 19.00 (483) 48.00 (1219) Per NYSDEC, required working volume is: 15 (375) 22.00 (559) 51.00 (1295) 7' 18 (450) 25.00 (635) 54.00 (1372) Q_peak × 30 minutes 2' 24 (600) 30 (750) 31.25 (794) 38.25 (972) 60.00 (1524) 66.00 (1676) • • At 60 gpm: 1,800 gallons At 65 gpm: 1,950 gallons 36 (900) 44.25 (1024) 72.00 (1829) The appropriate standard tank size is therefore **2,000 gallons**. This tank size is justified based on actual kitchen operation and meets the required 30-minute detention time. 5' DURASLOT PIPE DETAIL 2' MIN TO GW OR ROCK INFILTRATION TRENCH N.T.S. FIRST DEFENSE PARTS LIST ITEM DESCRIPTION SIZE FIRST DEFENSE SEPARATOR NOTES 1 PRECAST MANHOLE (BY HYDRO VIA 72 in PRECASTER) 2 FRAME AND COVER 18 in 2A FRAME AND COVER 24 in 3 INLET PIPE (BY OTHERS) ² 18 in 4 OUTLET PIPE (BY OTHERS) ¹ 18 in 5 PIPE COUPLING (BY OTHERS) MISC. DETAILS 6 LEDGER ANGLE 7 SUPPORT FRAME 8 DIP PLATE 9 CENTER SHAFT AND CONE 10 BENCHING SKIRT 1 6 4 VARIES (SEE NOTE 5) 3 5 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. NOTES: 2. OPEN GRADED BASE MATERIAL TO BE INSTALLED IN 6" LIFTS AND COMPACTED. THERE Inlet pipe(s) can 1. FIRST DEFENSE UNIT SHALL BE PLACED ON A 6" BED OF 34 INCH CRUSHED STONE. SHOULD BE A MINIMUM OF FOUR PASSES WITH NO VISIBLE MOVEMENT OF THE MATERIAL. enter anywhere 3. PRESS #8 STONE INTO TOP OF #57 STONE WITH COMPACTION EQUIPMENT. within 240° arc. 4. PAVERS TO BE SET USING 5000 LBF PLATE COMPACTOR. PROCEPTOR MODEL GMC 1300 UPC DETAIL PERMEABLE PAVER DETAIL N.T.S. NOTES: UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE N.T.S. 1. PROCEPTOR SHALL BE PLACED ON A 6" BED OF 34 INCH NEW YORK STATE EDUCATION LAW. CRUSHED STONE. Page 55 PHASING DESCRIPTION 17 LEGEND SHEET NUMBER 16 1 TOWN COMMENTS 5-13-26 ORIGINAL DATE: 2-13-26 PROJECT NUMBER: LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS ACE FU RN ROAD FM FM FM FM FM FM FM FM 4 FM FM 7 FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED PHASING PLAN TRASH CURB ENCLOSURE PROPOSED 26" PAVEMENT RESERV E SPACES PROPOSED 51 CURB PROPOSED ON-SITE WALKING TRAIL PROPOSED 20 GUIDERAIL RE PROPOSED S SP ERV SIDEWALK AC E ES HVAC OIL TANK AMMENDED SITE PLAN YESHIVA OHR HAMEIR PROPOSED ON-SITE WALKING TRAIL REPLACE Prepared For 2H ASPHALT PAVEMENT 13 PROPOSED ON-SITE WALKING TRAIL 0.42 MI UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 56 17 SHEET NUMBER 17 1 TOWN COMMENTS 10-13-25 4 TOWN COMMENTS 2-18-26 5 TOWN COMMENTS 5-13-26 3 TOWN COMMENTS 1-26-26 2 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 6/11/2025 PROJECT NUMBER: LIMITS OF SAW CUT APPROXIMATE LOCATION OF EXISTING 2" COPPER WATER SERVICE TO BE ABANDONED WOO DS LOD CE NA FUR ROAD LOD FM FM FM FM 4 7 FM LOD LOD LOD APPROXIMATE LOCATION OF PROPOSED FM EXISTING 1" COPPER WATER LOD CURB PROPOSED SERVICE TO REMAIN PAVEMENT FM LOD LO FM 20' WIDENING FM D FM APPROXIMATE LOCATION OF LOD EXISTING 2" COPPER WATER FM 1H SERVICE TO REMAIN LOD LO E 3 D AL LOD LOD SW LOD N IO LOD RS PROPOSED VE BUILDING DI 1H LOD LOD LOD PROPANE TANK CIARCIA ENGINEERING, P.C. 4 LOD PROPANE RELOCATED D LOD TANK 2 PROPANE LO LOD TANK YD-2 LOD LOD LOD LOD CB-1 PROPOSED PROPOSED TRASH CURB ENCLOSURE LOD PROPOSED 26" PAVEMENT RESERV E SP ACES PROPOSED 51 CURB YD-4 CB-2 YD-3 PROPOSED LOD LO ON-SITE D WALKING LOD TRAIL CB-5 FD-1 LOD PROPOSED 20 GUIDERAIL LOD RE PROPOSED S SP ERV YD-1 SIDEWALK AC E LOD ES LOD HVAC OIL LO TANK D LOD LOD LOD D LO CB-3 LOD LO PROPOSED TEMPORAR LO D Y CONSTRUCTION ON-SITE WALKING TRAIL D FENCE REPLACE ASPHALT LOD 2H LO PAVEMENT D 13 LIMIT OF DISTURBANCE 4.46 ACRES LO LOD APPROXIMATE FEMA PROPOSED ON-SITE D 100-YEAR FLOOD WALKING TRAIL 0.42 MI ELEVATION 308.3 LOD LO TEMPORARY CONSTRUCTION D FENCE LO D D LO LO D 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. Page 57 TIM MILLER ASSOCIATES, INC. May 19, 2026 Permit Administrator New York State DEC Region 3 21 South Putt Corners Road New Paltz, NY 12561 Re: Article 24 Freshwater Wetlands Permit Application Yeshiva Ohr Hameir 141 Furnace Woods Road Town of Cortlandt, Westchester County, New York Dear Administrator: Enclosed please find an application package for New York State DEC Article 24 permit for disturbance within a wetland and wetland buffer. Specifically, the applicant proposes the construction of a new dormitory building on site and other site improvements. The western and southern part of the site contains a portion of wetland P-1, a Class 2 DEC regulated wetland. The wetland continues off property onto the adjacent parcel to the north. Disturbance will have to occur within the 100 foot adjacent buffer and wetland. As shown on the attached aerial, the property is currently developed with the existing Yeshiva Ohr Hameir, a theological seminary, facilities on the property. The following are enclosed for your use. 1. Figures and Site Photos 2. Site plans prepared by Ciarcia Engineering, P.C. 3. Wetland Mitigation Plan prepared by Tim Miller Associates, Inc. 4. Joint Application Form 5. Environmental Assessment Form Project Site Yeshiva Ohr Hameir, a theological seminary, has operated its facilities for many years at the site of a former dude ranch, which was developed before laws regulating wetlands were in place. The subject property contains wetlands (State regulated Wetland P-1) covering a very irregular shaped area thereby creating a larger, irregularly shaped regulated adjacent area (buffer) which extends onto some of the pre-existing improvements on the property. It is noted that the DEC issued an Article 24 wetland permit for a very similar proposal back in 2010. At that time the project included the construction of an on-site sewage treatment plant to upgrade the wastewater system on the site (attached). In 2012 the permit was modified to reflect the plans at that time to connect to the municipal sewer system. It has taken more than a decade for that connection to become reality. Page 58 The current site mapping includes an updated delineation based on numerous discussions with the DEC, and incorporates elements of the most recent delineation and past approved lines. The most recent delineation found that site conditions have changed since the original approval, and in some cases the wetland is now smaller. However, in an effort to be most conservative regarding wetlands, the original wetland line and associated adjacent area has been maintained in most areas. A validation map was signed by Sarah Pawliczak of DEC staff on November 25, 2025. The project is located on 37.32 acres in the Town of Cortlandt on the west side of Furnace Woods Road (see attached location map). The site currently has multiple buildings on site for use by the seminary, including a dormitory and cafeteria building, office building, sanctuary, pool and staff housing building, and head Rabbi residence. The development on the site is on the eastern portion, with the rest of the site remaining undeveloped. Immediately around the property are single family residential houses. The facility has been in operation for many years and is located at the site of a former dude ranch, which was developed before wetland regulation laws were put into place. Existing Wetland The wetlands on the property are a portion of a larger wetland designated as NYSDEC Wetland P-1. This part of that wetland, however, has been disturbed for much of its recent history, being used as horse paddocks and farmland, as confirmed by historic mapping. A time series of aerial photos, attached, shows the progression of the site from 1976 to the present. Some areas of the wetland were trenched as part of previous activities. Construction debris and other rubbish were observed within the flagged wetland area, dating to the time of the dude ranch use. The cessation of the dude ranch and horse activities and the introduction of the current boarding school use provided an opportunity for vegetation to become reestablished within the wetland area on the project site. At this time, the entire wetland is vegetated and stabilized. The most accurate description of the wetland type would be a wet meadow, with vegetation dominated by grasses. A preliminary investigation utilizing Westchester County Soil Survey maps, site topography mapping and infrared aerial photography was conducted to delimit potential wetland communities on this site. This preliminary investigation identified the bounds of the on-site wetlands area. As shown on the Westchester County Soil Survey, Udorthents soils (Uc) consisting of fill deposited over wet substrata predominate in the wetland area. At one time it appears that portions of this area were previously excavated to create two small permanent pools of water that drain to a long, linear ditch extending from the pools and through the wetlands to the north for a distance of greater than 400 feet. Each of the pools had approximate open-water dimensions that range from 40-50 feet in length and 10-15 feet in width. All that now remains of these pooled areas is an overhanging weeping willow tree on the eastern edge abutting the maintained lawn of the school ball fields. Other soils are present uphill and to either side of the wetland. These soils include Urban Land- Charlton-Chatfield Complexes over the majority of the easterly, developed portions of the site and Chatfield-Hollis Rock Outcrop Complexes to the west, on the rear portion of the site which is abutted by either residential properties or County parkland (Blue Mountain Reservation). 2 Page 59 The remainder of the ditch corridor extends underneath a partially closed canopy of red maples and Eastern cottonwood, with spicebush, multiflora rose, Oriental bittersweet and Japanese barberry in the shrub layer. While some clumps of tussock sedge are present in the herbaceous layer of the meadow, many of the grasses surrounding the waterways are taller mat forming species such as rice cutgrass and Phragmites. There are no flows from rivulets or spring points, and the surface hydrology observed on several site visits since 2009 is relatively dry considering the amount of rainfall prior to the site visits. The wetland appears to be recharged both by rainfall and a perched groundwater table. The Proposed Action The proposed project involves two primary activities: construction of the new dormitory building and connection to the municipal sewer system. First is the construction of the new dormitory building. This building will be constructed substantially within the footprint of the former “Dodge City’ building, and entirely within areas of existing impervious surfaces, both within and outside of the wetland buffers. Reconfiguration of the parking lot and access roads around the new building will result in changes to the impervious cover within the wetland buffer, particularly as it relates to fire equipment access. The net change will be an 819 square foot decrease within the DEC buffer. Second, and more significant as it relates to wetlands and water quality, is the abandonment of the existing septic systems and connection to a new municipal sewer collection system. Yeshiva Ohr Hameir proposes to replace its existing subsurface septic systems (SSTAs) serving several buildings on the property and which are located in the wetland and adjacent area. Whereas the previously approved plan contemplated the construction of a sewage treatment plant on the site, the revised proposal involves a new connection to a municipal wastewater treatment plant. Currently, the site utilizes four subsurface septic systems (SSTAs) to serve several of the buildings on the property. These systems are located within parts of the wetland and adjacent areas. These systems will be abandoned and the buildings on site will connect to the municipal sewer system. The location of the pump station will allow for easy access off of Furnace Woods Road. It is anticipated that the Town will ultimately take ownership of the pump station. The following summary outlines various elements of the current site plan as compared to the prior plan. Refer to the accompanying plan set that shows all proposed site construction. The revised plan proposes the following wetland adjacent area encroachments: 1. Reconstruction of the Dodge City Building substantially on the location of its former foundation and existing slab. Existing asphalt parking and circulation areas on the site will be expanded to allow for improved traffic patterns, parking alignment and fire equipment access. There will be a net decrease in impervious surfaces within the adjacent area. Like the prior plan, the current plan will result in the abandonment of four leaching areas, three of which are in or adjacent to the wetland. No state wetland will be filled. The entire area of disturbance within the wetland adjacent area is currently either impervious or maintained as lawn, and has been so for many years. 2. Removal of a portion of the existing parking lot and replacement with landscape plantings. 3. Creation of a wood chip walking path in a large loop around the western portion of the property to provide new options for student recreation. A small wooden foot bridge will be 3 Page 60 constructed for one crossing of the existing watercourse. The creation of the wood chip path will be accomplished by placing wood chips in a path four to six feet wide within wetlands and buffers. One wooden footbridge will be required for a single stream crossing. 4. Removal of the former ski lift building and associated debris and prior fill, followed by landscaping of the area. 5. Abandonment of the septic system area closest to the new dormitory building and replacement with a stormwater management pond. A portion of the grading required for this basin will be within the DEC adjacent area. It is noted that there is currently no provision for stormwater detention or stormwater quality control on the site. The engineer’s drawings (enclosed) show the proposed grading and layout relative to the wetland and adjacent area boundaries, limits of construction disturbance and erosion/sedimentation control measures. Importantly, the proposal will relieve a condition where several challenged septic systems are within and adjacent to the wetland. Moreover, the current proposal will eliminate need for a surface effluent discharge as is presently permitted by the NYSDEC permit. There will be no long term adverse functional impact to the wetland from this proposal. With the mitigation measures that are proposed (described below), it is expected that there will be a net increase in wetland function as a result of this proposal. Under this plan, the Yeshiva will construct the dormitory building in the general location of the former “Dodge City” building, a corner of which is located within 100 feet of the State regulated wetland, in an area that is currently a concrete slab. The footprint of the new Dodge City building includes a grassed courtyard, thereby reducing existing impervious surfaces on the site. The nearby circulation and parking spaces will be slightly altered within the existing asphalt pavement surface area, but the new impervious surfaces will be kept to a minimum. An updated stormwater management plan includes the construction of a new stormwater basin in the location of an existing septic area that will be abandoned. This basin will be planted consistent with wetland landscaping and will treat stormwater runoff that for many years has entered the wetland and watercourse system untreated. The previous plan for the site included an extension of the existing sanctuary (Chalet) building, extending approximately 75 feet to the south. This would have resulted in DEC buffer disturbances to within five feet of the delineated DEC wetland. Following discussion with the Planning Board and Town staff, this addition has been eliminated, and the functions of the new space incorporated into the new dormitory building. A retaining wall is now proposed at the edge of the new parking area in order to avoid any fill within the DEC wetland. In order to accommodate the necessary access for emergency vehicles, a portion of the DEC adjacent area will be filled. This area is currently maintained as lawn and is outside of the area of functional wetland. It is noted that this part of the wetland was flagged based on historic mapping of the wetland, and not on current conditions. The loss of this area will be offset by the restoration of the wetland south of the existing buildings, in the area known as the “ski hill”. The former building used for the rope tow will be removed and this area restored as well. Because a portion of the proposed expanded parking area is within a designated floodplain, some provision for floodplain compensation is required based on the final site and grading plan. Several areas suitable to compensate for the loss of floodplain storage have been identified; one possible 4 Page 61 area is depicted on the current site plans. Final consultation with the DEC will determine if such storage capacity is necessary and if so where that excavation will ultimately be located. It is likely that the excavation for additional storage will be located adjacent to delineated wetland areas. If required, this area will be treated as wetland and buffer enhancement and landscaped accordingly. Table 1 below summarizes the impacts to the wetland and adjacent areas. Table 1 – NYSDEC Wetland and Adjacent Areas Impacts Existing impervious surfaces within buffer 39,954 sf Proposed Impervious surfaces within buffer 37,637 sf Net change in impervious surface -2,317 sf Proposed wetland disturbance (for floodplain 22,258 sf compensation) Existing buffer disturbance 39,954 sf Proposed new buffer disturbance (temporary 14,872 sf for floodplain compensation) Wetland Functional Impacts There will be no long term adverse functional impact to the regulated wetland area. As noted above, the wetlands within close proximity to the construction area have been maintained as lawn or for other site uses since the 1950’s. While the grass areas perform some function for filtering runoff and floodplain storage, other functions relating to wildlife habitat, vegetative diversity and runoff treatment are largely absent. The activities within the adjacent area will result in a net positive effect on the wetland, as the removal of the concrete pad, restoration of some 1,138 square feet of impervious surfaces in that area, and the abandonment of four leaching areas (three of which are in or adjacent to the wetland) will improve site conditions relative to the wetland environment. The total impervious surface within the adjacent area will be reduced by 2,317 sf. The construction of the stormwater management basin just outside of regulated areas will function to capture and treat stormwater runoff form impervious surfaces and regulate stormwater flows, providing a beneficial function near floodplain areas. This function is largely absent in the current condition. A significant benefit of the proposal is the improvement in sewage treatment on the site. The existing septic system operates in four different areas of the site, including one leaching area that is partially in the delineated wetland. The applicant has tried for several years to develop a sewage disposal system that would improve the treatment on site, but due to soils constraints, an adequate solution was not found. Therefore the applicant is choosing to connect to an existing treatment plant to entirely replace the existing systems on site. The applicant has contributed both financially and with the dedication of a portion of the property for the pump station to the wastewater improvements. Erosion and Sediment Control Sediment and erosion control that will be used during construction can be seen on the Erosion Control Plan. A silt fence will be placed along the western portion of the property along the limits of disturbance to prevent sediment from entering the wetland. All soil stockpiles on site will be surrounded by a silt fence or straw bales and will be vegetated as necessary to prevent erosion 5 Page 62 and sediment runoff. Stabilized construction padding will be used on site to remove sediment from construction vehicle tires and prevent dirt from being tracked off site onto roads. The location of the stabilized padding can be seen on the site plan. Drop inlet protection will be utilized over any storm drains to catch any debris or runoff to prevent it from entering stormwater pipes. Proposed Mitigation The applicant is proposing a number of mitigation measures to offset the disturbances to regulated wetlands and buffers. The attached “Summary of Proposed Wetland Mitigation Measures” plan shows these measures. 1. The existing septic system leaching fields, which are not currently functioning to WCDOH standards, will be abandoned and all site-generated effluent will be discharged through the pump station to the town operated treatment plant. A portion of the property in the northeast corner of the site was dedicated to the town for this purpose. 2. The wetland and buffer in the area of the former “ski hill” will be restored, along with the removal of the former ski lodge building. In this same area there will be some shallow excavation to provide floodplain compensation for areas of the site that are already within the FEMA floodplain as well as a small new area of the expanded parking that is also in the floodplain. 3. Existing asphalt will be removed from the western end of the existing parking area, reducing overall impervious surfaces in the adjacent area. New plantings will be installed between the edge of the new parking lot and the wetland. 4. A new stormwater management basin, which is designed to exceed the requirements of the new impervious surfaces, will be planted with wetland and transitional vegetation to mimic wetland and buffer conditions in an area that is currently one of the septic system leaching fields. 5. A walking trail will be constructed to provide a recreation opportunity for students while increasing exposure to nature and wetland benefits and functions. Standards for Issuance - Article 24 Permit As noted above, the development of this parcel will require disturbance within wetland and the 100 foot regulated adjacent area to a New York State DEC wetland. Standards for permit issuance require a review of compatibility of the proposed activities as described in 663.4 of Chapter X, Part 663 of the New York State Environmental Conservation Law, including an alternatives analysis and an analysis of “weighing standards” to weigh the impact of the proposal versus the recognized need and potential alternatives to the project. 6 Page 63 Procedural Requirements for Permit Issuance Table 1 Standards for Permit Issuance Item # (from Part 663.4, Activity Procedures and ECL) Compatibility by Area FWW AA 6 Establishing walking trails, where no significant E E impairment of the wetland or its benefits involved 36 Installing electric, telephone, or other utilities from P(C) L an existing utility distribution facility to a structure, except for activities covered by item 35, where no major modifications or construction activities in the wetland are necessary 43 Constructing commercial or industrial facilities, P(X) P(X) public buildings, or related structures or facilities FWW – Freshwater wetland, AA – Adjacent area (defined as 100 ft from wetland boundary) The levels of compatibility with the resource are defined as follows: C - Usually compatible means that a regulated activity may be compatible with a wetland and its functions or benefits, although in some circumstances the proposed action may be incompatible N - Usually incompatible means that a regulated activity is usually incompatible with a wetland and its functions of benefits, although in some cases the proposed action may be insignificant enough to be compatible X – Incompatible means that a regulated activity is incompatible with a wetland and its functions and benefits L – Letter of permission required Compatibility Evaluation In the standards for permit issuance outlined in Section 663.5(e)(1), three tests are to be used to determine the compatibility of activities identified as P(C) or P(N). Activities must be evaluated with respect to compatibility for both the wetland and adjacent area. In order to issue a permit for these activities, the DEC must consider if the activity (i) would be compatible with preservation, protection and conservation of the wetland and its benefits, (ii) would result in no more than insubstantial degradation to, or loss of, any part of the wetland, and (iii) would be compatible with public health and welfare. If an activity is identified as P(X), it must also meet each of the weighing standards for permit issuance as listed in Part 663.5(e)(2), in this case for a Class 2 wetland. Activities must be compatible with the public health and welfare, be the only practicable alternative that could accomplish the applicant’s objectives and have no practicable alternative on a site that is not a freshwater wetland or adjacent area. As noted above, the proposed activity is disturbance within the buffer for the construction of a new dormitory building and for connection to the municipal sewer line. As such, the proposal as submitted will; 7 Page 64 1. Be compatible with preservation, protection and conservation of the wetland and its benefits. The proposal will not directly impact any part of the wetland. The proposed plans will have disturbance within the wetland buffer and minimal disturbance to the wetland. The wetland buffer where the dormitory related disturbance is occurring is already disturbed and consisting of impervious surface and the wetland that is proposed to be disturbed is maintained as grass. The disturbance due to the connection to municipal sewer is a beneficial change that will allow the facility to abandon the current SSTA facilities within the wetland and adjacent area. 2. Would result in no more than insubstantial degradation to, or loss of, any part of the wetland. The proposed plan will have minimal disturbance to the wetland buffer for the sewer line connection and new dormitory building. The area where the dormitory is being built is currently the location of a concrete foundation and will not remove any natural buffer areas. The proposed plan will have a decrease in impervious surfaces within the buffer. The wetland will have minimal disturbance for the parking lot. Wetland mitigation measures have been proposed or offset the proposed disturbance and result in a net benefit to the wetland and buffer. 3. Is compatible with public health and welfare. The construction of the new dormitory building entirely within a current impervious area will have no significant impact on the wetland and therefore no impact on public health and welfare. The site improvements, such as abandoning the septic system within the buffer and wetland and connecting to the municipal sewer and the proposed wetland mitigation measures are beneficial to public health. Because a part of the site (including areas outside of the DEC wetland and buffers) is within a FEMA mapped floodplain, the creation of floodplain compensation to offset this construction is also a public benefit. We respectively request your prompt review of the enclosed application package. Please contact me if you have any questions about this matter or require additional information. Sincerely, Steve Marino, PWS Principal/Senior Wetland Scientist TIM MILLER ASSOCIATES, INC. 8 Page 65 JOINT APPLICATION FORM For Permits for activities activities affecting streams, waterways, waterbodies, wetlands, coastal areas, sources of water, and endangered and threatened species. You must separately apply for and obtain Permits from each involved agency before starting work. Please read all instructions. 1. Applications To: >NYS Department of Environmental Conservation ✔ Check here to confirm you sent this form to NYSDEC. Check all permits that apply: Dams and Impound- Tidal Wetlands Water Withdrawal Stream Disturbance ment Structures Wild, Scenic and Long Island Well Excavation and Fill in 401 Water Quality Recreational Rivers Certification* Incidental Take of Navigable Waters Coastal Erosion Endangered / Docks, Moorings or ✔ Freshwater Wetlands Management Threatened Species Platforms * See Instructions (page 3) >US Army Corps of Engineers Check here to confirm you sent this form to USACE. Check all permits that apply: Section 404 Clean Water Act Section 10 Rivers and Harbors Act Is the project Federally funded? Yes No If yes, name of Federal Agency: General Permit Type(s), if known: Preconstruction Notification: Yes No >NYS Office of General Services Check here to confirm you sent this form to NYSOGS. Check all permits that apply: State Owned Lands Under Water Utility Easement (pipelines, conduits, cables, etc.) Docks, Moorings or Platforms >NYS Department of State Check here to confirm you sent this form to NYSDOS. Check if this applies: Coastal Consistency Concurrence 2. Name of Applicant Taxpayer ID (if applicant is NOT an individual) Congregation of Yeshiva Ohr Hamier Mailing Address Post Office / City State Zip NY 10567 Email Applicant Must be (check all that apply): ✔ Owner Operator Lessee 3. Name of Property Owner (if different than Applicant) Mailing Address Post Office / City State Zip Telephone Email For Agency Use Only Agency Application Number: JOINT APPLICATION FORM 04/22 RESET Page 1 of 4 Page 66 JOINT APPLICATION FORM – Continued. Submit this completed page as part of your Application. 4. Name of Contact / Agent Steve Marino Mailing Address Post Office / City State Zip NY 10516 Email 5. Project / Facility Name Property Tax Map Section / Block / Lot Number: Yeshiva Ohr Hamier 44.12-1-3 Project Street Address, if applicable Post Office / City State Zip 141 Furnace Woods Road Cortlandt Manor NY 10567 Provide directions and distances to roads, intersections, bridges and bodies of water Approximately 800 ft south of the intersection between Maple Avenue and Furnace Woods Road ✔ Town Village City County Stream/Waterbody Name Cortlandt Westchester P-1 Project Location Coordinates: Enter Latitude and Longitude in degrees, minutes, seconds: Latitude: 41 ° 16 ' 10.2 " Longitude: -73 ° 53 ' 20.7594 " 6. Project Description: Provide the following information about your project. Continue each response and provide any additional information on other pages. Attach plans on separate pages. a. Purpose of the proposed project: The proposed project involves the construction of a new dormitory building and connecting to public sewer. b. Description of current site conditions: The site is the location of the Yeshiva Ohr Hamier facility which consists of multiple buildings for the student dormitories and classrooms. The site consists of 37.32 acreas and a large portion of the site remains undeveloped. Wetlands are present on the site. c. Proposed site changes: The proposed project involves two primary activities: construction of the new dormitory building and connection to the municipal sewer system.As shown on the attached site plans, the disturbance within the 100-foot wetland buffer is the construction of the new dormitory building and reconfiguration of the parking lot and access road. Disturbance will also occur for the connection to public sewer. No wetland disturbance is proposed. d. Type of structures and fill materials to be installed, and quantity of materials to be used (e.g., square feet of coverage, cubic yards of fill material, structures below ordinary/mean high water, etc.): The new dormitory building will be built where the current foundation of the old "Dodge City' building is located. The new pump station will be built on the north east corner of the site. There will be a net decrease of 819 sf of impervious surfaces within the buffer and 739 sf of wetland disturbance. e. Area of excavation or dredging, volume of material to be removed, location of dredged material placement: Temporary excavation for installation of the sewer pipe to connect to the municipal sewer. A portion of the site will be excavated to counteract the filling within the flood zone as compensation. Consultation with the Town and DEC will determine the location and amount necessary. f. Is tree cutting or clearing proposed? ✔ Yes If Yes, explain below. No Timing of the proposed cutting or clearing (month/year): TBD (Landscaping trees around the proposed dormitory site) Number of trees to be cut: Acreage of trees to be cleared: N/A JOINT APPLICATION FORM 04/22 RESET Page 2 of 4 Page 67 JOINT APPLICATION FORM – Continued. Submit this completed page as part of your Application. g. Work methods and type of equipment to be used: Typical construction equipment such as excavators, backhoes, and bulldozers h. Describe the planned sequence of activities: Installation of erosion and sediment control methods, site preparation such as grading, construct the dormitory building and install sewer connection, final site stabilization, remove erosion an sediment control methods i. Pollution control methods and other actions proposed to mitigate environmental impacts: A stabilized construction tracking pad will be used to prevent sediment from leaving the site on nay equipment. Drop inlet protection will be used on site. j. Erosion and silt control methods that will be used to prevent water quality impacts: A silt fence will be installed around the limits of disturbance to protect the wetland. All soil stockpiles will be surrounded by a silt fence or straw bales. k. Alternatives considered to avoid regulated areas. If no feasible alternatives exist, explain how the project will minimize impacts: Disturbance within the 100 foot regulated buffer is impossible to avoid because the area most suited for development is within the buffer. The area where the new building will be built is the location of an old building that had been demolished and the concrete foundation is currently still in place. The new building will be built where this concrete foundation is located. The reconfigured parking area is currently used for parking and will not be expanded. Connecting to the municipal sewer will allow for abandonment of the failing septic systems. l. Proposed use: Private ✔ Public Commercial m. Proposed Start Date: TBD Estimated Completion Date: TBD n. Has work begun on project? ✔ Yes If Yes, explain below. No o. Will project occupy Federal, State, or Municipal Land? Yes If Yes, explain below. ✔ No p. List any previous DEC, USACE, OGS or DOS Permit / Application numbers for activities at this location: DEC Permit NO: 3-5522-00314/0002 q. Will this project require additional Federal, State, or Local authorizations, including zoning changes? ✔ Yes If Yes, list below. No Town Board approval for site plan, WCDOH for sewer connection JOINT APPLICATION FORM 04/22 RESET Page 3 of 4 Page 68 Page 69 Page 70 Page 71 Page 72 Page 73 Page 74 Page 75 Page 76 Taconic nd Rd Crompo State Pkwy M ap Site le Av e Rd ion Fur tat eS nac os ntr eW Mo ood sR oad US- 9 Figure 1: Location Map Yeshiva Ohr Hameir 141 Furnace Woods Road Town of Cortlandt, Westchester County, New York Source: Westchester County GIS Page 77 Figure 2: 2023 Aerial Yeshiva Ohr Hameir 141 Furnace Woods Road Town of Cortlandt, Westchester County, New York Source: Westchester County GIS Page 78 Figure 3: State Wetland Mapping Yeshiva Ohr Hameir 141 Furnace Woods Road Town of Cortlandt, Westchester County, New York Source: NYS DEC Environmental Resource Mapper Page 79 Figure 4: Federal Wetland Mapping Yeshiva Ohr Hameir 141 Furnace Woods Road Town of Cortlandt, Westchester County, New York Source: National Wetlands Inventory Page 80 Mapped DEC Wetland Barn Indoor horse riding ring Upland Area Old Dodge City Building NYSDEC Wetland Sanctuary building Ski hill Ski lift shed 1976 Aerial Photo Showing Former and Existing Structures Yeshiva Ohr Hameir/ Former Dude Ranch Furnace Woods Road Source: westchester County GIS Page 81 1976 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 82 1990 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 83 2007 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 84 2009 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 85 2013 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 86 2016 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 87 2018 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 88 2023 Aerial Photo Yeshiva Ohr Hameir Source: Westchester County GIS Page 89 FLOODPLAIN MITIGATION ANALYSIS PARKING SUMMARY 17 LEGEND SHEET NUMBER TOTAL AREA OF DISPLACED FLOODPLAIN 10,905 SQ.FT. PARKING SPACES 33 AVERAGE ELEVATION OF FILLED AREA 307.0 FT. HANDICAP SPACES 4 TOTAL FLOODPLAIN DISPLACEMENT 10,905 CU.FT. RESERVE SPACES 71 TOTAL SPACES 108 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 7 TOWN COMMENTS 5-13-26 3 MISC. REVISIONS 12-17-25 ORIGINAL DATE: 8/19/2025 5 MISC. COMMENTS 2-9-26 PROJECT NUMBER: 2H LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS ACE FU RN ROAD FM FM FM FM FM FM FM FM 4 FM 7 FM FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED TRASH CURB ENCLOSURE PROPOSED SITE PLAN PAVEMENT 26" RESERV E SPACES PROPOSED 51 CURB PROPOSED ON-SITE WALKING TRAIL PROPOSED 20 GUIDERAIL RE PROPOSED S SP ERV SIDEWALK AC E ES 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 90 1 M February 18, 2026 Existing septic areas to be abandoned Former “ski hill” wetland (DEC) to be restored New stormwater management area Existing asphalt to be removed Property given to town for pump station Proposed walking trails New trees and landscaping to be added SUMMARY OF PROPOSED MITIGATION MEASURES Page 91 SHEET NUMBER 1 L February 18, 2026 WOO DS A CE FU RN ROAD FM 12 PG 3 Aru FM FM FM FM 9 PG FM FM FM FM FM FM x FM x x FM FM xx FM x FM 20' FM FM x FM FM FM xx FM FM FM FM FM 3 Aru Cfr x 26" 5 RH 3 Cfr OG Aru 8 IG 3 SN Aru Proposed Tree 4 Cse Aru OG 5 HH AC 7 IV CC CC OG 3 HV 4 VD 4 VD AC 4 Cse BB Seed Mix LS Proposed Minor Tree 8 IG xx 4 VD 5 HH x x x x Aru 4 Cse x xx 5 HV x x x CC 3 SN x 5 IV LS Proposed Shrub 5 RH LANDSCAPE PLAN OG Aru Proposed Evergreen Tree FM Seed Mix OG Proposed Flowering Plant 12 JH x Existing Tree to be Removed 5 OG SCALE: 1"=40' Yeshiva Ohr Hameir Plant List 2-18-26 Grading Details Abb.Botanical Name Common Name Size Quan. AMENDED SITE PLAN • Notes Deciduous Trees 1. All plants to be healthy, full and typical of the species, and shall meet Aru Acer rubrum Red maple 1-1/2" - 2" 11 Where available, the upper one foot of topsoil will be stripped from the site and set aside from other site grading materials. YESHIVA OHR HAMEIR the American Standards for Nursery Stock, latest edition. Mulch plant LS Liquidambar styraciflua Sweetgum 1-1/2" - 2" 2 beds and the base of woody plants with 1.5−2" shredded cedar bark. The temporary storage area will be an upland site either removed from wetlands by 100 feet or separated from same by a OG Acer rubrum Red maple 'October Glory' 3" - 3-1/2" 9 All plants shall be planted in recognized spring and fall planting periods soil erosion and sediment control fence. Per the above, topsoil will be stripped from the site and stockpiled for use in Evergreen Trees unless specific approval otherwise is given by the project Landscape finishing grading. The stockpiled topsoil will be returned to the site to create a planting surface four to six inches deep for PG Picea glauca White Spruce 8-10' ht. 21 Prepared For Architect. the plantings as described above. Finished soils at the invert of the planting sites will be of landscape quality. The finished Minor Deciduous Trees • 2. All areas not covered with impervious surfaces to be planted with lawn surfaces of the planting area will be smooth within specified tolerances in uniform levels or slopes between points where CFr Cornus florida rubra Pink Dogwood 7-8' ht. 4 grass in the following ratio by species: AC Amelanchier canadensis Shadblow 7-8' ht. 2 elevations are indicated or between such points and existing grades. The accepted grading tolerance will be a smooth and 50% Perennial Rye, 25% Bluegrass and 25% Creeping Fescue. 95% Cc Cercis canadensis Redbud 'Forest Pansy' 7-8' ht. 3 coverage to be guaranteed. even surface, free of voids, and within 0.25 feet of the specified elevation. During the course of earthwork, inspections will Shrubs • 3. If quantities indicated on the plant list differ from those on the plan, the be scheduled at a frequency to be determined by the engineer/environmental consultant but no less than weekly. Some Cse Cornus sericea Redosier dogwood 5 gal. 12 plan quantities shall be used. changes to the grades may be appropriate to establish flow paths and preserve trees. These determinations will be made VD Viburnum dentatum Arrowwood 5 gal. 12 • 4. All plants to be warranteed by the contractor to be healthy and in good by the landscape specialist supervising the grading. IG Ilex glabra Inkberry 'Compacta' 2.5-3' ht. 16 physical condition for one year or two IV Ilex vercilla ta Winterberry holly 5 gal. 12 full growing seasons after planting. Contractor shall maintain the site in a JH Junipus horizontalis Creeping Juniper 'Blue Rug' 5 gal. 11 safe condition at all times, and shall It is proposed to excavate the wetland enhancement/restoration areas in order to establish pools and flow paths. These HV Hamamelis virginiana Witchhazel 5 gal. 8 clear the site of debris on completion of work. Post construction the areas will be accessed for purposes of the wetland mitigation construction from the proposed parking area. If suitable, Flowering Plants owner shall maintain the site in a safe condition. topsoil removed from excavated area will be used within the new wetlands as replacement of organic material for surface HH Hibiscus spp. Hardy Hibiscus 'Midnight Marvel' gal. cont., 24" o.c. 10 • 5. Soil for all lawn areas to be a minimum of 6" depth of loamy topsoil preparation. Soil erosion and sediment control fencing will be installed at the outer and down slope limits of the proposed RH Rudbeckia hirta Black-eyed Susan 'Goldstrum' gal. cont., 24" o.c. 10 approved by the project Landscape Architect. wetland expansion. The location of the proposed mitigation will be cleared as necessary, but with an eye toward SN Symphytrichumnovae-angliae New England Aster 'Grape Crush' gal. cont., 24" o.c. 6 For shrubs and tree pits topsoil to be used in backfilling to the extents preserving any trees or shrubs adjacent to the work area; some may be removed and stockpiled for replanting after Seed shown on the details. completion of grading. FM Floodplain Mix Pinelands "Floodplain Mix" or equivalent 10 lbs BB Basin Bo om Mix Pinelands "Basin Bo om Mix" or equivalent 5 lbs Page 92 14 SHEET NUMBER 14 2 MISC. REVISIONS 12-17-25 1 TOWN COMMENTS 10-13-25 ORIGINAL DATE: 6/11/2025 PROJECT NUMBER: 4 5 3 FM FM FM FM FM FM FM FM FM FM FM CIARCIA ENGINEERING, P.C. WALKING TRAILS AMMENDED SITE PLAN YESHIVA OHR HAMEIR Prepared For Wood Chip Trail Details 1. Centerline of trail will be staked in the field. It is not Footbridge Concept anticipated that any trees will be removed for path construction 2. Trail width of four to six feet will be mowed close to the ground. 3. Wood chips will be placed four to six inches thick. SCALE: 1"=80' 4. Trail will be renewed every two to three years as required. Page 93 PHASING DESCRIPTION 17 LEGEND SHEET NUMBER 16 1 TOWN COMMENTS 5-13-26 ORIGINAL DATE: 2-13-26 PROJECT NUMBER: LIMITS OF SAW CUT CIARCIA ENGINEERING, P.C. WOO DS ACE FU RN ROAD FM FM FM FM FM FM FM FM 4 FM 7 FM FM FM PROPOSED FM CURB FM PROPOSED FM PAVEMENT FM 20' WIDENING FM FM FM FM FM FM FM FM 1H FM FM E 3 AL SW N O R SI PROPOSED VE BUILDING DI 1H PROPANE TANK 4 PROPANE RELOCATED TANK 2 PROPANE TANK PROPOSED PROPOSED PHASING PLAN TRASH CURB ENCLOSURE PROPOSED PAVEMENT 26" RESERV E SPACES PROPOSED 51 CURB PROPOSED ON-SITE WALKING TRAIL PROPOSED 20 GUIDERAIL RE PROPOSED S SP ERV SIDEWALK AC E ES HVAC OIL TANK AMMENDED SITE PLAN YESHIVA OHR HAMEIR PROPOSED ON-SITE WALKING TRAIL REPLACE Prepared For 2H ASPHALT PAVEMENT 13 PROPOSED ON-SITE WALKING TRAIL 0.42 MI UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE SCALE: 1"=40' NEW YORK STATE EDUCATION LAW. Page 94 Photo 1 Photo 2 Page 95 Photo 3 Photo 4 Page 96 Photo 5 Photo 6 Page 97 Photo 7 Photo 8 Page 98 Soil Map—Westchester County, New York 73° 53' 38'' W 73° 53' 13'' W (Yeshiva Ohr Hameir) 592660 592720 592780 592840 592900 592960 593020 593080 593140 593200 41° 16' 14'' N 41° 16' 14'' N 4569380 4569380 4569320 4569320 4569260 4569260 4569200 4569200 4569140 4569140 4569080 4569080 Soil Map may not be valid at this scale. 4569020 4569020 41° 16' 2'' N 41° 16' 2'' N 592660 592720 592780 592840 592900 592960 593020 593080 593140 593200 73° 53' 38'' W 73° 53' 13'' W Map Scale: 1:2,660 if printed on A landscape (11" x 8.5") sheet. Meters N 0 35 70 140 210 Feet 0 100 200 400 600 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 Natural Resources Web Soil Survey 1/27/2026 Conservation Service National Cooperative Soil Survey Page 1 of 3 Page 99 Soil Map—Westchester County, New York (Yeshiva Ohr Hameir) MAP LEGEND MAP INFORMATION Area of Interest (AOI) Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest (AOI) 1:12,000. Stony Spot Soils Warning: Soil Map may not be valid at this scale. Very Stony Spot Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil Other line placement. The maps do not show the small areas of Soil Map Unit Points Special Line Features contrasting soils that could have been shown at a more detailed Special Point Features scale. Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pit measurements. Transportation Clay Spot Source of Map: Natural Resources Conservation Service Rails Closed Depression Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator (EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot projection, which preserves direction and shape but distorts Major Roads distance and area. A projection that preserves area, such as the Landfill Local Roads Albers equal-area conic projection, should be used if more Lava Flow accurate calculations of distance or area are required. Background Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Mine or Quarry Soil Survey Area: Westchester County, New York Miscellaneous Water Survey Area Data: Version 21, Aug 28, 2025 Perennial Water Soil map units are labeled (as space allows) for map scales Rock Outcrop 1:50,000 or larger. Saline Spot Date(s) aerial images were photographed: Oct 21, 2022—Oct 27, 2022 Sandy Spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor Sinkhole shifting of map unit boundaries may be evident. Slide or Slip Sodic Spot Natural Resources Web Soil Survey 1/27/2026 Conservation Service National Cooperative Soil Survey Page 2 of 3 Page 100 Soil Map—Westchester County, New York Yeshiva Ohr Hameir Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Ce Catden muck, 0 to 2 percent 0.5 1.6% slopes CrC Charlton-Chatfield complex, 0 1.0 3.4% to 15 percent slopes, very rocky CtC Chatfield-Hollis-Rock outcrop 8.9 29.0% complex, 0 to 15 percent slopes CuD Chatfield-Hollis-Rock outcrop 2.9 9.4% complex, 15 to 35 percent slopes Sh Sun loam 0.1 0.2% Uc Udorthents, wet substratum 9.3 30.2% UlC Urban land-Charlton-Chatfield 6.0 19.6% complex, rolling, very rocky UlD Urban land-Charlton-Chatfield 2.0 6.6% complex, hilly, very rocky Totals for Area of Interest 30.7 100.0% Natural Resources Web Soil Survey 1/27/2026 Conservation Service National Cooperative Soil Survey Page 3 of 3 Page 101 David S. Steinmetz May 22, 2026 Via Electronic Submission and Hand Delivery Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, NY 10567 Re: Yeshiva Ohr Hameir - Amended Site Plan Application 141 Furnace Woods Road Tax Lot 44.12-1-3 Dear Chairman Kessler and Members of the Planning Board: As you know, our firm, together with Ciarcia Engineering, P.C., Tim Miller Associates, and Weisz Architects, represents Yeshiva Ohr Hameir (the “Yeshiva”), located at 141 Furnace Woods Road (the “Property”), in connection with its application for Amended Site Plan and Special Permit Approval for a dormitory building and other on-site improvements (“Project”). While we feel that a review of the meeting minutes from the November, January, and March public hearings on file with the Town demonstrate that our development team has already adequately addressed the pertinent comments, at the request of Town Staff, and in an abundance of caution, we write to supplement the record with responses to the substantive and outstanding public comments made at each public hearing, as well the comments made in writing. The comments and responses are presented below in a narrative fashion, and appear mostly in the order in which they were made. This response was made following a thorough review of all meeting minutes and written comments. In its May submission, the Yeshiva included an updated Site Plan, an Engineering Memorandum responding to all outstanding engineering comments, and an updated phasing plan and narrative. As mentioned throughout these responses, we respectfully invite your Board to refer to our October 23, 2025 and December 19, 2025 letters, which contain detailed responses to items that have been previously raised, as well as exhibits demonstrating the Yeshiva’s lawful existence in New York, its tax exemption status, diploma information, and more. In response to a “Petition” from a resident in October, we have responded in detail in a letter dated October 23, 2025. www.zarin-steinmetz.com Page 102 Town of Cortlandt Planning Board May 22, 2026 | Page 2 November 6, 2025 Public Hearing Inherent Public Benefit Throughout each of the three public hearings as well as in numerous written comments, a recurring comment or theme is that the Yeshiva offers “no public benefit.” As demonstrated by decades of New York caselaw, this is inherently false. As we already stated in our December 19, 2025 letter, dating back to 1956, New York courts have held that “religious institutions are beneficial to the public welfare by their very nature and that, therefore, exercises of the police power directed toward determining whether such institutions will harm the public if located in a particular residential area must begin with that assumption.” Jewish Reconstructionist Synagogue of N. Shore v. Incorporated Vil. of Roslyn Harbor, 38 N.Y.2d 283, 286-87 (1975) (citing Community Synagogue v Bates, 1 N.Y.2d 445 (1956)). Federal courts have also stated that “it is well established as a matter of public policy that educational or religious uses of land are ‘presumed to have a beneficial effect on the community.’” Westchester Day School v. Village of Mamaroneck, 417 F.Supp.2d 477, 562 (S.D.N.Y. 2006) (quoting Pine Knolls Alliance Church v. Zoning Bd. of Appeals of Town of Moreau, 804 N.Y.S.2d 708, 711 (2005)). The presumption of public benefit is so strong that “ordinarily such factors bearing on public health, safety and welfare as neighborhood appearances, adverse effect on property values, loss of tax revenue, decreased enjoyment of neighboring properties and traffic hazards are insufficient to rebut the presumption.” McGann v. Incorporated Village of Old Westbury, 186 Misc.2d 661, 662 (Sup. Ct. Nassau County 2000) (citing Matter of Diocese of Rochester v Planning Bd., 1 NY2d 508, 526 (1956)). Because of their presumed beneficial effect, New York law establishes “that religious and educational institutions ‘enjoy special treatment with respect to residential zoning ordinances because these institutions presumptively serve the public’s welfare and morals.’” Apostolic Holiness Church v. Z.B.A. of Babylon, 220 A.D.2d 740, 743 (2d Dep’t. 1995) (quoting Matter of Lawrence School Corp. v Lewis, 174 A.D.2d 42, 46 (2d Dep’t 1992)). While the Yeshiva has not, and is not, asking for special treatment, the Yeshiva is entitled to greater flexibility compared to other land use applications received by the Town. The Yeshiva cannot be required to prove that no ill effects will result from its use, and that the Town cannot regulate the Yeshiva in a manner that imposes a substantial burden on its religious exercise. Most importantly, however, is that the Yeshiva, by its very nature, has a presumed beneficial effect on the community of Cortlandt, and this has remained true since its inception in 1985. Legal Standing to Operate in New York A comment was made questioning the legitimacy of the Yeshiva’s business occurrences transpiring in New Jersey. The reason for the business transactions with a New Jersey address is because the New Jersey office is an auxiliary business office for individuals who live in New Jersey and work for the Yeshiva. As we have stated previously in our October 23, 2025 letter, The Yeshiva Congregation, and the Yeshiva Theological Seminary filed Certificates of Incorporation on July 23, 1962, and December 3, 1972, respectively, under the Religious Corporation Law of New York (the documents are on file and were attached to that letter). Page 103 Town of Cortlandt Planning Board May 22, 2026 | Page 3 Dumping of Septic Effluents Throughout the public hearings, the Yeshiva has been wrongly accused of dumping septic effluent. It is also alleged that the Yeshiva has outstanding sewer violations from DOH. We note for the record that all sewer violations have been resolved. The only current item is an outstanding order from DOH, which the new sewer district and installations resolve. Any sewer system failures will be remediated by the new sewer infrastructure. Benefit of New Sewer Infrastructure Another recurring comment is that the new sewer infrastructure does not benefit the community in any way. This is not true. Thanks to the Town and the Yeshiva working cooperatively together on the creation of the new public sewer infrastructure (which is unrelated to this application) up to approximately 135 other parcels have the ability to tie into the new and improved system if they so choose. Lastly, the sewer improvement was funded largely in part by a more than $900,000 payment by the Yeshiva. Number of Students Proposed At the early public hearings, there were numerous falsities stated by residents regarding the number of students proposed, some alleging 400 and above. This is not the case. As we have responded both at the podium and in writing, as shown on the proposed population chart contained on Sheet 1/17 of the Site Plan, the Yeshiva is proposing up to 320 students. As stated in our December 18, 2025 letter, the Yeshiva still maintains that imposition of a student cap is not lawful, as “[p]rovisions in a special use permit which ‘[relate] to the total number of students are invalid, because they apply to the details of the operation of the business and not to the zoning use of the premises.’” Summit School v. Neugent, 82 A.D.2d 463, 471 (2d Dep’t 1981) (quoting Bernstein v. Board of Appeals of Vil. of Matinecock, 60 Misc.2d 470, 476 (Sup. Ct. Nassau County 1969); Incorporated Vil. of Brookville v. Paulgene Realty Corp., 24 Misc.2d 790, 795 (Sup. Ct. Nassau County 1960)). While the Yeshiva does not anticipate there being 320 students anytime soon, as we have stated at the podium (notably, at the January meeting), the new dormitory building, as designed, can safely and lawfully accommodate 5 students per room, and there are 64 rooms. This is according to both New York state fire and building codes, considering factors such as adequate exit doors, corridor widths, sprinklers, staircases, square foot per person, means of egress, and more. See January 6, 2026 Meeting Minutes at 27-34. Additionally, both the fire department and the building department will eventually weigh in on the occupancy count during the building permitting process, and the fire department performs an inspection every year. As noted at the March 3, 2026 meeting, details related to the student cap are to be worked out between the Yeshiva and Town Staff, and will be reflected in any resolution of approval. To the extent that questions regarding the number of students arising again throughout the other two hearings or written comments, this response shall serve as the answer for each. Page 104 Town of Cortlandt Planning Board May 22, 2026 | Page 4 Guest Housing, Number of Guests, Families, and Staff Housing Numerous comments were raised expressing confusion over the Yeshiva’s proposed population. A careful review of the proposed population chart answers all questions regarding number of students, guests, staff, families, and rooms. For convenience, we are attaching a screenshot of the population chart contained in Sheet 1/17 of the Site Plan: As noted above, and as demonstrated during our presentation at the January 6, 2026 meeting, the Yeshiva utilizes various buildings for its activities, including housing guests, families, and staff: • The Pool Building is currently used for student housing, and presently accommodate 101 students. This building will be converted to staff housing, which will accommodate 3 families (with 6 sleeping rooms per unit). It is anticipated that a total of 3 staff members and 22 family members will occupy this building. • The Dallas Building was also formerly used for housing, and currently houses 80 students. This building will be repurposed to provide guest and staff accommodations (16 sleeping rooms), and it is anticipated that 80 people total, including staff members and their families, would occupy this building. The purpose of this building is to provide the staff members that come on occasion (for the Sabbath on occasion, as well as the high holidays). These members do not come every weekend. • The Chalet Building is currently utilized as a place of education and prayer, as well as for housing 36 students. This building is proposed to now be a sanctuary for education and prayer, and is not proposed to house any people. • The Texas Building is currently used as housing for staff members, and houses 4 people. This use will remain the same. • The Dodge City Building is the new proposed centralized dormitory building, where up to 320 boys could be safely and lawfully housed in 64 rooms with up to 5 beds each. This building is designed to accommodate all Yeshiva students within a single facility. (In response to comments from Board members, layout plans showing 4 beds and 5 beds were previously included in our Architectural Set.) Page 105 Town of Cortlandt Planning Board May 22, 2026 | Page 5 • The Dakota Building now serves as office space and a residence for a Rabbi and his wife. No change is proposed. • The Caretaker Sheds will be retain their use of housing 3 staff members in 3 rooms. See October 23, 2025 Letter from Zarin & Steinmetz; see also January 6, 2026 Meeting Minutes; Site Plan Sheet 1/17. It was alleged that the family members living at the Yeshiva would have children that would enter the overwhelmed Hendrick Hudson School District. As stated by the Executive Director of the Yeshiva at the January 6, 2026 meeting, none of the staff members currently residing on campus, who all had large families years ago, have had any children attend the Hendrick Hudson school system. These children typically attend schools in Monsey, Mount Kisco, and other alternate locations. Also, in response to a comment stating that the Town would be paying to bus these children to their schools, the Yeshiva notes that it arranges and pays for the transportation. See January 6, 2026 Meeting Minutes at 83. (A duplicate comment regarding school aged children was made at the January 6, 2026 meeting. This shall serve as the response.) There are 25 staff members who travel to the Yeshiva on a daily basis. These individuals do not come to campus at the same time, but rather in a staggered fashion, in approximately three shifts. See January 6, 2026 Meeting Minutes at 79. In response to comments about adequate parking, there is ample parking to accommodate the staff, as shown on the parking table contained in Sheet 3/17 of the Site Plan. In its over 40 year history, the Yeshiva has never had a parking problem. Lastly, questions were raised at the January meeting as to how the number of staff members and families evolves with the increase in student count. As discussed above, the numbers proposed for each building, as well as the total number of staff members and family members are shown above in the population chart. Additionally, there is no exact student-to-staff ratio. The numbers presented are realistic and based upon an extensive history of this facility. A question was raised which asked whether the Dakota Building, which has 5 rooms and only 2 proposed occupants, would remain that way in perpetuity. The numbers in the chart represent the proposed number of people in each building, and there may come a time when a new staff member would move in and have more children in those units, which is why there are 5 bedrooms. This allows for flexibility as families get older and begin moving out. However, all 3 Rabbis currently residing in Texas and Dakota once had large families, and as the children aged, they moved out. Different generations of Rabbis and families move in and take the place of those that have moved out. The spaces for families are designed to be flexible, and the allowable occupancy for each building is determined by building code, and needs to be approved by the building department during permitting. The maximum occupancy would then of course need to be adhered to by the Yeshiva. It bears repeating: while the population chart represents the number of individuals proposed to be in each building, the number of individuals allowed in each building is regulated by building code. While there are only 2 proposed occupants of the Dakota Building, this number could change as families grow, come, and go, but never beyond the number of people lawfully permitted to occupy the building. Page 106 Town of Cortlandt Planning Board May 22, 2026 | Page 6 Student Safety We have also received numerous comments about boys walking along the roads surrounding the Yeshiva. Firstly, as noted at the January 6th meeting, the Yeshiva is prepared to fund the installation of a safety speed sign on Furnace Woods Road that would be solar powered and indicate when cars are speeding. See January 6, 2026 Meeting Minutes at 82. Additionally, as shown on our Site Plan set, to help alleviate this concern, the Yeshiva is proposing an approximately half-mile, 4-foot wide walking trail on the Property for the boys to utilize. Moreover, there is nothing unlawful for students to walk along public road just like other members of the public residing in Town. The Size of Largest Building is Zoning Compliant In response to a comment made alleging that the tallest building violated the height requirement in the Town’s Zoning Code, the Town’s Planning Director confirmed that the special permit allows a height considerably greater than what the Project proposes. See November 6, 2026 Meeting Minutes at 137-138. January 6, 2026 Public Hearing The Project Fits in with the Character of the Neighborhood Members of the public have expressed concerns over the Project not fitting in with the character of the neighborhood, as well as ensuring that the project complies with Town Code 307, in that its architectural features should be compatible with the existing campus and surrounding neighborhood. We note that Town Code Section 307-73 requires that in reviewing a site plan application, the Planning Board must ensure that the architecture and site design “will not result in excessive similarity or excessive dissimilarity but appropriateness in relation to any other structures…facing upon the same or intersecting street and within 500 feet of the proposed site.” The features studied under this section include, but are not limited to front, side or rear building elevations visible from a street, materials, color, and roof shape. The Project complies with this section of the Code in numerous ways. First, the Yeshiva has been operating at the Property since the 1980s, meaning that it has been a part of the community for approximately 40 years, and is inherently compatible with the neighborhood as it is a part of the neighborhood fold. Further, the proposed Project is being designed to be residential in character, so that it fits in seamlessly with the existing campus and surrounding area. The new dormitory, as well as the façade upgrades to remaining on site buildings are designed to have a suitable residential design to fit in with the character of the neighborhood, and our team, and most importantly our architect, disagree that the building has an “institutional” look. The added landscaping, new facades, and the residential campus buildings ensure that the Project will not have any impact on the existing character of the neighborhood. (This comment was also raised at Page 107 Town of Cortlandt Planning Board May 22, 2026 | Page 7 the March meeting and in writing by the same member of the public, and other comments were raised at the January meeting regarding the building size needing to be smaller, and being out of character. This shall serve as the response to each of those comments.) Proposed Landscaping The proposed landscaping adequately screens the Project. As shown on the Landscaping Plan, as well as on the Visual Impact Renderings, dense landscaping is proposed to screen the Project, including 10 deciduous trees, 18 evergreen trees, 10 minor deciduous trees, 71 shrubs, and 26 flowering plants. The trees mature in approximately 10-15 years. Additionally, the Yeshiva will be obtaining a tree removal permit. Solar In response to all comments made about solar panels, as well as questions regarding power requirements, the Yeshiva can report that it is seriously looking into solar in good faith. Decisions regarding solar installation need to be thoroughly considered and investigated due to timing and financial reasons. There are current grants and rebates that make it financially viable with a return on investment proposed to be in 30 months. However, those grants expire in June, and then there will be new grants and rebates. There is an ever-evolving change of rules and regulations. We hope that at the time of construction, we will be in position to take advantage of potential savings and rebates. The Yeshiva would then consider solar on all existing buildings as well, so long as it makes financial sense to do so. The project does not propose any battery storage. We do not believe there is a legal or factual basis to impose a requirement to install solar panels. Inconsistent Student Reporting In response to allegations that the Yeshiva has been inconsistently representing its number of students, we first note that there have been no assertions by the Town that there has been any failure to adhere to the student cap. With every inspection conducted at the Yeshiva, there is a bed count. There is no validity to this comment. March 3, 2026 Public Hearing Wetlands Protection and Delineation Lines Some members of the public have raised questions related to compliance with Chapter 179 of the Town Code, requesting a thorough investigation to ensure the protection of wetlands, including a complete wetlands impact analysis with comprehensive groundwater sampling, downstream contamination analysis, and soil testing in flood prone areas. Chapter 179 does not specifically require “comprehensive groundwater sampling, downstream contamination analysis, and soil testing in flood prone areas” as suggested. Rather, the code requires that “[A]ny topographical and perimeter surveys, hydrological computations, engineering studies and other factual or scientific data and reports as deemed necessary by the Page 108 Town of Cortlandt Planning Board May 22, 2026 | Page 8 approval authority to permit it to arrive at a proper determination” (Town Code Section 179- 5(C)(6)). The Town-regulated wetland boundary was delineated by Paul Jaehnig, the Town’s outside wetlands consultant. As part of the ongoing SEQRA process, the Yeshiva’s wetlands and environmental consultant has prepared a detailed analysis of the Property wetlands and the potential impacts of the Project. This includes a historical review, which shows the condition of the wetland over time, dating back to when the Property was used as a dude ranch. We note that the current plan shows a small encroachment into Town-regulated wetlands (+/-1,800sf), into an area that has historically been maintained as lawn. Any proposed buffer encroachments are occurring in areas that are currently maintained as impervious surfaces (buildings, parking areas) and have been since the original dude ranch use. Since the particular impacts associated with the Project do not rise to the level of requiring in-depth groundwater analysis, this has appropriately not been requested as part of the Town review. Questions about wetland hydrology and flooding are appropriate, and have been answered in the SWPPP and floodplain analyses. A stormwater management plan has been prepared, and accounts for any changes in perviousness of the Property, and managing those flows to meet the current standards. It is noted that the existing condition provides no stormwater treatment or control; this proposal is therefore a significant improvement over existing conditions. The location of some of the proposed activities within the 100-year FEMA floodplain have been discussed and analyzed at length. An analysis to determine the expected 100-year flood elevation was completed and submitted to the Town, and a proposal for the shallow excavation of an existing lawn area to compensate for lost flood storage is proposed and currently under review. The Yeshiva contends that the request that soil testing be conducted within “flood prone areas” is misplaced. As for the comment expressing confusion over the “changing” wetlands delineation lines, this is not the case. What occurred is that DEC and the Town’s consultants each performed their own independent delineation, and the Town’s boundary is smaller than the DEC line, meaning that the regulated adjacent area does not impact as much of the Property. As noted in our January 24, 2026 Wetland Narrative, the current site mapping includes an updated delineation based on numerous discussions with the DEC, and incorporates elements of the most recent delineation and past approved lines, showing that site conditions have changed since the original approval, and in some cases the wetland is now smaller. However, to be conservative, the original wetland line and associated adjacent area has been maintained in most areas. Additionally, DEC has opined that it believes the Project can meet permit issuance standards, and that “[a]bandoning the existing septic systems in the wetland and adjacent area to connect to town sewer will be an improvement,” and that DEC appreciates “the proposed mitigation of the DEC wetland and adjacent area.” Please refer to both the DEC Correspondence dated March 6, 2026, and the January 24, 2026 Wetland Narrative, each on file with the Town, for a complete discussion of the wetland boundaries. Page 109 Town of Cortlandt Planning Board May 22, 2026 | Page 9 Alleged Health Inspector Bribe In response to an accusation that the Yeshiva has “bribed” a health inspector, we would like to clarify for the record that this comment is specious. Apparently, a staff member made an inappropriate joke about buying lunch for a health department inspector. Nonetheless, the comment—made in jest—was investigated and resulted in a reprimand and temporary suspension of the staff member. Most importantly, the Yeshiva has not been privy to any special treatment throughout its approximately 40-year history, and this standalone incident is not reflective of the values of the Yeshiva. Public Grants The fact that the Yeshiva received public grants is of no relevance to your Board’s review of this application. Nonetheless, receiving public grants, including from Senator Harckham, is not indicative of any wrongdoing. Grants such as these happen all the time. That assistance from the Town and the Senator helped make the sewer system possible. It is also not true that the Town’s undertaking of the sewer project (which again, is unrelated to this application) serves no public purpose, as up to approximately 135 other parcels have the ability to tie into the new system if they so choose. Lastly, the sewer improvement was funded largely in part by a more than $900,000 payment by the Yeshiva. With respect to public security grants, these were made available by the State in light numerous documented antisemitic violent acts. The Yeshiva applied through the appropriate channels and was awarded those grants. Many religious institutions across the county unfortunately now have fencing and security cameras that are frequently funded through these grants. Legal Standing in New York Another comment falsely alleges that the Yeshiva has no legal standing in New York, since it has an office in New Jersey. As stated earlier, and as we have stated previously in our October 23, 2025 letter, The Yeshiva Congregation, and the Yeshiva Theological Seminary filed Certificates of Incorporation on July 23, 1962, and December 3, 1972, respectively, under the Religious Corporation Law of New York (the documents are on file and were attached to that letter). Further stated in the October letter, the Yeshiva offers a New York State regents diploma, and the seminary offers a first Talmudic degree as per the Association of Advanced Rabbinical and Talmudic Schools, which is accredited by New York State (First Talmudic Degree is equivalent to a bachelor's degree). While it is true that the Yeshiva has a New Jersey address (in addition to its New York address), the reason for this is that the New Jersey office is an auxiliary business office for individuals who live in New Jersey and work for the Yeshiva. This was another baseless assertion. Page 110 Town of Cortlandt Planning Board May 22, 2026 | Page 10 Alleged Dumping of Pollution Any allegations made that the Yeshiva was dumping pollution around the community is false and unsupported by any documentation. Further, as previously stated in our October 23, 2025 letter, all sewer violations have been resolved. The only current item is an outstanding order from DOH, which the new sewer district and installations resolve. Any issues that members of the public believe the Yeshiva has with its septic system will be resolved by the new sewer infrastructure, which the Planning Board Chair has acknowledged. See March 3, 2026 Meeting Minutes at 29. The Yeshiva is providing documentation with its May submission stating that in the professional opinion of the Yeshiva’s engineer, the new sewer district has sufficient capacity for the Yeshiva and the approximately 135 other parcels if they choose to connect. Additionally, the Department of Technical Services and the Town’s outside engineering consultant, Woodard & Curran, can also confirm this. The Project is an Unlisted Action under SEQRA The Yeshiva has not been treating the Project as a Type II action, but rather, an Unlisted action, as it was treated in 2010 when it obtained its special permit. The Town’s Planning Department issued a memorandum dated May 29, 2025, in which it states that the Project is an unlisted action under SEQRA. This characterization was again confirmed by the Town’s Planning Director at the March 3rd meeting. See March 3, 2026 Meeting Minutes at 53-54. This public comment likely incorrectly points to a section of SEQRA which indicates that the construction of nonresidential facilities disturbing 10 acres are Type 1 actions (6 NYCRR 617.4(b)(6)(i)). “Cult” Allegations Made Online and at the Podium by the Community While unfortunate, it is important to note that many falsities have been spread by some who have dangerously categorized the Yeshiva as a “cult,” and when given the opportunity to retract this statement, did not choose to do so. See March 3, 2026 Meeting Minutes at 22-24. While this goes without saying, the Yeshiva is not a cult, but rather a legitimate religious institution benefiting the community. This individual also is seeking a full denial of the Project, stating that the Yeshiva is “not deserving of any consideration from this board for anything,” which indicates that these comments are not being thoughtfully made in good faith. Id at 18. Such abhorrent diatribes should not be countenanced by your Board. When weighing public comments against the substantial evidence offered by the applicant, the board’s decision must be premised upon an “objective factual basis” in the record, and not “generalized community opposition.” See Kabro Assocs., LLC v. Town of Islip ZBA, 95 A.D.3d 1118, 1120 (2d Dep’t 2012) (annulling denial of special permit premised on neighbor’s opposition “uncorroborated by empirical data, and [] contradicted by the expert testimony offered by the petitioner, as well as the opinion of the Town of Islip Department of Planning and Development.”). Shared Sewer System Capacity In response to questions raised about whether the Peekskill Sewer District has sufficient capacity for the Yeshiva and the approximately 135 other parcels, we first note that this was a Page 111 Town of Cortlandt Planning Board May 22, 2026 | Page 11 question that the Town Board was required to answer when it applied for inclusion in the Peekskill County Sewer District and then approved the new system. There are engineering reports on file with the Town that demonstrate that the district has sufficient capacity. While we stress that this is not a Planning Board issue, in clarifying the record, we submit, in the profession opinion of the Yeshiva’s engineer, that the district does have sufficient capacity. Please remember, this is a public sewer district and a public system being constructed by the Town. As noted previously, the Department of Technical Services and the Town’s outside engineering consultant, Woodard & Curran, can also confirm this. Written Comments Many of the written comments have been responded to above, as there was a lot of overlap between comments made at public hearings and in writing. Comments were made that the Planning Board must take a “hard look” at potential impacts, ensure that the record contains sufficient studies and information to support its review before issuing any findings or approvals, and provide reasoned elaboration and written explanation of its SEQRA determination. We understand that prior to issuing any Project approvals, the Planning Board is required to issue its SEQRA determination, which will include a reasoned elaboration and written explanation of its determination, based on the comprehensive record and studies. As it relates to any written comment expressing environmental concerns, just as it occurred in 2010 when the Yeshiva’s special permit was issued, the Yeshiva will again demonstrate that the Project will not result in any significant adverse impacts through environmental tests and studies. Questions were also raised regarding the student cap. As previously documented in our December 19, 2025 letter, we do not think there is a basis to impose a cap. Details of the student cap are being worked out by the Yeshiva and Town Staff, and the result will be reflected in any resolution of approval. Comments raised about lighting on the site have been appropriately responded to by our lighting plan, which is contained in our Site Plan set. This demonstrates that site lighting is in compliance with the Town Code. As it relates to comments made about traffic, as mentioned, the number of staff commuting daily to the Yeshiva is decreasing from 28 to 25, and these staff members have staggered shifts. This does not result in an increase in traffic. Additionally, the students do not drive. We represent in our EAF on file with the Town that the Project will not result in increased traffic levels compared to current conditions. Conclusion The Administrative Record before your Board as Lead Agency pursuant to SEQRA is clear: all potential significant adverse environmental impacts have been identified, a hard look and serious studies and evaluations have been conducted, and all impacts have been mitigated to the maximum extent practicable. There is no legal or factual basis to deny the Amended Site Plan and Page 112 Town of Cortlandt Planning Board May 22, 2026 | Page 12 Special Permit Approvals. The proposed improvements will benefit the Yeshiva and the community in general. This religious educational institution is entitled to finally upgrade its campus as has been contemplated since the approvals granted by your Board over a decade ago. We thank your Board for your time, attention and patience throughout this process. Respectfully submitted, ZARIN & STEINMETZ LLP By: David S. Steinmetz Vincent M. Pedone Encls. cc: (via e-mail) Yeshiva Ohr Hameir Chris Kehoe, AICP Heather LaVarnway Michael Preziosi, P.E. Catherine Brosnan, P.E. Michael Cunningham, Esq. Chris Lapine, P.E. Dan Ciarcia, P.E. Steve Marino Chana Weisz Page 113 Page 114 Page 115 Tag Common Name Latin Name DBH Cond. Observations Invasive? Remove Based on Condition? 1001 Norway maple Acer platanoides 6 Good None Yes No 1002 Sweetgum Liquidambar styraciflua 33 Fair Deadwood. No No 1003 Sugar maple Acer saccharum 8 Fair Overtopped No No 1004 Sweetgum Liquidambar styraciflua 51 Fair Large deadwood No No 1005 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1006 Sweetgum Liquidambar styraciflua 5 Fair None No No 1007 Sugar maple Acer saccharum 5 Fair Overtopped No No 1008 Sassafras Sassafras albidum 7 Fair Overtopped No No 1009 Japanese maple Acer palmatum 9 Fair Overtopped No No 1010 Japanese maple Acer palmatum 13 Poor One dead lead. Dieback No Yes 1011 Japanese maple Acer palmatum 23 Fair Decay in trunk No No 1012 Sugar maple Acer saccharum 18 Good Deadwood No No 1013 Japanese maple Acer palmatum 14 Fair Deadwood No No 1014 Norway maple Acer platanoides 14 Good None Yes No 1015 Sugar maple Acer saccharum 5 Fair Overtopped No No 1016 White pine Pinus strobus 48 Poor Significant decay in trunk. Little canopy remains No Yes 1017 Black cherry Prunus serotina 5 Fair Overtopped No No 1018 Sugar maple Acer saccharum 17 Fair Deadwood No No 1019 Sugar maple Acer saccharum 13 Good Deadwood No No 1020 Norway maple Acer platanoides 10 Good None Yes No 1021 Sugar maple Acer saccharum 6 Fair Overtopped No No 1022 Sugar maple Acer saccharum 4 Fair Overtopped No No 1023 Norway spruce Picea abies 26 Fair Deadwood No No 1024 Sugar maple Acer saccharum 6 Fair Overtopped No No 1025 Norway spruce Picea abies 5 Fair Overtopped No No 1026 Norway maple Acer platanoides 10 Good None Yes No 1027 Black oak Quercus velutina 15 Fair Decay No No 1028 Red oak Quercus rubra 13 Fair Trunk bends No No 1029 Sugar maple Acer saccharum 8 Good Small deadwood No No 1030 Black gum Nyssa sylvatica 6 Fair Overtopped No No 1031 Ailanthus Ailanthus altissima 12 Fair Deadwood Yes No 1032 Sugar maple Acer saccharum 5 Fair Overtopped No No 1033 Sugar maple Acer saccharum 23 Good Deadwood No No 1034 Norway maple Acer platanoides 12 Fair Codominant at 2 feet Yes No 1035 Sweetgum Liquidambar styraciflua 19 Fair Deadwood No No 1036 Japanese maple Acer palmatum 6 Fair Overtopped No No 1037 Norway maple Acer platanoides 16 Good Deadwood Yes No 1038 Sugar maple Acer saccharum 5 Fair Overtopped No No 1039 Japanese maple Acer palmatum 5 Fair Overtopped No No 1040 Sugar maple Acer saccharum 9 Good None No No 1041 Japanese angelica treeAralia elata 4 Fair None Yes No 1042 Japanese angelica treeAralia elata 5 Fair None Yes No 1043 Black cherry Prunus serotina 14 Fair None No No 1044 Sugar maple Acer saccharum 11 Fair None No No 1045 Norway maple Acer platanoides 7 Fair Codominant at 6 feet Yes No Page 116 1046 Norway maple Acer platanoides 14 Good None Yes No 1047 Japanese maple Acer palmatum 4 Fair Overtopped No No 1048 Japanese maple Acer palmatum 8 Fair Overtopped. Deadwood No No 1049 Japanese angelica treeAralia elata 9 Fair Overtopped Yes No 1050 Japanese maple Acer palmatum 19 Poor Dieback. Large deadwood No Yes 1051 Japanese angelica treeAralia elata 4 Fair Overtopped Yes No 1052 Japanese angelica treeAralia elata 5 Fair Overtopped Yes No 1053 Japanese angelica treeAralia elata 4 Fair Overtopped Yes No 1054 Japanese angelica treeAralia elata 4 Fair Overtopped Yes No 1055 Japanese angelica treeAralia elata 5 Fair Vines Yes No 1056 Japanese maple Acer palmatum 4 Fair Overtopped. Vines No No 1057 Japanese angelica treeAralia elata 4 Fair Vines Yes No 1058 Sugar maple Acer saccharum 6 Fair None No No 1059 Sugar maple Acer saccharum 6 Fair None No No 1060 Sugar maple Acer saccharum 5 Fair None No No 1061 Japanese maple Acer palmatum 4 Fair Overtopped No No 1062 Sugar maple Acer saccharum 24 Good None No No 1063 Sugar maple Acer saccharum 18 Good Deadwood No No 1064 Sugar maple Acer saccharum 16 Fair Deadwood No No 1065 American elm Ulmus americana 18 Fair Deadwood No No 1066 Sugar maple Acer saccharum 4 Fair Overtopped No No 1067 Sugar maple Acer saccharum 11 Good Small deadwood No No 1068 Sugar maple Acer saccharum 11 Good Small deadwood No No 1069 Sugar maple Acer saccharum 5 Fair Overtopped No No 1070 Sugar maple Acer saccharum 4 Fair Overtopped No No 1071 Norway maple Acer platanoides 11 Good Small deadwood Yes No 1072 Sugar maple Acer saccharum 5 Fair Overtopped No No 1073 Norway maple Acer platanoides 7 Fair Small deadwood Yes No 1074 Sugar maple Acer saccharum 13 Fair Deadwood No No 1075 Norway spruce Picea abies 25 Fair Deadwood No No 1076 Norway maple Acer platanoides 4 Fair Small deadwood Yes No 1077 Sugar maple Acer saccharum 7 Fair Deadwood No No 1078 Norway maple Acer platanoides 14 Fair Slight lean Yes No 1079 Sugar maple Acer saccharum 23 Good Deadwood No No 1080 Ailanthus Ailanthus altissima 21 Poor Broken top. Decay Yes Yes 1081 Ailanthus Ailanthus altissima 14 Poor Broken top. Decay Yes Yes 1082 Ailanthus Ailanthus altissima 7 Poor Broken top. Dieback Yes Yes 1083 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1084 Ailanthus Ailanthus altissima 9 Poor Broken top. Dieback Yes Yes 1085 Japanese maple Acer palmatum 5 Fair Overtopped No No 1086 Japanese maple Acer palmatum 5 Good Overtopped No No 1087 American elm Ulmus americana 5 Fair Overtopped No No 1088 American elm Ulmus americana 15 Fair Unbalanced canopy No No 1089 Sugar maple Acer saccharum 9 Fair Overtopped. Vines No No 1090 White pine Pinus strobus 41 Fair Deadwood No No 1091 Sugar maple Acer saccharum 4 Fair Overtopped. No No Page 117 1092 White pine Pinus strobus 10 Poor Decay in trunk. Little canopy remains No Yes 1093 Red oak Quercus rubra 13 Fair Deadwood No No 1094 Sugar maple Acer saccharum 4 Fair Overtopped. No No 1095 Sugar maple Acer saccharum 8 Poor Overtopped. Broken top No Yes 1096 White pine Pinus strobus 43 Poor One lead broken. Decay No Yes 1097 Sugar maple Acer saccharum 5 Fair Overtopped. No No 1098 Black cherry Prunus serotina 5 Fair Overtopped. No No 1099 Japanese maple Acer palmatum 4 Fair Overtopped. No No 1100 Sugar maple Acer saccharum 4 Fair Overtopped. No No 1101 Sugar maple Acer saccharum 9 Fair Overtopped. No No 1102 Sugar maple Acer saccharum 16 Fair Self correcting lean No No 1103 Sugar maple Acer saccharum 5 Fair Self correcting lean No No 1104 White pine Pinus strobus 37 Fair Deadwood. Codominant at 9 feet No No 1105 Norway maple Acer platanoides 22 Fair Codominant at 7 feet. Large canker in one lead Yes No 1106 Sugar maple Acer saccharum 7 Good None No No 1107 Japanese maple Acer palmatum 4 Fair Overtopped No No 1108 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1109 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1110 American elm Ulmus americana 4 Fair Overtopped No No 1111 Japanese maple Acer palmatum 4 Fair Overtopped No No 1112 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1113 Japanese maple Acer palmatum 4 Fair Overtopped No No 1114 Japanese maple Acer palmatum 4 Fair Overtopped No No 1115 Sugar maple Acer saccharum 9 Fair Small deadwood No No 1116 Sugar maple Acer saccharum 5 Fair Overtopped No No 1117 Sugar maple Acer saccharum 6 Fair Overtopped No No 1118 American elm Ulmus americana 5 Poor Dieback No No 1119 Norway maple Acer platanoides 14 Good None Yes No 1120 American elm Ulmus americana 10 Fair Dieback No No 1121 Japanese maple Acer palmatum 5 Good Overtopped No No 1122 Norway maple Acer platanoides 10 Good None Yes No 1123 Japanese maple Acer palmatum 4 Good Overtopped No No 1124 Sugar maple Acer saccharum 10 Good Small deadwood No No 1125 Japanese maple Acer palmatum 10 Fair Deadwood No No 1126 Sugar maple Acer saccharum 9 Fair Vines No No 1127 Japanese maple Acer palmatum 5 Fair Overtopped No No 1128 Japanese maple Acer palmatum 5 Fair Overtopped No No 1129 Japanese maple Acer palmatum 5 Good Overtopped No No 1130 Japanese maple Acer palmatum 6 Fair Deadwood No No 1131 Japanese maple Acer palmatum 5 Fair Overtopped No No 1132 Japanese maple Acer palmatum 6 Fair Overtopped No No 1133 Japanese maple Acer palmatum 6 Fair Overtopped No No 1134 Pignut hickory Carya glabra 10 Good Small deadwood No No 1135 Japanese maple Acer palmatum 5 Fair Deadwood No No 1136 Black cherry Prunus serotina 9 Fair Vines. Deadwood No No 1137 Norway maple Acer platanoides 14 Good None Yes No Page 118 1138 American elm Ulmus americana 6 Fair Leans No No 1139 Sugar maple Acer saccharum 5 Fair Overtopped No No 1140 American elm Ulmus americana 7 Fair Leans No No 1141 Norway maple Acer platanoides 8 Fair Vines Yes No 1142 Sugar maple Acer saccharum 9 Fair Vines. Deadwood No No 1143 Japanese maple Acer palmatum 5 Fair Vines No No 1144 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1145 Norway maple Acer platanoides 10 Fair Deadwood Yes No 1146 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1147 Sugar maple Acer saccharum 4 Fair Overtopped. Cavity No No 1148 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1149 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1150 Norway maple Acer platanoides 27 Fair Vines. Deadwood Yes No 1151 American elm Ulmus americana 4 Fair Overtopped No No 1152 Red maple Acer rubrum 7 Poor Dieback. Deadwood No No 1153 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1154 Sugar maple Acer saccharum 5 Fair Overtopped. No No 1155 Sugar maple Acer saccharum 9 Poor Covered in vines No Yes 1156 American elm Ulmus americana 4 Fair Vines. Overtopped No No 1157 Norway maple Acer platanoides 11 Good None Yes No 1158 Black cherry Prunus serotina 5 Fair Overtopped No No 1159 Sugar maple Acer saccharum 14 Good None No No 1160 Japanese maple Acer palmatum 4 Fair Overtopped No No 1161 Japanese maple Acer palmatum 5 Fair Overtopped No No 1162 Japanese maple Acer palmatum 4 Fair Overtopped. Vines No No 1163 Japanese maple Acer palmatum 6 Fair Overtopped. Vines No No 1164 Norway maple Acer platanoides 15 Fair Vines. Deadwood Yes No 1165 American elm Ulmus americana 11 Fair Very unbalanced canopy No No 1166 Norway maple Acer platanoides 24 Fair Deadwood Yes No 1167 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No 1168 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No 1169 American elm Ulmus americana 4 Fair Vines. Overtopped No No 1170 Norway maple Acer platanoides 17 Good Small deadwood Yes No 1172 American elm Ulmus americana 4 Fair Vines. Overtopped No No 1173 Norway maple Acer platanoides 5 Fair Vines Yes No 1174 American elm Ulmus americana 6 Fair Overtopped No No 1175 Sugar maple Acer saccharum 9 Fair Deadwood No No 1176 Norway maple Acer platanoides 5 Fair Small deadwood Yes No 1177 Norway maple Acer platanoides 15 Good Small deadwood Yes No 1178 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1179 Norway maple Acer platanoides 10 Fair Vines Yes No 1180 American elm Ulmus americana 8 Fair Overtopped No No 1181 American elm Ulmus americana 7 Fair Overtopped No No 1182 Norway maple Acer platanoides 13 Fair Vines Yes No 1183 Norway maple Acer platanoides 6 Fair Vines. Overtopped Yes No 1184 Sugar maple Acer saccharum 6 Fair Vines No No Page 119 1185 Sugar maple Acer saccharum 5 Poor Covered in vines No Yes 1186 Sugar maple Acer saccharum 7 Fair Deadwood No No 1187 Norway maple Acer platanoides 14 Fair Vines. Yes No 1188 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1189 Norway maple Acer platanoides 10 Fair Self correcting lean Yes No 1190 Black cherry Prunus serotina 4 Fair Overtopped No No 1191 Norway maple Acer platanoides 13 Good Vines Yes No 1192 Norway maple Acer platanoides 16 Good None Yes No 1193 Sugar maple Acer saccharum 9 Fair Overtopped No No 1194 Norway maple Acer platanoides 13 Good None Yes No 1195 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1196 Red oak Quercus rubra 35 Fair Large deadwood No No 1197 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1198 Red maple Acer rubrum 50 Fair Tri lead at 6 feet. Large deadwood No No 1199 Sugar maple Acer saccharum 15 Good Deadwood No No 1200 Sugar maple Acer saccharum 16 Fair Deadwood No No 1201 Eastern red cedar Juniperus virginiana 13 Poor Vines cover canopy. Little foliage remains No Yes 1202 Norway maple Acer platanoides 21 Fair Self correcting lean. Deadwood Yes No 1203 Sugar maple Acer saccharum 17 Fair Deadwood No No 1204 Red oak Quercus rubra 7 Poor Covered in vines No Yes 1205 Ailanthus Ailanthus altissima 17 Poor Vines. Codominant at 5 feet with crack in union. Yes Yes 1206 Ailanthus Ailanthus altissima 10 Fair Vines. Yes No 1207 Ailanthus Ailanthus altissima 10 Poor Vines cover canopy. Significant trunk bend Yes Yes 1208 Sassafras Sassafras albidum 4 Fair Vines No No 1209 Black cherry Prunus serotina 8 Poor Covered in vines No Yes 1210 Ailanthus Ailanthus altissima 16 Fair Vines. Deadwood Yes No 1211 Ailanthus Ailanthus altissima 7 Poor Vines throughout canopy. Significant lean and bend Yes Yes 1212 Ailanthus Ailanthus altissima 16 Fair Deadwood. Vines Yes No 1213 Norway maple Acer platanoides 18 Poor Basal decay. Trunk cavity. Broken top Yes Yes 1214 Ailanthus Ailanthus altissima 11 Fair Deadwood Yes No 1215 Ailanthus Ailanthus altissima 36 Fair Vines. Tri lead at base Yes No 1216 Ailanthus Ailanthus altissima 12 Fair Vines. Deadwood Yes No 1217 Ailanthus Ailanthus altissima 7 Fair Vines. Leans Yes No 1218 Ailanthus Ailanthus altissima 10 Fair Vines. Yes No 1219 Ailanthus Ailanthus altissima 11 Fair Vines. Yes No 1220 Bitternut hickory Carya cordiformis 12 Fair Vines. Minor basal decay No No 1221 Bitternut hickory Carya cordiformis 13 Poor Vines cover canopy. Broken top No Yes 1222 Ailanthus Ailanthus altissima 4 Fair Vines Yes No 1223 Black cherry Prunus serotina 13 Fair Vines. Deadwood No No 1224 Ailanthus Ailanthus altissima 59 Fair Multi lead clump. Vines. Deadwood Yes No 1225 Ailanthus Ailanthus altissima 57 Fair Multi lead clump. Vines. Deadwood Yes No 1226 Norway maple Acer platanoides 7 Fair Vertical wound with missing bark Yes No 1227 Ailanthus Ailanthus altissima 16 Poor Vines. Dead top Yes Yes 1228 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1229 Ailanthus Ailanthus altissima 20 Fair Deadwood Yes No 1230 Ailanthus Ailanthus altissima 7 Poor Covered in vines Yes Yes Page 120 1231 Sugar maple Acer saccharum 14 Fair Codominant at 3 feet. No No 1232 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No 1233 Ailanthus Ailanthus altissima 7 Fair Overtopped Yes No 1234 Black cherry Prunus serotina 10 Fair Deadwood No No 1235 Norway maple Acer platanoides 9 Fair Deadwood Yes No 1236 Sugar maple Acer saccharum 11 Fair Overtopped No No 1237 Black cherry Prunus serotina 15 Fair Leans No No 1238 Pignut hickory Carya glabra 21 Good None No No 1239 Black cherry Prunus serotina 10 Fair Leans No No 1240 Norway maple Acer platanoides 8 Fair Small deadwood Yes No 1241 Norway maple Acer platanoides 9 Fair Small deadwood Yes No 1242 Sugar maple Acer saccharum 6 Fair Overtopped No No 1243 Sugar maple Acer saccharum 8 Fair Overtopped No No 1244 Norway maple Acer platanoides 7 Fair Deadwood Yes No 1245 Sugar maple Acer saccharum 7 Fair Overtopped No No 1246 Sugar maple Acer saccharum 18 Good Deadwood No No 1247 Ailanthus Ailanthus altissima 7 Poor Leans. Dieback Yes Yes 1248 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1249 Norway maple Acer platanoides 12 Poor Dead top Yes Yes 1250 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1251 Sugar maple Acer saccharum 6 Fair Overtopped No No 1252 Sugar maple Acer saccharum 6 Fair Overtopped No No 1253 Norway maple Acer platanoides 14 Fair Deadwood Yes No 1254 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1255 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1256 Norway maple Acer platanoides 12 Fair Overtopped Yes No 1257 Sugar maple Acer saccharum 5 Fair Overtopped No No 1258 Norway maple Acer platanoides 4 Poor Overtopped. Bends Yes Yes 1259 Norway maple Acer platanoides 16 Good None Yes No 1260 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1261 Norway maple Acer platanoides 11 Good None Yes No 1262 Black cherry Prunus serotina 14 Fair Deadwood No No 1263 Norway maple Acer platanoides 7 Good None Yes No 1264 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1265 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1266 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1267 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1268 Red oak Quercus rubra 17 Fair Deadwood No No 1269 Sugar maple Acer saccharum 5 Good None No No 1270 Black cherry Prunus serotina 18 Fair Deadwood No No 1271 Norway maple Acer platanoides 13 Fair Deadwood Yes No 1273 Norway maple Acer platanoides 10 Fair Deadwood Yes No 1274 Norway maple Acer platanoides 11 Fair Deadwood Yes No 1275 American elm Ulmus americana 9 Fair None No No 1276 Norway maple Acer platanoides 9 Fair Calloused wound in trunk Yes No 1277 Sugar maple Acer saccharum 10 Good None No No Page 121 1278 Norway maple Acer platanoides 14 Good None Yes No 1279 Norway maple Acer platanoides 12 Good None Yes No 1280 Norway maple Acer platanoides 8 Fair None Yes No 1281 Norway maple Acer platanoides 9 Fair None Yes No 1282 Sugar maple Acer saccharum 6 Fair Overtopped No No 1283 Norway maple Acer platanoides 9 Fair None Yes No 1284 Sugar maple Acer saccharum 5 Fair Overtopped No No 1285 Norway maple Acer platanoides 14 Good None Yes No 1286 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1287 Sugar maple Acer saccharum 6 Fair Overtopped No No 1288 Sugar maple Acer saccharum 5 Fair Overtopped No No 1289 Norway maple Acer platanoides 13 Fair Small deadwood Yes No 1290 Norway maple Acer platanoides 6 Fair Small deadwood Yes No 1291 Sugar maple Acer saccharum 7 Good None No No 1292 Norway maple Acer platanoides 16 Good Small deadwood Yes No 1293 Sugar maple Acer saccharum 6 Fair Unbalanced canopy No No 1294 American elm Ulmus americana 6 Fair Unbalanced canopy. Overtopped No No 1295 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1296 Sugar maple Acer saccharum 11 Fair Unbalanced canopy No No 1297 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1298 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1299 Norway maple Acer platanoides 8 Poor Broken top Yes Yes 1300 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1301 Norway maple Acer platanoides 9 Good None Yes No 1302 Sugar maple Acer saccharum 8 Fair Small deadwood No No 1303 Sugar maple Acer saccharum 5 Fair Overtopped No No 1304 Sugar maple Acer saccharum 6 Fair Overtopped No No 1305 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1306 Norway maple Acer platanoides 13 Fair Deadwood Yes No 1307 Norway maple Acer platanoides 12 Fair None Yes No 1308 Sugar maple Acer saccharum 4 Fair Overtopped No No 1309 Sugar maple Acer saccharum 5 Fair Overtopped No No 1310 Norway maple Acer platanoides 7 Fair None Yes No 1311 Norway maple Acer platanoides 10 Good None Yes No 1312 Sugar maple Acer saccharum 6 Fair Overtopped No No 1313 Sugar maple Acer saccharum 6 Fair Overtopped No No 1314 Norway maple Acer platanoides 8 Good None Yes No 1315 Norway maple Acer platanoides 6 Good None Yes No 1316 Sugar maple Acer saccharum 12 Good Overtopped No No 1317 Sugar maple Acer saccharum 13 Good Overtopped No No 1318 Sugar maple Acer saccharum 4 Fair Overtopped No No 1319 Sugar maple Acer saccharum 11 Good None No No 1320 Sugar maple Acer saccharum 5 Fair None No No 1321 Sugar maple Acer saccharum 6 Fair None No No 1322 Sugar maple Acer saccharum 4 Good None No No 1323 Sugar maple Acer saccharum 14 Good None No No Page 122 1324 Sugar maple Acer saccharum 4 Fair Overtopped No No 1325 Norway maple Acer platanoides 10 Fair Overtopped Yes No 1326 Norway maple Acer platanoides 9 Fair None Yes No 1327 Norway maple Acer platanoides 13 Good None Yes No 1328 Sugar maple Acer saccharum 4 Fair Overtopped No No 1329 Sugar maple Acer saccharum 9 Fair Overtopped No No 1330 Sugar maple Acer saccharum 8 Fair Overtopped No No 1331 Norway maple Acer platanoides 16 Good None Yes No 1332 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1333 Norway maple Acer platanoides 18 Good Small deadwood Yes No 1334 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1335 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1336 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1337 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1338 Norway maple Acer platanoides 13 Good Small deadwood Yes No 1339 Norway maple Acer platanoides 7 Fair Small deadwood Yes No 1340 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1341 Sugar maple Acer saccharum 8 Fair Overtopped No No 1342 Sugar maple Acer saccharum 11 Fair Unbalanced canopy No No 1343 Sugar maple Acer saccharum 6 Fair Overtopped No No 1344 Pignut hickory Carya glabra 8 Fair Overtopped. No No 1345 American elm Ulmus americana 7 Fair Overtopped. Leans No No 1346 Sugar maple Acer saccharum 6 Fair Overtopped No No 1347 Sugar maple Acer saccharum 6 Fair Overtopped No No 1348 Black oak Quercus velutina 31 Poor Basal decay No Yes 1349 Sugar maple Acer saccharum 7 Fair Overtopped No No 1350 Sugar maple Acer saccharum 4 Fair Overtopped No No 1351 Sugar maple Acer saccharum 6 Fair Overtopped No No 1352 Norway maple Acer platanoides 15 Good Small deadwood Yes No 1353 Norway maple Acer platanoides 13 Good Small deadwood Yes No 1354 Norway maple Acer platanoides 24 Good Deadwood Yes No 1355 Norway maple Acer platanoides 6 Fair None Yes No 1356 Sugar maple Acer saccharum 11 Fair None No No 1357 Sugar maple Acer saccharum 14 Good None No No 1358 Sugar maple Acer saccharum 5 Fair None No No 1359 Sugar maple Acer saccharum 7 Fair None No No 1360 Sugar maple Acer saccharum 6 Fair None No No 1361 Norway maple Acer platanoides 19 Good None Yes No 1362 Sugar maple Acer saccharum 4 Fair None No No 1363 Norway maple Acer platanoides 7 Fair None Yes No 1364 Sugar maple Acer saccharum 7 Fair None No No 1365 Norway maple Acer platanoides 13 Fair None Yes No 1366 Norway maple Acer platanoides 10 Fair None Yes No 1367 Sugar maple Acer saccharum 5 Fair None No No 1368 Sugar maple Acer saccharum 4 Fair None No No 1369 Norway maple Acer platanoides 8 Good None Yes No Page 123 1370 Sugar maple Acer saccharum 8 Fair None No No 1371 Sugar maple Acer saccharum 9 Good None No No 1372 Norway maple Acer platanoides 11 Fair Vines Yes No 1373 Sugar maple Acer saccharum 5 Fair Small deadwood No No 1374 Black cherry Prunus serotina 6 Poor Sap rot decay No Yes 1375 Norway maple Acer platanoides 14 Good None Yes No 1376 Sugar maple Acer saccharum 9 Fair Small deadwood No No 1377 Sweetgum Liquidambar styraciflua 23 Fair Deadwood No No 1378 Sugar maple Acer saccharum 9 Fair Overtopped No No 1379 Norway maple Acer platanoides 20 Fair Deadwood Yes No 1380 Red oak Quercus rubra 21 Fair Deadwood No No 1381 Sugar maple Acer saccharum 6 Fair Overtopped No No 1382 Sugar maple Acer saccharum 6 Fair Overtopped No No 1383 Sugar maple Acer saccharum 6 Fair Overtopped No No 1384 Norway maple Acer platanoides 7 Fair Small deadwood Yes No 1385 Sugar maple Acer saccharum 5 Fair Overtopped No No 1386 Red oak Quercus rubra 28 Fair Deadwood No No 1387 Sugar maple Acer saccharum 7 Fair Overtopped No No 1388 Norway maple Acer platanoides 6 Fair Overtopped. Slight lean Yes No 1389 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1390 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1391 Black cherry Prunus serotina 14 Poor Large deadwood. Dieback No Yes 1392 Norway maple Acer platanoides 10 Good None Yes No 1393 Norway maple Acer platanoides 14 Good Small deadwood Yes No 1394 Norway maple Acer platanoides 10 Fair Overtopped Yes No 1395 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1396 Red oak Quercus rubra 10 Fair Leans No No 1397 Pignut hickory Carya glabra 21 Fair Deadwood No No 1398 Sugar maple Acer saccharum 5 Fair Overtopped No No 1399 Norway maple Acer platanoides 8 Poor Dead top Yes Yes 1400 Norway maple Acer platanoides 11 Fair Deadwood Yes No 1401 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1402 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1403 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1404 Sugar maple Acer saccharum 15 Good None No No 1405 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1406 Norway maple Acer platanoides 17 Fair Deadwood Yes No 1407 Ailanthus Ailanthus altissima 15 Fair Deadwood Yes No 1408 Norway maple Acer platanoides 16 Fair Vines. Deadwood Yes No 1409 Sugar maple Acer saccharum 15 Fair Deadwood No No 1410 Ailanthus Ailanthus altissima 20 Fair Deadwood Yes No 1411 Sugar maple Acer saccharum 13 Good None No No 1412 Norway maple Acer platanoides 9 Fair Slight lean Yes No 1413 Norway maple Acer platanoides 9 Fair Slight lean Yes No 1414 Sugar maple Acer saccharum 7 Fair Overtopped No No 1415 Norway maple Acer platanoides 4 Fair Overtopped Yes No Page 124 1416 Norway maple Acer platanoides 14 Fair Deadwood Yes No 1417 Norway maple Acer platanoides 10 Fair Overtopped Yes No 1418 Norway maple Acer platanoides 11 Fair Overtopped Yes No 1419 Sugar maple Acer saccharum 7 Fair Small deadwood No No 1420 Sugar maple Acer saccharum 8 Fair Overtopped No No 1421 Norway maple Acer platanoides 21 Good Deadwood Yes No 1422 Norway maple Acer platanoides 11 Fair Deadwood Yes No 1423 Sugar maple Acer saccharum 5 Fair Overtopped No No 1424 Norway maple Acer platanoides 14 Fair Vines. Deadwood Yes No 1425 Norway maple Acer platanoides 5 Dead Standing dead tree Yes Yes 1426 Sugar maple Acer saccharum 7 Fair Overtopped No No 1427 Black cherry Prunus serotina 11 Fair Deadwood No No 1428 Sugar maple Acer saccharum 6 Fair Overtopped No No 1429 Norway maple Acer platanoides 14 Fair Deadwood Yes No 1430 Sugar maple Acer saccharum 4 Fair Vines No No 1431 Sugar maple Acer saccharum 7 Fair Vines No No 1432 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1433 Sugar maple Acer saccharum 4 Fair Vines No No 1434 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1435 Sugar maple Acer saccharum 6 Fair Vines No No 1436 Norway maple Acer platanoides 10 Fair Deadwood Yes No 1437 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1438 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1439 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1440 Sugar maple Acer saccharum 8 Good None No No 1441 Sugar maple Acer saccharum 7 Fair Vines No No 1442 Norway maple Acer platanoides 11 Fair Deadwood Yes No 1443 Norway maple Acer platanoides 16 Fair Deadwood Yes No 1444 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1445 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1446 Red maple Acer rubrum 25 Fair Deadwood No No 1447 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1448 Norway maple Acer platanoides 21 Fair None Yes No 1449 Norway maple Acer platanoides 17 Good None Yes No 1450 Sugar maple Acer saccharum 7 Poor Vines wrapped around trunk No No 1451 Ailanthus Ailanthus altissima 6 Fair None Yes No 1452 Sugar maple Acer saccharum 10 Good None No No 1453 Sugar maple Acer saccharum 4 Fair Overtopped No No 1454 Sugar maple Acer saccharum 6 Fair Overtopped No No 1455 Sugar maple Acer saccharum 7 Fair Overtopped No No 1456 Norway maple Acer platanoides 9 Fair None Yes No 1457 Norway maple Acer platanoides 6 Fair None Yes No 1458 Sugar maple Acer saccharum 7 Fair Small deadwood No No 1459 Sugar maple Acer saccharum 5 Fair Overtopped No No 1460 Norway maple Acer platanoides 6 Fair None Yes No 1461 Sugar maple Acer saccharum 7 Fair Overtopped No No Page 125 1462 Sugar maple Acer saccharum 11 Fair Deadwood No No 1463 Sugar maple Acer saccharum 4 Fair Overtopped No No 1464 Norway maple Acer platanoides 19 Fair Deadwood Yes No 1465 Norway maple Acer platanoides 16 Good None Yes No 1466 Norway maple Acer platanoides 12 Fair None Yes No 1467 Norway maple Acer platanoides 10 Good None Yes No 1468 Sugar maple Acer saccharum 14 Good Small deadwood No No 1469 Red oak Quercus rubra 11 Poor Vines wrapped around trunk. Decay No Yes 1470 Norway maple Acer platanoides 12 Good None Yes No 1471 Sugar maple Acer saccharum 7 Poor Cavity. Broken top No Yes 1472 Sugar maple Acer saccharum 5 Fair Overtopped No No 1473 Shagbark hickory Carya ovata 10 Fair None No No 1474 Shagbark hickory Carya ovata 6 Good None No No 1475 Red oak Quercus rubra 9 Good None No No 1476 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No 1477 Norway maple Acer platanoides 11 Good None Yes No 1478 Norway maple Acer platanoides 12 Good None Yes No 1479 Sugar maple Acer saccharum 11 Fair Deadwood No No 1480 Black cherry Prunus serotina 15 Fair Deadwood No No 1481 Norway maple Acer platanoides 9 Fair Deadwood Yes No 1482 Red maple Acer rubrum 14 Fair Deadwood No No 1483 Sugar maple Acer saccharum 4 Good None No No 1484 Red maple Acer rubrum 28 Fair Deadwood No No 1486 Black cherry Prunus serotina 12 Fair Deadwood No No 1487 Sugar maple Acer saccharum 10 Good None No No 1488 Black cherry Prunus serotina 20 Poor Large deadwood. Dieback No Yes 1489 Sugar maple Acer saccharum 10 Fair None No No 1490 Sugar maple Acer saccharum 11 Good None No No 1491 Sugar maple Acer saccharum 6 Fair Overtopped No No 1492 Norway maple Acer platanoides 9 Poor Wrapped by a vine Yes No 1493 Norway maple Acer platanoides 13 Good None Yes No 1494 American elm Ulmus americana 5 Fair Overtopped No No 1495 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1496 Norway maple Acer platanoides 4 Fair Deadwood Yes No 1497 Norway maple Acer platanoides 7 Fair Deadwood Yes No 1498 Red oak Quercus rubra 12 Fair Deadwood No No 1499 Norway maple Acer platanoides 15 Fair Deadwood Yes No 1501 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1501 Sugar maple Acer saccharum 8 Fair Overtopped No No 1502 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1503 Red oak Quercus rubra 17 Fair Deadwood No No 1504 Norway maple Acer platanoides 18 Good None Yes No 1506 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1507 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1507 Norway maple Acer platanoides 5 Dead Standing dead tree Yes Yes 1508 Black cherry Prunus serotina 17 Fair Large deadwood No No Page 126 1509 Shagbark hickory Carya ovata 7 Fair Overtopped No No 1510 Shagbark hickory Carya ovata 6 Fair Overtopped No No 1511 Black cherry Prunus serotina 11 Poor Significant lean. Dieback No No 1512 Sugar maple Acer saccharum 10 Fair Overtopped No No 1513 Norway maple Acer platanoides 19 Good Small deadwood Yes No 1514 Norway maple Acer platanoides 9 Good Small deadwood Yes No 1515 Norway maple Acer platanoides 8 Poor Broken top Yes Yes 1516 Red maple Acer rubrum 8 Fair Overtopped No No 1517 Shagbark hickory Carya ovata 9 Good None No No 1518 Shagbark hickory Carya ovata 5 Fair Overtopped No No 1519 Ailanthus Ailanthus altissima 17 Fair Deadwood Yes No 1520 Shagbark hickory Carya ovata 9 Good None No No 1521 Pignut hickory Carya glabra 18 Fair Deadwood No No 1522 American elm Ulmus americana 5 Fair Overtopped No No 1523 Norway maple Acer platanoides 12 Good None Yes No 1524 Norway maple Acer platanoides 9 Fair Deadwood Yes No 1525 Norway maple Acer platanoides 14 Fair Deadwood Yes No 1526 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1527 Norway maple Acer platanoides 27 Fair Deadwood Yes No 1528 Norway maple Acer platanoides 17 Good None Yes No 1529 Norway spruce Picea abies 13 Fair Deadwood No No 1530 Norway spruce Picea abies 23 Fair Deadwood No No 1531 Red oak Quercus rubra 44 Fair Deadwood. Codominant at 12 feet No No 1532 Norway spruce Picea abies 25 Poor Significant dieback No Yes 1533 Norway spruce Picea abies 10 Fair Overtopped. Deadwood No No 1534 Red maple Acer rubrum 18 Fair Deadwood No No 1535 Norway spruce Picea abies 13 Fair Deadwood No No 1536 Norway spruce Picea abies 7 Fair Overtopped No No 1537 Norway spruce Picea abies 22 Fair Deadwood No No 1538 Ailanthus Ailanthus altissima 14 Fair Deadwood Yes No 1539 Norway spruce Picea abies 5 Poor Overtopped No No 1540 Red maple Acer rubrum 13 Fair Overtopped No No 1541 Red maple Acer rubrum 29 Fair Codominant at 5 feet. Deadwood No No 1542 Sugar maple Acer saccharum 10 Fair Vines No No 1543 Norway maple Acer platanoides 5 Good None Yes No 1544 American elm Ulmus americana 5 Poor Broken top. Vines No No 1545 Sugar maple Acer saccharum 6 Fair Vines No No 1546 Sugar maple Acer saccharum 6 Fair Vines No No 1547 Sugar maple Acer saccharum 5 Fair Small deadwood No No 1548 Sugar maple Acer saccharum 5 Fair Vines No No 1549 American elm Ulmus americana 5 Fair Overtopped No No 1550 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1551 Norway maple Acer platanoides 5 Fair Vines Yes No 1552 Sugar maple Acer saccharum 6 Fair Vines No No 1553 Sugar maple Acer saccharum 5 Fair Vines No No 1554 Black cherry Prunus serotina 4 Fair Overtopped No No Page 127 1555 Red maple Acer rubrum 15 Poor Significant dieback. Decay fungi No Yes 1556 Red maple Acer rubrum 31 Fair Codominant at 3 feet. Vines No No 1557 Red maple Acer rubrum 20 Fair Vines No No 1558 Ailanthus Ailanthus altissima 22 Fair Vines Yes No 1559 Ailanthus Ailanthus altissima 21 Fair Vines Yes No 1560 Red oak Quercus rubra 8 Fair Vines No No 1561 Sugar maple Acer saccharum 9 Poor Significant lean No No 1562 Sugar maple Acer saccharum 12 Good Small deadwood No No 1563 American elm Ulmus americana 6 Fair Overtopped No No 1564 Sugar maple Acer saccharum 11 Fair Small deadwood No No 1565 Norway maple Acer platanoides 17 Good None Yes No 1566 Sugar maple Acer saccharum 4 Fair Small deadwood No No 1567 Sugar maple Acer saccharum 9 Fair Small deadwood No No 1568 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1569 Norway maple Acer platanoides 7 Good None Yes No 1570 Sugar maple Acer saccharum 14 Good Small deadwood No No 1571 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1572 Red maple Acer rubrum 24 Poor Vertical wound with significant decay No Yes 1573 Sugar maple Acer saccharum 24 Fair Deadwood No No 1574 American elm Ulmus americana 4 Fair Overtopped No No 1575 American elm Ulmus americana 7 Fair Vines. Deadwood No No 1576 American elm Ulmus americana 8 Fair Vines. Deadwood No No 1577 American elm Ulmus americana 4 Poor Vines. Dead top No Yes 1578 American elm Ulmus americana 5 Dead Standing dead tree No Yes 1579 American elm Ulmus americana 7 Fair Vines No No 1580 Sugar maple Acer saccharum 7 Fair Vines No No 1581 American elm Ulmus americana 7 Poor Dieback No No 1582 Sugar maple Acer saccharum 6 Fair Overtopped No No 1583 Sugar maple Acer saccharum 5 Fair Vines No No 1584 Yellow birch Betula allgheniensis 13 Fair Self correcting lean No No 1585 Norway spruce Picea abies 13 Fair Deadwood No No 1586 Norway spruce Picea abies 13 Fair Deadwood No No 1587 Sugar maple Acer saccharum 5 Fair Vines No No 1588 Norway maple Acer platanoides 7 Fair Vines Yes No 1589 Sugar maple Acer saccharum 6 Fair Vines No No 1590 Sugar maple Acer saccharum 5 Fair Vines No No 1591 Black cherry Prunus serotina 22 Fair Deadwood No No 1592 American elm Ulmus americana 6 Good Small deadwood No No 1593 Red oak Quercus rubra 37 Fair Deadwood No No 1594 Black birch Betula lenta 4 Fair Overtopped No No 1595 Black oak Quercus velutina 23 Fair Calloused wound with minor decay. No No 1596 Black oak Quercus velutina 34 Fair Deadwood No No 1597 Black birch Betula lenta 5 Fair Overtopped No No 1598 Red oak Quercus rubra 20 Fair Deadwood No No 1599 Black birch Betula lenta 38 Fair Codominant at 2 feet. Deadwood No No 1600 Sugar maple Acer saccharum 4 Fair Overtopped No No Page 128 1601 Red oak Quercus rubra 24 Fair Deadwood No No 1602 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1603 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1604 Shagbark hickory Carya ovata 4 Fair Overtopped No No 1605 Black birch Betula lenta 5 Good None No No 1606 Red oak Quercus rubra 32 Fair Deadwood No No 1607 Red maple Acer rubrum 4 Fair Overtopped No No 1608 Black birch Betula lenta 8 Good None No No 1609 Red oak Quercus rubra 20 Fair Deadwood No No 1610 Black birch Betula lenta 4 Fair Ovetopped No No 1611 Black birch Betula lenta 5 Fair Ovetopped No No 1612 Red oak Quercus rubra 21 Fair Deadwood No No 1613 Red oak Quercus rubra 20 Fair Deadwood No No 1614 Black birch Betula lenta 6 Fair Ovetopped No No 1615 Red oak Quercus rubra 16 Fair Deadwood No No 1616 Red maple Acer rubrum 4 Fair Overtopped No No 1617 Red maple Acer rubrum 5 Fair Overtopped No No 1618 Red maple Acer rubrum 4 Fair Overtopped No No 1619 Red maple Acer rubrum 5 Good None No No 1620 Red oak Quercus rubra 19 Fair Deadwood No No 1621 American elm Ulmus americana 4 Fair Overtopped No No 1622 Red oak Quercus rubra 26 Fair Deadwood No No 1623 American elm Ulmus americana 4 Fair Overtopped No No 1624 Red oak Quercus rubra 15 Fair Deadwood No No 1625 Red maple Acer rubrum 17 Dead Standing dead tree No Yes 1626 Black oak Quercus velutina 23 Good Deadwood No No 1627 American elm Ulmus americana 7 Fair Overtopped No No 1628 Black cherry Prunus serotina 21 Poor Large deadwood No No 1629 American elm Ulmus americana 4 Fair Overtopped No No 1630 American elm Ulmus americana 4 Fair Overtopped No No 1631 Red oak Quercus rubra 13 Good Small deadwood No No 1632 Red oak Quercus rubra 17 Fair Deadwood No No 1633 Red maple Acer rubrum 4 Fair Overtopped No No 1634 Sugar maple Acer saccharum 4 Fair Overtopped No No 1635 Red maple Acer rubrum 6 Good Small deadwood No No 1636 Black birch Betula lenta 6 Good Ovetopped No No 1637 Red oak Quercus rubra 25 Good Small deadwood No No 1638 American elm Ulmus americana 6 Fair Overtopped No No 1639 Red maple Acer rubrum 6 Fair Overtopped No No 1640 American elm Ulmus americana 4 Fair Overtopped No No 1641 American elm Ulmus americana 5 Fair Overtopped No No 1642 Red oak Quercus rubra 22 Fair Deadwood No No 1643 Sugar maple Acer saccharum 5 Good Overtopped No No 1644 Black oak Quercus velutina 31 Fair Deadwood No No 1645 Red maple Acer rubrum 22 Fair Codominant at 3 feet No No 1646 Red oak Quercus rubra 17 Fair Deadwood No No Page 129 1647 American elm Ulmus americana 5 Fair Overtopped No No 1648 Sugar maple Acer saccharum 4 Good Overtopped No No 1649 Red maple Acer rubrum 42 Fair Codominant at 2 feet No No 1650 American elm Ulmus americana 5 Fair Overtopped No No 1651 American elm Ulmus americana 6 Fair Overtopped No No 1652 Red maple Acer rubrum 23 Fair Leans. Deadwood No No 1653 American elm Ulmus americana 7 Dead Standing dead tree No Yes 1654 Black cherry Prunus serotina 9 Fair Deadwood No No 1655 Black gum Nyssa sylvatica 30 Fair Tri lead at 3 feet No No 1656 Red maple Acer rubrum 25 Fair Deadwood No No 1657 Sugar maple Acer saccharum 4 Fair Overtopped No No 1658 Sugar maple Acer saccharum 6 Fair Overtopped No No 1659 Sugar maple Acer saccharum 7 Fair Overtopped No No 1660 Sugar maple Acer saccharum 5 Fair Overtopped No No 1661 Red maple Acer rubrum 4 Fair Overtopped No No 1662 Black cherry Prunus serotina 14 Good Small deadwood No No 1663 Red maple Acer rubrum 7 Poor Broken top. Vines No Yes 1664 Red maple Acer rubrum 14 Fair Vines No No 1665 Sugar maple Acer saccharum 4 Fair Overtopped. Leans No No 1666 Red maple Acer rubrum 17 Good Small deadwood No No 1667 Red maple Acer rubrum 12 Good Small deadwood No No 1668 Red maple Acer rubrum 13 Good Small deadwood No No 1669 Red maple Acer rubrum 10 Fair Vines No No 1670 Sassafras Sassafras albidum 45 Fair Vines. Deadwood No No 1671 American elm Ulmus americana 4 Fair Overtopped No No 1672 Norway maple Acer platanoides 9 Fair Vines Yes No 1673 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1674 Red maple Acer rubrum 5 Fair Overtopped No No 1675 American elm Ulmus americana 6 Fair Overtopped No No 1676 Red maple Acer rubrum 12 Fair Leans No No 1677 Red maple Acer rubrum 24 Fair Deadwood No No 1678 Sugar maple Acer saccharum 9 Fair Overtopped No No 1679 Sugar maple Acer saccharum 9 Fair Overtopped. Vines No No 1680 American elm Ulmus americana 5 Poor Significant bend No No 1681 American elm Ulmus americana 11 Fair Leans. Vines No No 1682 Sugar maple Acer saccharum 7 Fair Vines. Overtopped No No 1683 Sugar maple Acer saccharum 13 Fair Deadwood No No 1684 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1685 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1686 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1687 Red maple Acer rubrum 22 Fair Deadwood. Vines No No 1688 Red maple Acer rubrum 8 Poor Overtopped. Bends. Vines No Yes 1689 Sugar maple Acer saccharum 8 Fair Overtopped. Vines No No 1690 Norway maple Acer platanoides 13 Good None Yes No 1691 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1692 Sugar maple Acer saccharum 23 Fair Large deadwood No No Page 130 1693 Red maple Acer rubrum 27 Fair Codominant at 5 feet. Deadwood No No 1694 American elm Ulmus americana 6 Fair Overtopped No No 1695 Red maple Acer rubrum 19 Fair Deadwood No No 1696 American elm Ulmus americana 7 Dead Standing dead tree No Yes 1697 Black cherry Prunus serotina 17 Fair Deadwood No No 1698 Red maple Acer rubrum 17 Good Deadwood No No 1699 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1700 American elm Ulmus americana 4 Poor Covered in vines No Yes 1701 Red oak Quercus rubra 10 Fair Overtopped No No 1702 Red maple Acer rubrum 22 Fair Deadwood No No 1703 Sugar maple Acer saccharum 4 Fair Overtopped No No 1704 Red maple Acer rubrum 17 Fair Deadwood No No 1705 Tulip poplar Liriodendron tulipifera 5 Fair Overtopped No No 1706 Tulip poplar Liriodendron tulipifera 4 Fair Overtopped No No 1707 Red maple Acer rubrum 11 Fair Deadwood No No 1708 Red maple Acer rubrum 16 Good Deadwood No No 1709 Red maple Acer rubrum 4 Fair Overtopped No No 1710 Red maple Acer rubrum 13 Fair Tri lead No No 1711 Red maple Acer rubrum 5 Fair Overtopped No No 1712 Red maple Acer rubrum 9 Fair Leans No No 1713 Red maple Acer rubrum 12 Fair Deadwood No No 1714 Red maple Acer rubrum 4 Fair Overtopped No No 1715 Red maple Acer rubrum 13 Fair Deadwood No No 1716 Red maple Acer rubrum 15 Fair Deadwood No No 1717 American elm Ulmus americana 5 Fair Overtopped No No 1718 Red maple Acer rubrum 17 Fair Deadwood No No 1719 Red maple Acer rubrum 17 Good Deadwood No No 1720 Red maple Acer rubrum 14 Fair Deadwood No No 1721 Red maple Acer rubrum 18 Fair Deadwood No No 1722 Sassafras Sassafras albidum 6 Fair Overtopped. No No 1723 Sugar maple Acer saccharum 5 Fair Overtopped No No 1724 Norway maple Acer platanoides 18 Fair Deadwood Yes No 1725 Norway maple Acer platanoides 14 Fair Deadwood Yes No 1726 Norway maple Acer platanoides 11 Fair Deadwood Yes No 1727 Ailanthus Ailanthus altissima 14 Fair Deadwood Yes No 1728 Norway maple Acer platanoides 14 Good Deadwood Yes No 1729 Ailanthus Ailanthus altissima 11 Poor Deadwood Yes No 1730 Sugar maple Acer saccharum 5 Fair Overtopped No No 1731 Sugar maple Acer saccharum 12 Fair Leans No No 1732 Sugar maple Acer saccharum 4 Fair Overtopped No No 1733 Sugar maple Acer saccharum 4 Fair Overtopped No No 1734 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1735 Red maple Acer rubrum 14 Fair Deadwood No No 1736 Red maple Acer rubrum 30 Poor Vines. Dieback. Large deadwood No Yes 1737 Red maple Acer rubrum 24 Poor Significant decay. Vines No Yes 1738 Red maple Acer rubrum 7 Fair Overtopped No No Page 131 1739 Red maple Acer rubrum 21 Fair Codominant at 4 feet No No 1740 Red maple Acer rubrum 6 Fair Overtopped No No 1741 Red maple Acer rubrum 15 Fair Codominant at 3 feet No No 1742 Red maple Acer rubrum 7 Fair Overtopped No No 1743 Red maple Acer rubrum 14 Fair Codominant at 2 feet No No 1744 Red maple Acer rubrum 7 Fair Overtopped No No 1745 Red maple Acer rubrum 7 Fair Overtopped No No 1746 Red maple Acer rubrum 8 Fair Overtopped No No 1747 Red maple Acer rubrum 6 Fair Overtopped No No 1748 Red maple Acer rubrum 7 Fair Overtopped No No 1749 Tulip poplar Liriodendron tulipifera 5 Fair Overtopped No No 1750 Red maple Acer rubrum 6 Fair Overtopped No No 1751 Red maple Acer rubrum 14 Fair Deadwood No No 1752 Red maple Acer rubrum 5 Fair Overtopped No No 1753 Red maple Acer rubrum 9 Fair Overtopped No No 1754 Red maple Acer rubrum 10 Fair Deadwood No No 1755 White willow Salix alba 38 Fair Vines. Large deadwood No No 1756 Red maple Acer rubrum 9 Fair Overtopped No No 1757 Red maple Acer rubrum 10 Fair Small deadwood No No 1758 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1759 Red maple Acer rubrum 6 Poor Vines. Broken top No Yes 1760 Red maple Acer rubrum 17 Fair Tri lead at 2 feet No No 1761 Red maple Acer rubrum 15 Fair Codominant near base No No 1762 Red maple Acer rubrum 10 Fair Small deadwood No No 1763 Red maple Acer rubrum 6 Fair Overtopped No No 1764 Red maple Acer rubrum 4 Fair Overtopped No No 1765 Red maple Acer rubrum 6 Fair Overtopped No No 1766 Red maple Acer rubrum 10 Fair Small deadwood No No 1767 Red maple Acer rubrum 11 Good Small deadwood No No 1768 Red maple Acer rubrum 11 Fair Deadwood No No 1769 Red maple Acer rubrum 6 Fair Overtopped No No 1770 American elm Ulmus americana 4 Fair Overtopped No No 1771 Red maple Acer rubrum 12 Fair Overtopped No No 1772 Red maple Acer rubrum 10 Fair Overtopped No No 1773 Red maple Acer rubrum 20 Fair Codominant near base No No 1774 Red maple Acer rubrum 9 Fair Overtopped No No 1775 Red maple Acer rubrum 10 Fair Small deadwood No No 1776 Red maple Acer rubrum 7 Fair Small deadwood No No 1777 Red maple Acer rubrum 5 Fair Overtopped No No 1778 Red maple Acer rubrum 9 Good Small deadwood No No 1779 Red maple Acer rubrum 7 Fair Vines. Overtopped No No 1780 Red maple Acer rubrum 15 Fair Deadwood No No 1781 Red maple Acer rubrum 4 Fair Overtopped No No 1782 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1783 Sugar maple Acer saccharum 6 Fair Overtopped No No 1784 Sugar maple Acer saccharum 9 Good Small deadwood No No Page 132 1785 Black oak Quercus velutina 17 Fair Deadwood. No No 1786 Red maple Acer rubrum 13 Fair Deadwood No No 1787 Norway maple Acer platanoides 5 Fair Overtopped. Vines Yes No 1788 Red maple Acer rubrum 7 Poor Covered in vines No Yes 1789 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1790 Norway maple Acer platanoides 7 Fair Overtopped Yes No 1791 Red maple Acer rubrum 9 Fair Overtopped No No 1792 Norway maple Acer platanoides 10 Fair Overtopped Yes No 1793 Sugar maple Acer saccharum 4 Fair Overtopped No No 1794 Red oak Quercus rubra 35 Fair Deadwood. Vines No No 1795 Sugar maple Acer saccharum 20 Fair Deadwood No No 1796 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1797 Red oak Quercus rubra 19 Fair Deadwood No No 1798 Red oak Quercus rubra 15 Fair Deadwood No No 1799 Sugar maple Acer saccharum 6 Fair Overtopped No No 1800 Sassafras Sassafras albidum 23 Fair Deadwood. Vines No No 1801 Red maple Acer rubrum 8 Fair Overtopped No No 1802 Red maple Acer rubrum 19 Good Small deadwood No No 1803 American elm Ulmus americana 6 Fair Overtopped No No 1804 Red maple Acer rubrum 13 Fair Overtopped No No 1805 Red maple Acer rubrum 14 Fair Deadwood No No 1806 Sugar maple Acer saccharum 17 Good Small deadwood No No 1807 American elm Ulmus americana 7 Fair Overtopped No No 1808 Red maple Acer rubrum 20 Fair Leans No No 1809 American elm Ulmus americana 6 Fair Overtopped No No 1810 Norway maple Acer platanoides 6 Good Overtopped Yes No 1811 Sycamore maple Acer pseudoplatanus 8 Good Overtopped Yes No 1812 American linden Tilia americana 23 Fair Deadwood No No 1813 Norway maple Acer platanoides 19 Good Vines Yes No 1814 Red maple Acer rubrum 20 Fair Deadwood No No 1815 Red maple Acer rubrum 11 Fair Deadwood No No 1816 Sugar maple Acer saccharum 11 Fair Deadwood No No 1817 Sugar maple Acer saccharum 4 Fair Overtoppee No No 1818 Sugar maple Acer saccharum 6 Fair Overtopped No No 1819 Sugar maple Acer saccharum 10 Fair Overtopped No No 1820 Red oak Quercus rubra 18 Fair Deadwood No No 1821 Sugar maple Acer saccharum 25 Fair Deadwood No No 1822 Sugar maple Acer saccharum 7 Fair Overtopped. Calloused wound in trunk No No 1823 Sugar maple Acer saccharum 18 Good Deadwood No No 1824 Sugar maple Acer saccharum 12 Good Small deadwood No No 1825 Norway maple Acer platanoides 4 Good None Yes No 1826 Norway maple Acer platanoides 13 Good None Yes No 1827 Sugar maple Acer saccharum 7 Fair Overtopped No No 1828 Sugar maple Acer saccharum 19 Good None No No 1829 American elm Ulmus americana 4 Fair Vines No No 1830 American elm Ulmus americana 5 Fair Vines No No Page 133 1831 Norway maple Acer platanoides 15 Good None Yes No 1832 Sugar maple Acer saccharum 4 Fair Overtopped No No 1833 Sugar maple Acer saccharum 4 Fair Overtopped No No 1834 Black cherry Prunus serotina 5 Fair Overtopped. Vines No No 1835 Red maple Acer rubrum 25 Fair Vines. Deadwood No No 1836 Sugar maple Acer saccharum 4 Fair Overtopped No No 1837 American elm Ulmus americana 10 Dead Standing dead tree No Yes 1838 Sugar maple Acer saccharum 10 Fair Vines No No 1839 Sugar maple Acer saccharum 6 Fair Vines No No 1840 Sugar maple Acer saccharum 10 Fair Overtopped No No 1841 Sugar maple Acer saccharum 4 Fair Overtopped No No 1842 Red maple Acer rubrum 24 Fair Vines. Deadwood No No 1843 Red maple Acer rubrum 6 Fair Overtopped. Leans No No 1844 Red maple Acer rubrum 10 Fair Overtopped. Leans No No 1845 Red maple Acer rubrum 8 Good Overtopped No No 1846 Red maple Acer rubrum 9 Fair Self correcting lean No No 1847 Red maple Acer rubrum 13 Dead Standing dead tree No Yes 1848 Red maple Acer rubrum 25 Fair Codominant at base. Deadwood No No 1849 American elm Ulmus americana 8 Good None No No 1850 American linden Tilia americana 23 Poor Decay No Yes 1851 American elm Ulmus americana 7 Poor Covered in vines No Yes 1852 Norway maple Acer platanoides 9 Fair Overtopped Yes No 1853 Red oak Quercus rubra 14 Fair Vines No No 1854 Red oak Quercus rubra 30 Fair Deadwood No No 1855 Red maple Acer rubrum 5 Fair Overtopped No No 1856 American elm Ulmus americana 6 Fair Overtopped No No 1857 American elm Ulmus americana 5 Dead Standing dead tree No Yes 1858 American elm Ulmus americana 9 Fair Overtopped No No 1859 Red oak Quercus rubra 6 Fair Overtopped No No 1860 Red oak Quercus rubra 34 Fair Deadwood No No 1861 Red oak Quercus rubra 5 Fair Overtopped No No 1862 American elm Ulmus americana 5 Fair Overtopped No No 1863 American elm Ulmus americana 4 Fair Overtopped No No 1864 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1865 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1866 Black oak Quercus velutina 21 Fair Vines. Deadwood No No 1867 Red maple Acer rubrum 13 Fair Vines. No No 1868 Red maple Acer rubrum 22 Good Small deadwood No No 1869 American elm Ulmus americana 5 Fair Overtopped No No 1870 Red maple Acer rubrum 8 Good Small deadwood No No 1871 Sugar maple Acer saccharum 6 Fair Overtopped No No 1872 Red oak Quercus rubra 8 Fair Overtopped No No 1873 Norway maple Acer platanoides 9 Good None Yes No 1874 Tulip poplar Liriodendron tulipifera 32 Fair Deadwood No No 1875 Norway maple Acer platanoides 4 Fair Overtopped Yes No 1876 Red maple Acer rubrum 7 Fair Overtopped No No Page 134 1877 Red maple Acer rubrum 14 Good Small deadwood No No 1878 Red maple Acer rubrum 21 Good Small deadwood No No 1879 Red maple Acer rubrum 9 Fair Small deadwood No No 1880 Sugar maple Acer saccharum 11 Good Small deadwood No No 1881 Sugar maple Acer saccharum 7 Fair Small deadwood No No 1882 Red maple Acer rubrum 6 Fair Small deadwood No No 1883 Sugar maple Acer saccharum 4 Fair Small deadwood No No 1884 American elm Ulmus americana 5 Fair Overtopped No No 1885 Red oak Quercus rubra 7 Fair Overtopped No No 1886 Tulip poplar Liriodendron tulipifera 31 Fair Deadwood No No 1887 Sugar maple Acer saccharum 7 Fair Small deadwood No No 1888 Sugar maple Acer saccharum 4 Fair Overtopped. Vines No No 1889 Flowering dogwood Cornus florida 4 Poor Overtopped. Dieback No No 1890 Red maple Acer rubrum 17 Fair Deadwood. Vines No No 1891 Tulip poplar Liriodendron tulipifera 33 Fair Deadwood No No 1892 Shagbark hickory Carya ovata 12 Fair Small deadwood No No 1893 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1894 Tulip poplar Liriodendron tulipifera 29 Fair Deadwood No No 1895 Sugar maple Acer saccharum 5 Fair Overtopped No No 1896 Red maple Acer rubrum 6 Fair Overtopped No No 1897 Red oak Quercus rubra 14 Fair Deadwood No No 1898 American elm Ulmus americana 4 Fair Overtopped No No 1899 Red maple Acer rubrum 19 Good Small deadwood No No 1900 Sugar maple Acer saccharum 4 Fair Overtopped No No 1901 Sugar maple Acer saccharum 9 Fair Overtopped No No 1902 Red maple Acer rubrum 11 Fair Overtopped No No 1903 Red maple Acer rubrum 10 Fair Overtopped No No 1904 Red maple Acer rubrum 9 Dead Standing dead tree No Yes 1905 Red oak Quercus rubra 15 Good Small deadwood No No 1906 Sugar maple Acer saccharum 17 Fair Codominant at 5 feet No No 1907 Red maple Acer rubrum 14 Good Small deadwood No No 1908 Red maple Acer rubrum 13 Fair Deadwood No No 1909 Red maple Acer rubrum 18 Fair Deadwood No No 1910 Red maple Acer rubrum 10 Fair Overtopped No No 1911 Sugar maple Acer saccharum 14 Good Small deadwood No No 1912 Red maple Acer rubrum 13 Fair Deadwood No No 1913 Red maple Acer rubrum 9 Poor Broken top. Decay in trunk No Yes 1914 Red oak Quercus rubra 21 Fair Deadwood No No 1915 Tulip poplar Liriodendron tulipifera 25 Fair Deadwood No No 1916 Red maple Acer rubrum 11 Fair Overtopped No No 1917 Sugar maple Acer saccharum 6 Fair Overtopped No No 1918 Red maple Acer rubrum 4 Fair Overtopped No No 1919 Red maple Acer rubrum 17 Fair Deadwood No No 1920 Red maple Acer rubrum 22 Fair Vines No No 1921 Red maple Acer rubrum 6 Fair Overtopped No No 1922 Red maple Acer rubrum 7 Fair Overtopped No No Page 135 1923 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1924 Red maple Acer rubrum 16 Fair Codominant at base No No 1925 Sugar maple Acer saccharum 5 Poor Overtopped. Vines No No 1926 Red maple Acer rubrum 14 Good Small deadwood No No 1927 Sugar maple Acer saccharum 7 Fair Overtopped. No No 1928 Sugar maple Acer saccharum 8 Fair Overtopped. No No 1929 Norway maple Acer platanoides 8 Good None Yes No 1930 Shagbark hickory Carya ovata 5 Fair Overtopped No No 1931 Red maple Acer rubrum 5 Fair Vines No No 1932 Red maple Acer rubrum 5 Fair Overtopped No No 1933 Sugar maple Acer saccharum 6 Good Overtopped No No 1934 Sugar maple Acer saccharum 6 Fair Overtopped No No 1935 Sugar maple Acer saccharum 5 Fair Overtopped No No 1937 Ailanthus Ailanthus altissima 15 Fair Deadwood Yes No 1938 American elm Ulmus americana 6 Poor Vines. Broken top No Yes 1939 American elm Ulmus americana 5 Fair Overtopped No No 1940 Red oak Quercus rubra 7 Fair Overtopped No No 1941 Shagbark hickory Carya ovata 6 Fair Overtopped No No 1942 Sugar maple Acer saccharum 7 Fair Overtopped No No 1943 Red oak Quercus rubra 22 Fair Deadwood No No 1944 Shagbark hickory Carya ovata 6 Fair Overtopped No No 1945 Red oak Quercus rubra 9 Fair Deadwood No No 1946 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No 1947 Red oak Quercus rubra 14 Fair Deadwood No No 1948 Shagbark hickory Carya ovata 6 Fair Overtopped No No 1949 Sugar maple Acer saccharum 6 Fair Overtopped. Vines No No 1950 Red maple Acer rubrum 5 Fair Overtopped No No 1951 Red oak Quercus rubra 20 Fair Deadwood No No 1952 Red maple Acer rubrum 20 Good None No No 1953 Sugar maple Acer saccharum 6 Fair Overtopped. No No 1954 Sugar maple Acer saccharum 4 Fair Overtopped. No No 1955 Red oak Quercus rubra 21 Fair Deadwood No No 1956 Black gum Nyssa sylvatica 9 Fair Overtopped No No 1957 Tulip poplar Liriodendron tulipifera 12 Fair Overtopped No No 1958 Red oak Quercus rubra 23 Fair Deadwood No No 1959 Sugar maple Acer saccharum 5 Fair Overtopped. No No 1960 Sugar maple Acer saccharum 4 Fair Overtopped. No No 1961 Red oak Quercus rubra 10 Fair Deadwood No No 1962 Pignut hickory Carya glabra 15 Good Small deadwood No No 1963 Red oak Quercus rubra 17 Fair Deadwood No No 1964 Sugar maple Acer saccharum 4 Fair Overtopped. No No 1965 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1966 Norway maple Acer platanoides 5 Fair Overtopped Yes No 1967 Black birch Betula lenta 16 Fair Deadwood No No 1968 Pignut hickory Carya glabra 10 Fair Overtopped No No 1969 Red oak Quercus rubra 15 Fair Deadwood No No Page 136 1970 Red oak Quercus rubra 19 Fair Deadwood No No 1971 Sugar maple Acer saccharum 7 Fair Overtopped. No No 1972 Red oak Quercus rubra 20 Fair Deadwood No No 1973 Sugar maple Acer saccharum 6 Fair Overtopped. No No 1974 Shagbark hickory Carya ovata 6 Fair Overtopped No No 1975 Shagbark hickory Carya ovata 5 Fair Overtopped No No 1976 Sugar maple Acer saccharum 10 Fair Overtopped. No No 1977 Red oak Quercus rubra 19 Fair Deadwood No No 1978 Red maple Acer rubrum 15 Fair Vines No No 1979 Red oak Quercus rubra 23 Fair Deadwood No No 1980 Red maple Acer rubrum 6 Fair Overtopped No No 1981 Red maple Acer rubrum 6 Fair Overtopped No No 1982 Shagbark hickory Carya ovata 11 Good Small deadwood No No 1983 Norway maple Acer platanoides 6 Fair Overtopped Yes No 1984 Norway maple Acer platanoides 8 Fair Overtopped Yes No 1985 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No 1986 Sugar maple Acer saccharum 13 Good Small deadwood No No 1987 Red maple Acer rubrum 20 Good Small deadwood No No 1988 Red maple Acer rubrum 10 Fair Overtopped No No 1989 Red maple Acer rubrum 7 Fair Overtopped No No 1990 Red maple Acer rubrum 5 Fair Overtopped No No 1991 Sugar maple Acer saccharum 5 Fair Overtopped. Vines No No 1992 Red oak Quercus rubra 7 Poor Dieback. Deadwood No No 1993 Sugar maple Acer saccharum 5 Fair Overtopped. No No 1994 Norway maple Acer platanoides 13 Fair Deadwood Yes No 1995 Sassafras Sassafras albidum 6 Fair Overtopped. Vines No No 1996 Sassafras Sassafras albidum 7 Fair Overtopped. Vines No No 1997 Red oak Quercus rubra 23 Good Deadwood No No 1998 Sassafras Sassafras albidum 5 Fair Overtopped. No No 1999 Sassafras Sassafras albidum 6 Fair Overtopped. No No 2000 Red maple Acer rubrum 31 Fair Codominant at 1 foot. Deadwood No No 4001 Sassafras Sassafras albidum 18 Fair Deadwood. Vines No No 4002 Black walnut Juglans nigra 14 Fair Vines. Trunk doglegs No No 4003 Sassafras Sassafras albidum 9 Poor Significant decay in trunk. Vines No Yes 4004 Sassafras Sassafras albidum 25 Fair Deadwood No No 4005 Sugar maple Acer saccharum 14 Fair Deadwood. Vines No No 4006 Sugar maple Acer saccharum 10 Fair Deadwood No No 4010 Sugar maple Acer saccharum 10 Fair Vines No No 4011 Sugar maple Acer saccharum 9 Fair Vines No No 4012 Red maple Acer rubrum 9 Poor Significant lean. Covered in vines No Yes 4013 Red maple Acer rubrum 9 Poor Covered in vines No Yes 4014 Sugar maple Acer saccharum 6 Fair Overtopped No No 4015 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4016 Sugar maple Acer saccharum 10 Fair Overtopped No No 4017 Norway maple Acer platanoides 10 Fair Vines Yes No 4018 Sugar maple Acer saccharum 13 Good None No No Page 137 4019 Sugar maple Acer saccharum 13 Fair Vines No No 4020 Red oak Quercus rubra 13 Fair Vines No No 4021 Sugar maple Acer saccharum 6 Fair Overtopped No No 4022 Sugar maple Acer saccharum 11 Fair Deadwood No No 4023 Sugar maple Acer saccharum 8 Poor Covered in vines No Yes 4024 Black cherry Prunus serotina 25 Poor Basal decay. Large deadwood No Yes 4025 Catalpa Catalpa speciosa 7 Poor Covered in vines No Yes 4026 Catalpa Catalpa speciosa 11 Poor Covered in vines No Yes 4027 Catalpa Catalpa speciosa 9 Poor Covered in vines No Yes 4028 Catalpa Catalpa speciosa 10 Poor Covered in vines No Yes 4029 Black cherry Prunus serotina 25 Poor Vines. Deadwood No No 4030 Black gum Nyssa sylvatica 11 Fair Vines. No No 4031 Sugar maple Acer saccharum 10 Fair Vines. Leans No No 4032 Red maple Acer rubrum 9 Fair Vines. Overtopped No No 4033 American elm Ulmus americana 8 Fair Overtopped No No 4034 Sweet cherry Prunus avium 6 Fair Overtopped No No 4035 Red maple Acer rubrum 21 Fair Vines. Deadwood No No 4036 Sugar maple Acer saccharum 6 Fair Overtopped No No 4037 Sugar maple Acer saccharum 5 Fair Overtopped No No 4038 Sugar maple Acer saccharum 10 Good Small deadwood No No 4039 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4040 Sugar maple Acer saccharum 4 Fair Vines. Overtopped No No 4041 Black cherry Prunus serotina 13 Fair Vines No No 4042 Red maple Acer rubrum 18 Fair Deadwood No No 4043 Red maple Acer rubrum 28 Fair Codominant at 3 feet No No 4044 Norway maple Acer platanoides 9 Good Overtopped Yes No 4045 Sugar maple Acer saccharum 5 Fair Overtopped No No 4046 Sugar maple Acer saccharum 9 Fair Vines No No 4047 Sugar maple Acer saccharum 6 Fair Vines. Overtopped No No 4048 Sugar maple Acer saccharum 5 Fair Vines No No 4049 Sugar maple Acer saccharum 4 Fair Vines No No 4050 Sugar maple Acer saccharum 9 Fair Vines No No 4051 Sugar maple Acer saccharum 7 Fair Vines No No 4052 Sugar maple Acer saccharum 13 Good Small deadwood No No 4053 American elm Ulmus americana 6 Fair Overtopped No No 4054 American elm Ulmus americana 4 Fair Overtopped No No 4055 Red maple Acer rubrum 23 Fair Deadwood No No 4056 Boxelder Acer negundo 6 Fair Leans No No 4057 Red maple Acer rubrum 13 Fair Vines No No 4058 Mulberry Morus spp. 5 Fair Overtopped No No 4059 Red maple Acer rubrum 40 Fair Codominant at 4 feet. Deadwood No No 4060 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4061 Black walnut Juglans nigra 18 Fair Vines. Deadwood No No 4062 Black cherry Prunus serotina 19 Poor Vines. Significant decay. Dieback No Yes 4063 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes 4064 Catalpa Catalpa speciosa 10 Poor Covered in vines No Yes Page 138 4065 Catalpa Catalpa speciosa 9 Poor Covered in vines No Yes 4066 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes 4067 Catalpa Catalpa speciosa 6 Poor Covered in vines No Yes 4068 Catalpa Catalpa speciosa 8 Poor Covered in vines No Yes 4069 Black cherry Prunus serotina 23 Poor Basal decay. Large deadwood No Yes 4070 Red maple Acer rubrum 9 Poor Column of decay. Vines No Yes 4071 Red oak Quercus rubra 38 Fair Large deadwood No No 4072 Red maple Acer rubrum 10 Fair Codominant at 3 feet No No 4073 Red maple Acer rubrum 26 Poor Codominant at 4 feet. Significant decay No Yes 4074 Red maple Acer rubrum 22 Fair Codominant at 3 feet. Deadwood No No 4075 American elm Ulmus americana 10 Fair Overtopped No No 4076 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4077 Red maple Acer rubrum 20 Fair Deadwood No No 4078 Sugar maple Acer saccharum 11 Poor Covered in vines. Leans No Yes 4079 Red maple Acer rubrum 17 Fair Deadwood No No 4080 Sugar maple Acer saccharum 12 Fair Deadwood No No 4081 Sugar maple Acer saccharum 6 Poor Covered in vines No Yes 4082 Red maple Acer rubrum 18 Fair Deadwood No No 4083 American elm Ulmus americana 8 Fair Overtopped No No 4084 Sugar maple Acer saccharum 7 Fair Overtopped No No 4085 Red maple Acer rubrum 21 Poor Codominant at 3 feet. One lead broken. Basal decay from prior lead failure No Yes 4086 Black cherry Prunus serotina 16 Poor Significant lean. Deadwood No Yes 4087 Sugar maple Acer saccharum 10 Fair Deadwood No No 4088 Sugar maple Acer saccharum 11 Fair Deadwood No No 4089 Sugar maple Acer saccharum 17 Fair Deadwood No No 4090 Red oak Quercus rubra 10 Fair Overtopped No No 4091 Sugar maple Acer saccharum 8 Fair Overtopped No No 4092 Sugar maple Acer saccharum 14 Fair Deadwood No No 4093 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4094 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4095 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4096 Norway maple Acer platanoides 11 Fair Deadwood Yes No 4097 Red oak Quercus rubra 23 Fair Deadwood No No 4098 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4099 Sugar maple Acer saccharum 11 Fair Overtopped No No 4100 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4101 Red maple Acer rubrum 8 Fair Overtopped No No 4102 Black oak Quercus velutina 19 Fair Deadwood No No 4103 Red maple Acer rubrum 27 Fair Codominant at 3 feet. Deadwood No No 4104 Red maple Acer rubrum 11 Poor Significant decay No Yes 4105 Red maple Acer rubrum 9 Fair Overtopped. Leans No No 4106 Red maple Acer rubrum 29 Fair Codominant at 6 feet. Deadwood No No 4107 Red maple Acer rubrum 9 Fair Overtopped No No 4108 Red oak Quercus rubra 6 Poor Overtopped. Deadwood No No 4109 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4110 Red maple Acer rubrum 13 Fair Deadwood No No Page 139 4111 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4112 Norway maple Acer platanoides 10 Good Overtopped Yes No 4113 Norway maple Acer platanoides 9 Good Overtopped Yes No 4114 Sugar maple Acer saccharum 19 Fair Deadwood No No 4115 Red maple Acer rubrum 15 Fair Deadwood No No 4116 Sugar maple Acer saccharum 13 Fair Deadwood No No 4117 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4118 Norway maple Acer platanoides 17 Fair Deadwood Yes No 4119 Norway maple Acer platanoides 15 Fair Deadwood Yes No 4120 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4121 Red oak Quercus rubra 26 Fair Large deadwood No No 4122 Red oak Quercus rubra 14 Fair Deadwood No No 4123 Red oak Quercus rubra 21 Fair Deadwood No No 4124 Red oak Quercus rubra 25 Fair Deadwood No No 4125 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4126 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4127 Norway maple Acer platanoides 11 Good Small deadwood Yes No 4128 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4129 Red oak Quercus rubra 34 Fair Large deadwood No No 4130 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4131 Sugar maple Acer saccharum 4 Fair Overtopped No No 4132 Sugar maple Acer saccharum 8 Fair Overtopped No No 4133 Red oak Quercus rubra 26 Fair Deadwood No No 4134 Red maple Acer rubrum 30 Poor Codominant at 3 feet. One lead failed from base with decay. Large deadwood No Yes 4135 Red maple Acer rubrum 13 Fair Decay No No 4136 Red oak Quercus rubra 27 Fair Deadwood No No 4137 Sugar maple Acer saccharum 4 Fair Overtopped No No 4138 Sugar maple Acer saccharum 13 Fair Codominant at 3 feet. Deadwood No No 4139 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4140 Sugar maple Acer saccharum 29 Fair Codominant at 3 feet. Deadwood No No 4141 Sugar maple Acer saccharum 4 Fair Overtopped No No 4142 American elm Ulmus americana 4 Fair Overtopped No No 4143 Sugar maple Acer saccharum 5 Fair Overtopped No No 4144 Sugar maple Acer saccharum 23 Fair Codominant at 5 feet. Deadwood No No 4145 Black cherry Prunus serotina 14 Fair Deadwood No No 4146 Sugar maple Acer saccharum 7 Fair Overtopped No No 4147 Red oak Quercus rubra 24 Fair Deadwood No No 4148 American elm Ulmus americana 6 Fair Overtopped No No 4149 Black cherry Prunus serotina 17 Fair Deadwood No No 4150 Red maple Acer rubrum 37 Fair Codominant at 2 feet. Deadwood No No 4151 Sugar maple Acer saccharum 9 Fair Deadwood No No 4152 Norway maple Acer platanoides 9 Fair Vines Yes No 4153 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4154 Black cherry Prunus serotina 10 Fair Overtopped. No No 4155 Black cherry Prunus serotina 7 Fair Overtopped. Vines No No 4156 Black cherry Prunus serotina 4 Poor Overtopped. Decay in trunk No Yes Page 140 4157 Norway maple Acer platanoides 13 Fair Deadwood Yes No 4158 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4159 American elm Ulmus americana 5 Poor Covered in vines No Yes 4160 Black cherry Prunus serotina 8 Poor Covered in vines No Yes 4161 Sugar maple Acer saccharum 4 Poor Vines. Overtopped No No 4162 Catalpa Catalpa speciosa 24 Fair Vines. Deadwood No No 4163 Sugar maple Acer saccharum 7 Fair Overtopped No No 4164 Pin oak Quercus palustris 20 Poor Covered in vines No Yes 4165 Black cherry Prunus serotina 15 Fair Deadwood No No 4166 Sugar maple Acer saccharum 6 Fair Overtopped No No 4167 Red maple Acer rubrum 22 Poor Decay in lower trunk No Yes 4168 Sugar maple Acer saccharum 6 Fair Overtopped No No 4169 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4170 Red maple Acer rubrum 13 Fair Deadwood No No 4171 Black cherry Prunus serotina 25 Fair Large deadwood No No 4172 Sugar maple Acer saccharum 23 Fair Vines. Deadwood No No 4174 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4175 Red maple Acer rubrum 16 Poor Codominant at 2 feet. One lead dead No Yes 4176 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4177 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4178 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4179 Sugar maple Acer saccharum 5 Fair Overtopped No No 4180 Red oak Quercus rubra 20 Fair Deadwood. No No 4181 Norway maple Acer platanoides 29 Fair Deadwood Yes No 4182 Sugar maple Acer saccharum 6 Fair Overtopped No No 4183 Sugar maple Acer saccharum 13 Fair Deadwood No No 4184 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4185 Sugar maple Acer saccharum 6 Fair Overtopped No No 4186 Norway maple Acer platanoides 21 Fair Deadwood Yes No 4187 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4188 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4189 Norway maple Acer platanoides 5 Fair Deadwood Yes No 4190 Norway maple Acer platanoides 17 Fair Deadwood Yes No 4191 Sugar maple Acer saccharum 12 Fair Deadwood No No 4192 Norway maple Acer platanoides 24 Good None Yes No 4193 Norway maple Acer platanoides 11 Fair Overtopped Yes No 4194 Sugar maple Acer saccharum 11 Fair Deadwood No No 4195 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4196 Red oak Quercus rubra 37 Fair Deadwood. Codominant at 7 feet No No 4197 Sugar maple Acer saccharum 4 Fair Overtopped No No 4198 Mulberry Morus spp. 7 Fair Vines. Bends No No 4199 Ailanthus Ailanthus altissima 5 Poor Sprout from fallen tree Yes Yes 4200 Mulberry Morus spp. 4 Fair Overtopped No No 4201 Red maple Acer rubrum 16 Fair Deadwood No No 4202 Black oak Quercus velutina 29 Fair Vines throughout No No 4203 Black cherry Prunus serotina 4 Poor Overtopped. Leans No No Page 141 4204 Red maple Acer rubrum 30 Fair Codominant at 3 feet. Vines No No 4205 Black cherry Prunus serotina 38 Fair Codominant at base. Deadwood No No 4206 Sugar maple Acer saccharum 11 Fair Overtopped No No 4207 Norway maple Acer platanoides 8 Fair Deadwood Yes No 4208 Sugar maple Acer saccharum 16 Fair Overtopped No No 4209 Sugar maple Acer saccharum 9 Fair Overtopped No No 4210 Sugar maple Acer saccharum 14 Fair Deadwood No No 4211 Norway maple Acer platanoides 12 Fair Overtopped Yes No 4212 Norway maple Acer platanoides 21 Good Deadwood Yes No 4213 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4214 Norway maple Acer platanoides 13 Fair Deadwood Yes No 4215 Sugar maple Acer saccharum 12 Fair Deadwood No No 4216 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4217 Sugar maple Acer saccharum 29 Poor Large deadwood. Dieback No Yes 4218 American elm Ulmus americana 8 Fair Small deadwood No No 4219 Black cherry Prunus serotina 9 Poor Vines. Dieback No No 4220 Black cherry Prunus serotina 14 Poor Vines. Dieback No No 4221 Norway maple Acer platanoides 44 Fair Tri lead. Deadwood Yes No 4222 Sugar maple Acer saccharum 14 Fair Deadwood No No 4223 Sugar maple Acer saccharum 13 Fair Overtopped No No 4224 Sugar maple Acer saccharum 15 Fair Overtopped No No 4225 Sugar maple Acer saccharum 12 Fair Overtopped No No 4226 Sugar maple Acer saccharum 17 Fair Deadwood No No 4227 Sweet cherry Prunus avium 13 Fair Leans No No 4228 Norway maple Acer platanoides 17 Fair Deadwood Yes No 4229 Sugar maple Acer saccharum 23 Fair Deadwood No No 4230 Norway maple Acer platanoides 25 Fair Deadwood Yes No 4231 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4232 Norway maple Acer platanoides 21 Good Deadwood Yes No 4233 Norway maple Acer platanoides 18 Fair Deadwood Yes No 4234 Norway maple Acer platanoides 20 Fair Deadwood Yes No 4235 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4236 Sugar maple Acer saccharum 11 Fair Overtopped No No 4237 Sugar maple Acer saccharum 7 Fair Overtopped No No 4238 Black cherry Prunus serotina 14 Poor One lead dead No Yes 4239 Sugar maple Acer saccharum 23 Good Deadwood No No 4240 Norway maple Acer platanoides 6 Good None Yes No 4241 Sugar maple Acer saccharum 14 Poor Codominant at 2 feet with crack in union No Yes 4242 Black cherry Prunus serotina 13 Fair Deadwood No No 4243 Sugar maple Acer saccharum 4 Fair Overtopped No No 4244 Sugar maple Acer saccharum 4 Fair Overtopped No No 4245 Sugar maple Acer saccharum 5 Fair Overtopped No No 4246 Sugar maple Acer saccharum 12 Fair None No No 4247 Sugar maple Acer saccharum 13 Good None No No 4248 Sugar maple Acer saccharum 7 Fair Overtopped No No 4249 Red maple Acer rubrum 20 Poor Broken top. Little canopy remains No Yes Page 142 4250 Sugar maple Acer saccharum 8 Fair Overtopped No No 4251 Sugar maple Acer saccharum 6 Fair Overtopped No No 4252 Sugar maple Acer saccharum 17 Fair Deadwood No No 4253 Sugar maple Acer saccharum 11 Fair None No No 4254 Red maple Acer rubrum 32 Fair Deadwood No No 4255 Black cherry Prunus serotina 17 Poor Leans. Deadwood. Dieback No Yes 4256 Mulberry Morus spp. 9 Poor Covered in vines No Yes 4257 Black cherry Prunus serotina 10 Poor Covered in vines No Yes 4258 Black cherry Prunus serotina 8 Poor Covered in vines No Yes 4259 Red maple Acer rubrum 28 Poor Codominant near base. One lead dead. No Yes 4260 Red oak Quercus rubra 10 Fair Overtopped No No 4261 Norway maple Acer platanoides 27 Fair Deadwood Yes No 4262 Black cherry Prunus serotina 15 Poor Leans. Large deadwood No Yes 4263 Sugar maple Acer saccharum 19 Fair Deadwood No No 4264 Sugar maple Acer saccharum 4 Fair Overtopped No No 4265 Norway maple Acer platanoides 11 Fair Deadwood Yes No 4266 Norway maple Acer platanoides 20 Good Deadwood Yes No 4267 Red maple Acer rubrum 23 Fair Deadwood No No 4268 Sugar maple Acer saccharum 13 Good None No No 4269 Red maple Acer rubrum 15 Fair Deadwood No No 4270 Sugar maple Acer saccharum 4 Fair Overtopped No No 4271 Sugar maple Acer saccharum 4 Fair Overtopped No No 4272 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4273 Sugar maple Acer saccharum 6 Fair Overtopped No No 4274 Red maple Acer rubrum 11 Fair Small deadwood No No 4275 Sugar maple Acer saccharum 8 Fair None No No 4276 Red maple Acer rubrum 26 Fair Deadwood No No 4277 Red maple Acer rubrum 24 Fair Deadwood No No 4278 Red maple Acer rubrum 28 Fair Deadwood No No 4279 Red maple Acer rubrum 35 Fair Codominant at 5 feet. Vines No No 4280 Red maple Acer rubrum 13 Poor Basal cavity. Vines No Yes 4281 Red maple Acer rubrum 9 Poor Basal cavity No Yes 4282 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4283 Black cherry Prunus serotina 12 Fair Deadwood No No 4284 Sugar maple Acer saccharum 9 Fair None No No 4285 Red maple Acer rubrum 19 Good Small deadwood No No 4286 Black cherry Prunus serotina 12 Poor Cavity with decay. Dieback No Yes 4287 Red maple Acer rubrum 14 Fair Deadwood No No 4288 Sugar maple Acer saccharum 4 Fair Overtoppee No No 4289 Sugar maple Acer saccharum 7 Fair Deadwood No No 4290 Black cherry Prunus serotina 15 Fair Deadwood No No 4291 Sugar maple Acer saccharum 12 Fair Deadwood No No 4292 Norway maple Acer platanoides 6 Fair Deadwood Yes No 4293 Red maple Acer rubrum 12 Fair Deadwood No No 4294 Sugar maple Acer saccharum 9 Good None No No 4295 Norway maple Acer platanoides 5 Good None Yes No Page 143 4296 Red maple Acer rubrum 13 Fair Deadwood No No 4297 Red maple Acer rubrum 14 Fair Deadwood No No 4298 Sugar maple Acer saccharum 4 Fair Overtopped No No 4299 Sugar maple Acer saccharum 14 Good None No No 4300 Sugar maple Acer saccharum 13 Good None No No 4301 Black cherry Prunus serotina 8 Poor Vines. Leans No No 4302 Red maple Acer rubrum 13 Fair Deadwood No No 4303 Sugar maple Acer saccharum 4 Fair Overtopped No No 4304 Sycamore maple Acer pseudoplatanus 14 Fair Deadwood Yes No 4305 Sycamore maple Acer pseudoplatanus 15 Fair Deadwood Yes No 4306 Sugar maple Acer saccharum 13 Fair Deadwood No No 4307 Sugar maple Acer saccharum 14 Good Small deadwood No No 4308 Sugar maple Acer saccharum 8 Fair Overtopped No No 4309 Sugar maple Acer saccharum 7 Fair Overtopped No No 4310 Sycamore maple Acer pseudoplatanus 12 Fair Deadwood Yes No 4311 Norway maple Acer platanoides 13 Good Small deadwood Yes No 4312 Norway maple Acer platanoides 14 Good Small deadwood Yes No 4313 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4314 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4315 Sugar maple Acer saccharum 14 Good Small deadwood No No 4316 Sugar maple Acer saccharum 9 Fair Overtopped No No 4317 Norway maple Acer platanoides 14 Fair Deadwood Yes No 4318 Norway maple Acer platanoides 16 Fair Deadwood Yes No 4319 American elm Ulmus americana 8 Fair None No No 4320 Red maple Acer rubrum 9 Fair None No No 4321 American elm Ulmus americana 6 Good None No No 4322 American elm Ulmus americana 12 Good None No No 4323 Crabapple Malus spp. 10 Fair Twin lead No No 4324 Crabapple Malus spp. 11 Fair Vines No No 4325 American elm Ulmus americana 7 Fair Vines No No 4326 American elm Ulmus americana 5 Fair Vines No No 4327 Crabapple Malus spp. 8 Good None No No 4328 Sugar maple Acer saccharum 18 Fair Deadwood No No 4329 Sugar maple Acer saccharum 6 Fair Overtopped No No 4330 Sugar maple Acer saccharum 8 Fair Overtopped No No 4331 Sugar maple Acer saccharum 17 Fair Decay No No 4332 Sugar maple Acer saccharum 12 Fair Overtopped No No 4333 American elm Ulmus americana 12 Fair Vines No No 4334 American elm Ulmus americana 12 Fair Vines. Deadwood No No 4335 Red maple Acer rubrum 4 Fair Vines No No 4336 American elm Ulmus americana 5 Fair Vines No No 4337 American elm Ulmus americana 5 Fair Vines No No 4338 American elm Ulmus americana 4 Poor Covered in vines No Yes 4339 Red maple Acer rubrum 4 Fair Vines No No 4340 American elm Ulmus americana 7 Fair Vines No No 4341 Tulip poplar Liriodendron tulipifera 13 Fair Vines No No Page 144 4342 American elm Ulmus americana 4 Fair Vines No No 4343 American elm Ulmus americana 5 Poor Covered in vines No Yes 4344 Butternut Juglans cinerea 9 Poor Significant lean. Dieback No Yes 4345 Norway maple Acer platanoides 32 Fair Codominant at 5 feet. Deadwood Yes No 4346 Sugar maple Acer saccharum 9 Fair Overtopped No No 4347 Sugar maple Acer saccharum 11 Fair Deadwood No No 4348 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4349 Sugar maple Acer saccharum 16 Fair Deadwood No No 4350 Butternut Juglans cinerea 19 Fair Leans. Deadwood No No 4351 Norway maple Acer platanoides 17 Good None Yes No 4352 Sugar maple Acer saccharum 5 Fair Overtopped No No 4353 Red maple Acer rubrum 12 Fair Deadwood No No 4354 Sugar maple Acer saccharum 8 Fair Self correcting lean No No 4355 Black cherry Prunus serotina 14 Fair Leans. Deadwood No No 4356 Sugar maple Acer saccharum 13 Fair Decay No No 4357 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4358 Black walnut Juglans nigra 13 Fair Vines No No 4359 Sugar maple Acer saccharum 7 Poor Central lead is dead No Yes 4360 Norway maple Acer platanoides 18 Fair Deadwood Yes No 4361 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4362 Norway maple Acer platanoides 21 Fair Deadwood. Vines Yes No 4363 Norway maple Acer platanoides 18 Good Small deadwood Yes No 4364 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4365 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 4366 Norway maple Acer platanoides 13 Fair Overtopped. Yes No 4367 Norway maple Acer platanoides 14 Fair Overtopped. Deadwood Yes No 4368 Norway maple Acer platanoides 19 Fair Deadwood. Leans Yes No 4369 Norway maple Acer platanoides 13 Fair Deadwood Yes No 4370 Norway maple Acer platanoides 10 Fair Deadwood Yes No 4371 Norway maple Acer platanoides 23 Fair Deadwood Yes No 4372 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4373 Norway maple Acer platanoides 12 Fair Deadwood Yes No 4374 Norway maple Acer platanoides 25 Fair Deadwood Yes No 4375 Sugar maple Acer saccharum 19 Fair Slight lean. Deadwood No No 4376 Norway maple Acer platanoides 18 Good Deadwood Yes No 4377 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4378 Black walnut Juglans nigra 19 Fair Deadwood No No 4379 Sycamore maple Acer pseudoplatanus 21 Poor Leans. Vines. Deadwood Yes No 4380 Sugar maple Acer saccharum 10 Fair Small deadwood No No 4381 Sycamore maple Acer pseudoplatanus 11 Fair Overtopped Yes No 4382 Sycamore maple Acer pseudoplatanus 9 Fair Overtopped. Slight lean Yes No 4383 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4384 Norway maple Acer platanoides 14 Good Small deadwood Yes No 4385 Sugar maple Acer saccharum 4 Fair Overtopped No No 4386 Sycamore maple Acer pseudoplatanus 10 Fair Overtopped Yes No 4387 Sugar maple Acer saccharum 9 Poor Covered in vines No Yes Page 145 4388 Sugar maple Acer saccharum 20 Fair Deadwood No No 4389 Black cherry Prunus serotina 33 Dead Standing dead tree No Yes 4390 Sugar maple Acer saccharum 40 Fair Vines. Large deadwood No No 4391 Sugar maple Acer saccharum 4 Fair Overtopped No No 4392 Sugar maple Acer saccharum 10 Fair Overtopped No No 4393 Tulip poplar Liriodendron tulipifera 34 Fair Large deadwood No No 4394 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4395 Sycamore maple Acer pseudoplatanus 7 Fair Overtopped Yes No 4396 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4397 Norway maple Acer platanoides 21 Fair Deadwood Yes No 4398 Norway maple Acer platanoides 11 Fair Overtopped Yes No 4399 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4400 Sugar maple Acer saccharum 37 Poor Basal decay. Deadwood No Yes 4401 Norway maple Acer platanoides 37 Fair Deadwood Yes No 4402 Red maple Acer rubrum 48 Dead Standing dead tree with decay No Yes 4403 Norway spruce Picea abies 16 Fair Deadwood No No 4404 Norway maple Acer platanoides 17 Good Small deadwood Yes No 4405 Sycamore maple Acer pseudoplatanus 6 Fair Overtopped Yes No 4406 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4407 Sugar maple Acer saccharum 9 Good Small deadwood No No 4408 Black cherry Prunus serotina 16 Fair Deadwood No No 4409 Sugar maple Acer saccharum 6 Fair Overtopped No No 4410 Norway maple Acer platanoides 11 Good Small deadwood Yes No 4411 Sugar maple Acer saccharum 24 Fair Large deadwood No No 4412 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4413 Sugar maple Acer saccharum 26 Poor Central lead is dead No Yes 4414 Norway maple Acer platanoides 25 Fair Deadwood Yes No 4415 Black locust Robinia pseudoacacia 31 Poor Codominant lead failed from base. Yes Yes 4416 Norway maple Acer platanoides 10 Good None Yes No 4417 Sugar maple Acer saccharum 15 Fair Deadwood No No 4418 Sycamore maple Acer pseudoplatanus 29 Poor Broken top. Two cavities with significant decay Yes Yes 4419 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4420 Sugar maple Acer saccharum 12 Good Small deadwood No No 4421 Sugar maple Acer saccharum 5 Fair Overtopped No No 4422 Sugar maple Acer saccharum 4 Fair Overtopped No No 4423 Norway maple Acer platanoides 11 Good Small deadwood Yes No 4424 Norway maple Acer platanoides 9 Good None Yes No 4425 American elm Ulmus americana 17 Fair Calloused wound along trunk No No 4426 Norway maple Acer platanoides 15 Fair Calloused wound along lower trunk Yes No 4427 Sugar maple Acer saccharum 9 Poor Broken top. Little foliage remains No Yes 4428 Sugar maple Acer saccharum 6 Fair Overtopped No No 4429 Sugar maple Acer saccharum 21 Good Deadwood No No 4430 Norway maple Acer platanoides 8 Fair Deadwood Yes No 4431 Norway maple Acer platanoides 9 Fair Deadwood Yes No 4432 Norway maple Acer platanoides 5 Fair Deadwood Yes No 4433 Norway maple Acer platanoides 8 Fair Deadwood Yes No Page 146 4434 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4435 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4436 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4437 Black cherry Prunus serotina 25 Poor Large deadwood. Decay No Yes 4438 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4439 Sugar maple Acer saccharum 41 Poor Codominant at 12 feet with included bark and decay in union No Yes 4440 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4441 Norway maple Acer platanoides 14 Good None Yes No 4442 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4443 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4444 Red maple Acer rubrum 13 Fair Deadwood No No 4445 Black locust Robinia pseudoacacia 13 Fair Deadwood Yes No 4446 Black locust Robinia pseudoacacia 22 Fair Deadwood Yes No 4447 Sugar maple Acer saccharum 11 Fair Small deadwood No No 4448 Black locust Robinia pseudoacacia 19 Fair Deadwood Yes No 4449 American elm Ulmus americana 18 Fair Deadwood No No 4450 Sugar maple Acer saccharum 8 Good Small deadwood No No 4451 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4452 Norway maple Acer platanoides 22 Fair Codominant at 5 feet Yes No 4453 Sugar maple Acer saccharum 5 Fair Overtopped No No 4454 Sugar maple Acer saccharum 12 Fair Deadwood No No 4455 Black cherry Prunus serotina 16 Fair Leans. Deadwood No No 4456 Sugar maple Acer saccharum 14 Fair Deadwood No No 4457 Norway maple Acer platanoides 10 Good None Yes No 4458 Norway maple Acer platanoides 8 Good None Yes No 4459 Norway maple Acer platanoides 7 Fair None Yes No 4460 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No 4461 Norway maple Acer platanoides 11 Good None Yes No 4462 Red maple Acer rubrum 18 Fair Self correcting lean No No 4463 Sycamore maple Acer pseudoplatanus 17 Fair Deadwood Yes No 4464 Black locust Robinia pseudoacacia 13 Fair Leans Yes No 4465 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4466 Sugar maple Acer saccharum 43 Fair Large deadwood No No 4467 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4468 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 4469 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 4470 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4471 Black cherry Prunus serotina 12 Fair Deadwood. Leans No No 4472 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4473 Norway maple Acer platanoides 7 Fair Overtopped. Yes No 4474 Black cherry Prunus serotina 10 Poor Significant dieback No Yes 4475 Norway maple Acer platanoides 6 Fair Overtopped. Yes No 4476 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 4477 Norway maple Acer platanoides 6 Fair Overtopped. Yes No 4478 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4479 Norway maple Acer platanoides 10 Fair Overtopped. Yes No Page 147 4480 Black cherry Prunus serotina 13 Dead Standing dead tree No Yes 4481 Norway maple Acer platanoides 4 Fair Overtopped. Yes No 4482 Norway maple Acer platanoides 26 Fair Deadwood Yes No 4483 Black locust Robinia pseudoacacia 24 Fair Large deadwood Yes No 4484 Norway maple Acer platanoides 4 Poor Overtopped. Dieback Yes No 4485 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No 4486 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4487 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4488 Norway maple Acer platanoides 14 Good Small deadwood Yes No 4489 Red maple Acer rubrum 17 Fair Deadwood No No 4490 Black locust Robinia pseudoacacia 19 Poor Decay. Large deadwood Yes Yes 4491 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4492 Norway maple Acer platanoides 11 Good Small deadwood Yes No 4493 Black locust Robinia pseudoacacia 14 Poor Decay. Large deadwood Yes Yes 4494 Sugar maple Acer saccharum 10 Fair Deadwood No No 4495 Sugar maple Acer saccharum 9 Fair Overtopped No No 4496 Black locust Robinia pseudoacacia 18 Poor Large deadwood. Dieback Yes No 4497 Sugar maple Acer saccharum 9 Fair Overtopped No No 4498 Black cherry Prunus serotina 11 Fair Deadwood No No 4499 Sugar maple Acer saccharum 8 Fair Overtopped No No 4500 Sugar maple Acer saccharum 6 Fair Overtopped No No 4501 Norway maple Acer platanoides 18 Fair Deadwood Yes No 4502 Red maple Acer rubrum 16 Fair Deadwood No No 4503 Black locust Robinia pseudoacacia 17 Poor Decay. Dieback Yes Yes 4504 Sugar maple Acer saccharum 18 Fair Deadwood No No 4505 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4506 Black locust Robinia pseudoacacia 14 Poor Decay. Dieback Yes Yes 4507 Sugar maple Acer saccharum 18 Good Small deadwood No No 4508 Sugar maple Acer saccharum 5 Fair Overtopped No No 4509 Red maple Acer rubrum 18 Dead Standing dead tree No Yes 4510 Red maple Acer rubrum 23 Poor Broken limbs. Basal decay No Yes 4511 Norway maple Acer platanoides 6 Fair None Yes No 4512 Norway maple Acer platanoides 6 Fair None Yes No 4513 Sugar maple Acer saccharum 4 Fair Overtopped No No 4514 Sugar maple Acer saccharum 19 Poor Column of decay along trunk No Yes 4515 Norway maple Acer platanoides 7 Good None Yes No 4516 Norway maple Acer platanoides 9 Good None Yes No 4517 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4518 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4519 Sugar maple Acer saccharum 5 Fair Overtopped No No 4520 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4521 Red maple Acer rubrum 16 Fair Deadwood No No 4522 Red maple Acer rubrum 11 Fair Deadwood No No 4523 Norway maple Acer platanoides 9 Good None Yes No 4524 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4525 Black locust Robinia pseudoacacia 18 Fair Large deadwood Yes No Page 148 4526 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4527 Red maple Acer rubrum 19 Poor Significant basal decay No Yes 4528 Norway maple Acer platanoides 8 Fair Overtopped Yes No 4529 Sugar maple Acer saccharum 17 Dead Standing dead tree No Yes 4530 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4531 Norway maple Acer platanoides 13 Good Small deadwood Yes No 4532 Sugar maple Acer saccharum 5 Fair None No No 4533 Norway maple Acer platanoides 8 Fair Overtopped. Yes No 4534 Sycamore maple Acer pseudoplatanus 4 Fair Overtopped. Yes No 4535 Black locust Robinia pseudoacacia 24 Poor Decay. Large deadwood Yes Yes 4536 Black locust Robinia pseudoacacia 27 Poor Decay. Large deadwood Yes Yes 4537 Norway maple Acer platanoides 6 Fair Overtopped. Yes No 4538 Red maple Acer rubrum 27 Fair Deadwood No No 4539 Sycamore maple Acer pseudoplatanus 4 Poor Overtopped. Dead top Yes Yes 4540 Sugar maple Acer saccharum 5 Fair None No No 4541 Sugar maple Acer saccharum 5 Fair None No No 4542 Sugar maple Acer saccharum 11 Fair None No No 4543 Sugar maple Acer saccharum 7 Good None No No 4544 Sugar maple Acer saccharum 8 Fair Overtopped No No 4545 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4546 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4547 Sugar maple Acer saccharum 24 Fair Deadwood No No 4548 Sugar maple Acer saccharum 39 Fair Deadwood No No 4549 Sugar maple Acer saccharum 10 Fair Overtopped No No 4550 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4551 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4552 Norway maple Acer platanoides 9 Fair Overtopped Yes No 4553 Sugar maple Acer saccharum 4 Fair Overtopped No No 4554 Sugar maple Acer saccharum 10 Fair Small deadwood No No 4555 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4556 Sugar maple Acer saccharum 10 Fair Overtopped No No 4557 Sugar maple Acer saccharum 19 Fair Deadwood No No 4558 Sugar maple Acer saccharum 11 Fair Overtopped No No 4559 Norway maple Acer platanoides 6 Fair Overtopped Yes No 4560 Norway maple Acer platanoides 5 Fair Overtopped Yes No 4561 Norway maple Acer platanoides 4 Fair Overtopped Yes No 4562 Sugar maple Acer saccharum 23 Fair Deadwood No No 4563 Sugar maple Acer saccharum 21 Fair Deadwood No No 4564 Sugar maple Acer saccharum 19 Good Deadwood No No 4565 Sugar maple Acer saccharum 8 Fair Overtopped No No 4566 Sugar maple Acer saccharum 8 Fair Overtopped No No 4567 Norway maple Acer platanoides 8 Good None Yes No 4568 Norway maple Acer platanoides 7 Fair Overtopped Yes No 4569 Red maple Acer rubrum 21 Poor Column of decay. Broken limbs No Yes 4570 Sugar maple Acer saccharum 7 Fair Overtopped No No 4571 Sugar maple Acer saccharum 12 Fair Deadwood No No Page 149 4572 Sugar maple Acer saccharum 9 Fair Small deadwood No No 4573 Sugar maple Acer saccharum 10 Fair Small deadwood No No 4574 Black locust Robinia pseudoacacia 20 Dead Standing dead tree Yes Yes 4575 Sugar maple Acer saccharum 18 Fair Deadwood No No 4576 Sugar maple Acer saccharum 18 Fair Leans. Deadwood No No 4577 Sugar maple Acer saccharum 38 Fair Large deadwood No No 4578 Sugar maple Acer saccharum 22 Fair Vines. Deadwood No No 4579 American elm Ulmus americana 13 Poor Covered in vines No Yes 4580 American elm Ulmus americana 9 Good None No No 4581 American elm Ulmus americana 7 Fair None No No 4582 Sugar maple Acer saccharum 5 Fair Overtopped No No 4583 Ailanthus Ailanthus altissima 14 Fair Vines. Deadwood Yes No 4584 Norway maple Acer platanoides 5 Fair Overtopped. Yes No 4585 American elm Ulmus americana 6 Fair Overtopped No No 4586 Black walnut Juglans nigra 13 Fair Vines. Deadwood No No 4587 Butternut Juglans cinerea 9 Fair Vines. Overtopped No No 4588 Black locust Robinia pseudoacacia 6 Poor Almost dead Yes Yes 4589 Norway maple Acer platanoides 9 Fair Small deadwood Yes No 4590 Black locust Robinia pseudoacacia 10 Poor Leans. Vines Yes No 4591 Mulberry Morus spp. 7 Fair Overtopped. Vines No No 4592 Sugar maple Acer saccharum 5 Fair Overtopped. No No 4593 Red maple Acer rubrum 9 Fair Deadwood No No 4594 Black locust Robinia pseudoacacia 19 Poor Vines. Large deadwood. Prior failures Yes Yes 4595 Red maple Acer rubrum 17 Fair Decay No No 4596 Red maple Acer rubrum 16 Fair Twin lead No No 4597 Black locust Robinia pseudoacacia 8 Poor Vines. Leans. Dieback Yes Yes 4598 Red maple Acer rubrum 6 Fair Overtopped No No 4599 Black locust Robinia pseudoacacia 9 Poor Covered in vines Yes Yes 4600 Mulberry Morus spp. 11 Fair Leans. Vines No No 4601 Black walnut Juglans nigra 9 Good Small deadwood No No 4602 Black walnut Juglans nigra 5 Fair Overtopped. Unbalanced No No 4603 Red maple Acer rubrum 5 Fair Overtopped. No No 4604 American elm Ulmus americana 21 Fair Deadwood No No 4605 Black walnut Juglans nigra 10 Fair Overtopped No No 4606 Black walnut Juglans nigra 7 Fair Overtopped No No 4607 White willow Salix alba 39 Poor Significant decay and dieback No Yes 4608 Sugar maple Acer saccharum 13 Fair Deadwood No No 4609 American holly Ilex opaca 10 Fair Vines No No 4610 Norway spruce Picea abies 43 Poor Column of decay along trunk. Broken top. Vines No Yes 4611 Black walnut Juglans nigra 41 Fair Deadwood. Vines No No 4612 Norway spruce Picea abies 30 Fair Deadwood No No 4613 Japanese maple Acer palmatum 17 Fair Codominant at 2 feet. Decay in one lead No No 4614 Japanese maple Acer palmatum 15 Good Small deadwood No No 4615 Norway spruce Picea abies 23 Good Deadwood No No 4616 Sugar maple Acer saccharum 21 Fair Deadwood No No 4617 Sugar maple Acer saccharum 22 Fair Deadwood No No Page 150 4618 Mulberry Morus spp. 15 Poor Covered in vines No Yes 4619 Norway maple Acer platanoides 17 Fair Deadwood Yes No 4620 Ailanthus Ailanthus altissima 5 Fair Vines. Yes No 4621 Ailanthus Ailanthus altissima 5 Fair Vines. Yes No 4622 Ailanthus Ailanthus altissima 6 Fair Vines. Yes No 4623 Japanese maple Acer palmatum 13 Fair Deadwood No No 4624 Japanese maple Acer palmatum 10 Fair Deadwood No No 4625 Japanese maple Acer palmatum 18 Fair Deadwood No No 4626 Black cherry Prunus serotina 8 Fair Overtopped No No 4627 Ailanthus Ailanthus altissima 7 Fair Vines. Overtopped Yes No 4628 Ailanthus Ailanthus altissima 15 Fair Vines. Yes No 4629 Norway spruce Picea abies 44 Fair Large deadwood. Vines No No 4630 Ailanthus Ailanthus altissima 5 Fair Vines. Overtopped Yes No 4631 Ailanthus Ailanthus altissima 4 Fair Vines. Overtopped Yes No 4632 Ailanthus Ailanthus altissima 5 Fair Vines. Overtopped Yes No 4633 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No 4634 Ailanthus Ailanthus altissima 13 Fair Codominant near base Yes No 4635 Ailanthus Ailanthus altissima 16 Fair Vines. Tri lead Yes No 4636 Norway maple Acer platanoides 16 Fair Codominant. Deadwood Yes No 4637 Japanese maple Acer palmatum 6 Fair Overtopped No No 4638 Japanese maple Acer palmatum 6 Good Overtopped No No 4639 Sugar maple Acer saccharum 38 Poor Dieback. Large deadwood. Basal decay No Yes 4640 Black cherry Prunus serotina 7 Good None No No 4641 Red oak Quercus rubra 26 Fair Deadwood No No 4642 Black walnut Juglans nigra 48 Fair Deadwood No No 4643 Ailanthus Ailanthus altissima 6 Fair Leans. Vines Yes No 4644 Mulberry Morus spp. 15 Fair Deadwood No No 4645 Black walnut Juglans nigra 19 Fair Deadwood. Vines No No 4646 Mulberry Morus spp. 5 Fair Vines No No 4647 Mulberry Morus spp. 5 Fair Vines No No 4648 Norway spruce Picea abies 27 Fair Deadwood No No 4649 Norway spruce Picea abies 22 Fair Deadwood No No 4650 Japanese maple Acer palmatum 7 Fair Overtopped No No 4651 Japanese maple Acer palmatum 4 Fair Overtopped No No 4652 Ailanthus Ailanthus altissima 9 Fair Overtopped Yes No 4653 Japanese maple Acer palmatum 4 Fair Overtopped No No 4654 Japanese maple Acer palmatum 5 Fair Overtopped No No 4655 Japanese maple Acer palmatum 14 Good None No No 4656 Sugar maple Acer saccharum 7 Fair Overtopped No No 9000 American elm Ulmus americana 6 Fair None No No 9001 American elm Ulmus americana 12 Fair None No No 9002 American elm Ulmus americana 7 Good None No No 9003 American elm Ulmus americana 5 Fair None No No 9004 American elm Ulmus americana 5 Fair None No No 9005 American elm Ulmus americana 6 Fair None No No 9006 American elm Ulmus americana 4 Fair None No No Page 151 9007 American elm Ulmus americana 5 Fair None No No 9008 American elm Ulmus americana 7 Fair None No No 9009 American elm Ulmus americana 4 Fair None No No 9010 American elm Ulmus americana 5 Fair None No No 9011 American elm Ulmus americana 7 Fair None No No 9012 Red maple Acer rubrum 6 Good None No No 9013 American elm Ulmus americana 7 Fair Overtopped No No 9014 Red maple Acer rubrum 4 Fair Overtopped No No 9015 Red maple Acer rubrum 4 Fair Overtopped No No 9016 Red maple Acer rubrum 15 Fair Codominant near base No No 9017 Red maple Acer rubrum 5 Good Small deadwood No No 9018 Red maple Acer rubrum 10 Good Small deadwood No No 9019 Red maple Acer rubrum 7 Fair Leans No No 9020 Red maple Acer rubrum 10 Dead Significant dieback No Yes 9021 American elm Ulmus americana 4 Fair None No No 9022 Red maple Acer rubrum 27 Fair Tri lead No No 9023 Red maple Acer rubrum 12 Good None No No 9024 Red maple Acer rubrum 20 Fair Tri lead No No 9025 Red maple Acer rubrum 10 Fair Deadwood No No 9026 Red maple Acer rubrum 12 Fair Tri lead No No Page 152 ' 4.94 26.0' 23.9' 10.07' 30.0' 0 ' 30.0' 30. 30.0' 30.0' 166.3' 163.0' 0' 30. 10.0' 30.0' 30.0' 1 1.92' 3.6' 7.92' Page 153 Page 154 Page 155 Page 156 Page 157 May 20, 2026 Hon. Steven Kessler Chairman of the Town of Cortlandt Planning Board and Members of the Planning Board 1 Heady Street Cortlandt Manor, New York 10567 Re: VS Construction Corp. – Evergreen Manor Parcel 2 – Townhomes 2003 Crompond Road (Section 33.12 Block 2 Lots 7 & 8) Dear Chairman Kessler and Members of the Planning Board: On behalf of VS Construction Corp, owner of the above-referenced Property and Applicant, together with contract vendee Lennar Corporation, we hereby submit the enclosed application for Subdivision approval, Site Plan approval and associated Wetland Permit, Tree Removal Permit, and Steep Slope Permit approvals to permit the construction of 96 townhomes, including 10% affordable units, with associated site improvements, as permitted in the Medical Oriented District (MOD) Zoning District.1 The proposed townhomes will be located on an approximately 17.6-acre portion of the Evergreen Manor property. As shown on the enclosed architectural plans, the townhomes are designed with traditional-style exteriors featuring horizontal and board-and-batten siding, stone elements and hipped rooflines. In November 2023, the Planning Board granted Preliminary and Final Plat Approval for a two-lot subdivision of the Evergreen Manor property, creating Parcel 1, Parcel 2, and the proposed road (the “2023 Subdivision”).2 The enclosed subdivision application proposes a 99-lot subdivision of Parcel 2 of the 2023 Subdivision to create 96 individual townhome lots, a common homeowners’ association (HOA) lot, a commercial lot (Parcel 3), and an open space/non-building lot parcel containing the existing wetland adjacent to Crompond Road. A preliminary subdivision plan is included in the accompanying full-size drawing set. 1 Up to 99 townhouses were approved as part of the SEQRA Findings Statement for the MOD, adopted March 20, 2023 by the Town Board. 2 Town of Cortlandt Planning Board Resolution No. 15-23. Page 158 Chairman Kessler and Members of the Planning Board May 20, 2026 Re: Evergreen Manor Parcel 3 – Pharmacy/Medical Office Page 2 To initiate this Subdivision and Site Plan review process, please find enclosed the following: • Short Environmental Assessment Form (SEAF), prepared by DTS Provident Design Engineering, LLP (DTSP) dated May 20, 2026 • Site Plan drawings, prepared by DTSP dated May 20, 2026 (which includes a Preliminary Subdivision Plan) • Architectural Elevations, prepared by Holliday Architects, dated May 20, 2026 We respectfully ask that this Application be added to the Planning Board’s June 2, 2026 meeting agenda for an initial presentation. Very truly yours, DTS PROVIDENT DESIGN ENGINEERING, LLP Matthew N. Steinberg, AICP Senior Associate Enclosure(s) cc: VS Construction, Lennar, Zarin & Steinmetz Page 159 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Name of Action or Project: Evergreen Manor - Parcel 2 Project Location (describe, and attach a location map): 2003 Crompond Road, Town of Cortlandt, Westchester County Brief Description of Proposed Action: Proposed Subdivision approval, Site Plan approval and associated Wetland Permit, Tree Removal Permit, and Steep Slope Permit approvals to permit the construction of 96 townhomes, including 10% affordable units, with associated site improvements on an approximately 17.6-acre portion of the Evergreen Manor project site. The subdivision proposes a 99-lot subdivision of the approximately 21-acre Parcel 2 of the 2023 Evergren Manor Subdivision to create 96 individual townhome lots, a common homeowners’ association (HOA) lot, a commercial lot (Parcel 3), and an open space/non-building lot parcel containing the existing wetland adjacent to Crompond Road. Name of Applicant or Sponsor: Telephone: VS Construction Corp. E-Mail: Address: City/PO: State: Zip Code: NY 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that ✔ may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: Cortlandt PB: Site Plan Approval, Steep Slopes, Wetlands, Tree Removal: NYSDOT: Highway Work Permit; Westchester County: Realty Subdivision, Water and Sewer approvals; NYSDEC: SPDES Stormwater General Permit ✔ 3. a. Total acreage of the site of the proposed action? __________ 21 acres b. Total acreage to be physically disturbed? __________ ±12 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 28.3 acres __________ 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. Urban Rural (non-agriculture) Industrial ✔ Commercial ✔ Residential (suburban) □ Forest Agriculture Aquatic ✔ Other(Specify): Institutional/Hospital □ Parkland Page 1 of 3 Page 160 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ b. Consistent with the adopted comprehensive plan? ✔ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: ________________________________________________________________________________ ✔ *Traffic improvements NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? are proposed based on Findings ✔ b. Are public transportation services available at or near the site of the proposed action? Statement adopted by TB in March 2023 ✔ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? ✔ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: _____________________________________________________________________________________________ ✔ _____________________________________________________________________________________________ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: _________________________________________ ✔ _____________________________________________________________________________________________ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ______________________________________ ✔ _____________________________________________________________________________________________ 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the ✔ State Register of Historic Places? ✔ b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: _____________________ As part of proposed Evergreen Manor project, approximately 0.4 acres of existing wetlands will be disturbed. Mitigation proposed in _____________________________________________________________________________________________ the form of wetland creation/expansion along with buffer enhancement and invasive species removal. _____________________________________________________________________________________________ Page 2 of 3 Page 161 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban ✔ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100-year flood plan? NO YES ✔ NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources? If Yes, ✔ a. Will storm water discharges flow to adjacent properties? ✔ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ✔ If Yes, briefly describe: _____________________________________________________________________________________________ Stormwater will be directed to practices such as bioretention basins and underground infiltration basins, which will be used to treat _____________________________________________________________________________________________ stormwater runoff from walks, driveways and parking areas. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment:______________________________________________ ✔ ____________________________________________________________________________________________ _ Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste 19. NO YES management facility? If Yes, describe: _______________________________________________________________________________ ✔ _____________________________________________________________________________________________ 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed) for hazardous waste? If Yes, describe: _______________________________________________________________________________ ✔ _____________________________________________________________________________________________ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: ____________________________________________________ VS Construction Corp. Date: 5/20/26 __________________________ _____________________ Senior Associate Signature: _____________________________________________________Title:__________________________________ DTS Provident Design Engineering, LLP PRINT FORM Page 3 of 3 Page 162 EAF Mapper Summary Report Wednesday, May 20, 2026 11:08 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. Part 1 / Question 7 [Critical Environmental No Area] Part 1 / Question 12a [National or State Yes Register of Historic Places or State Eligible Sites] Part 1 / Question 12b [Archeological Sites] No Part 1 / Question 13a [Wetlands or Other Yes - Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 / Question 16 [100 Year Flood Plain] No Part 1 / Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 Page 163 2003 Crompond Road (TAX LOTS: 33.12-2-8, 33.12-2-7) Town of Cortlandt, New York Subdivision and Site Plan Application - Parcel 2 May 20, 2026 LOCATION MAP ZONING TABLE LIST OF DRAWINGS MEDICAL ORIENTED DISTRICT (MOD)(1) REQUIRED/ PERMITTED PROPOSED LIST OF DRAWINGS No. Name By Scale Date Height and Bulk Requirements Minimum Dimensions COVER SHEET DTSP 05/20/26 Minimum lot area (sf) Minimum lot width (ft) 100,000 100 1,246,9479(3) >100 SP-0.1 MASTER SITE PLAN AND KEY PLAN DTSP 1" = 60' 05/20/26 Setbacks SP-0.2 PRELIMINARY SUBDIVISION PLAN DTSP 1" = 60' 05/20/26 Front (ft) 30 30(4) Side (ft) 30 30(4) SP-0.3 OVERALL SITE PLAN DTSP 1" = 40' 05/20/26 Rear (ft) 30 30 Maximum Lot Coverage (%) 60 <60(2)(5) SP-1.1-1.2 SITE LAYOUT PLAN DTSP 1" = 30' 05/20/26 Height (ft) Townhouses 35 (2.5 stories) 35 / 2.5 stories SP-2.1-2.2 SITE GRADING AND DRAINAGE PLAN DTSP 1" = 30' 05/20/26 Screenining and Buffering (ft) Minimum from nearest lot line of a parcel on Cypress Lane, Nancy Lane, Ridge Road, Tamarack Drive 100 100 SP-3.1-3.2 SITE UTILITY PLAN DTSP 1" = 30' 05/20/26 Minimum from nearest lot line of a parcel on any other adjacent street with an existing residential unit 30 30 SP-4.1-4.2 SITE LANDSCAPE PLAN DTSP 1" = 30' 05/20/26 Footnotes: (1) SP-4.3 PLANT LIST AND PLANTING DETAILS DTSP NTS 05/20/26 307-96.2 Medical-Oriented District, Town of Cortlandt Zoning Ordinance (2) If a site meets the eligibility requirements above, then all determinations relating to lot coverage and building coverage for any lot or lots subject to internal SP-5.1-5.2 SITE LIGHTING PLAN DTSP 1" = 30' 05/20/26 property subdivision hereunder shall be made treating the entire site as a single unit; provided, however, that access and infrastructure shall be shared by any lot approved under this section. Reciprocal easements and/or agreements that address common access, shared parking, stormwater systems, and utilities shall be SP-5.3 SITE LIGHTING DETAILS DTSP NTS 05/20/26 developed to ensure the future operation and maintenance of the infrastructure servicing any lot or lots approved hereunder. (3) SP-6.1-6.3 SITE AND UTILITY DETAILS DTSP NTS 05/20/26 Per §307-96.2.C.(4)(a) "The creation of internal property subdivisions within a mixed-use development is permitted to allow for multiple ownership of properties/uses. Any eligible site hereunder may, for purposes of dedication, the creation of rights-of-way, sale, lease, mortgage, or other disposition or financing, be SP-8.0-8.1 DRIVEWAY PROFILES DTSP AS NOTED 05/20/26 subdivided or re-subdivided, converted to condominium or cooperative ownership, or otherwise divided into lots, parcels or tracts, which may be sold, leased, mortgaged, or otherwise alienated or encumbered, without regard to minimum lot area provided that at least one development from the original lot prior to SP-9.0 STORM PROFILES DTSP AS NOTED 05/20/26 subdivision is developed as a medical use. (4) SP-9.1 STORM PROFILES DTSP AS NOTED 05/20/26 Townhouses. Any residential units styled as a townhouse may have a zero-foot side setback from other residential units styled as townhouses or clusters of multiple dwellings located on a MOD parcel. These dwelling units shall also not be required to meet the minimum lot area requirement or lot width requirement, but shall be SP-9.2 SEWER PROFILES DTSP AS NOTED 05/20/26 no more than 2.5 stories or 35 feet above grade. Each townhouse shall be located on its own lot with common elements of a community owned by a Homeowners Association (HOA). SP-9.3 SP-10.0 WATER PROFILES SITE SECTIONS DTSP AS NOTED 05/20/26 SP-10.0 SP-12.0 SITE TREESECTIONS REMOVALS PLAN DTSP AS =NOTED 1" 40' 05/20/26 SP-12.0 SP-13.0 TREE REMOVALS EMERGENCY PLANVEHICLE MANEUVERING PLAN SERVICE DTSP 1" = 40' 05/20/26 SP-13.0 EX-1.1-1.2 EMERGENCY SERVICE VEHICLE EXISTING CONDITIONS PLAN MANEUVERING PLAN DTSP 1" = 40' 30' 05/20/26 EX-1.1-1.2 EXISTING CONDITIONS PLAN DTSP 1" = 30' 05/20/26 BASE MAP SOURCE: WESTCHESTER GIS LEGEND LEGEND DTSP DTS PROVIDENT DESIGN ENGINEERING, LLP TMA TMATIM MILLER ASSOCIATES, INC. DTSP TCM DTS PROVIDENT DANIEL DESIGN T. MERRITTS, PLSENGINEERING, LLP TMA TMATIM MILLER ASSOCIATES, INC. TCM DANIEL T. MERRITTS, PLS OWNER / APPLICANT CONTRACT VENDEE PLANNER & CIVIL ENGINEER ARCHITECT ARCHITECT LAND USE ATTORNEY SURVEYOR WETLANDS CONSULTANT V.S. CONSTRUCTION CORPORATION LENNAR CORPORATION HOLLIDAY ARCHITECTS HOLLIDAY ARCHITECTS ZARIN & STEINMETZ DANIEL T. MERRITTS, PLS TIM MILLER ASSOCIATES, INC. 37 CROTON DAM ROAD 2465 KUSER ROAD, FLOOR 3 DTS PROVIDENT  JACKSON COMMONS JACKSON COMMONS 81 MAIN STREET 394 BEDFORD ROAD 10 NORTH STREET OSSINING, NY 10562 HAMILTON, NJ 08690 Intelligent Land Use SUITESUITE A4 A4 WHITE PLAINS, NY 10601 PLEASANTVILLE, NY 10570 COLD SPRING, NY 10516 DTSProvidentDesignEngineering,LLP 30 JACKSON ROADROAD 30 JACKSON OneNorthBroadway WhitePlains,NY10601 MEDFORD, NJ 08055 MEDFORD, NJ 08055 Page 164 JAN LAN ET E PARCEL 2 299.94' N 78° 14' 00" W 299. 45' SP-X.1 0" W N 64° 59' 0 5' 3 0" W EVERGREEN MANOR 100' NONDISTURBANCE AREA 0° 3 S3 R-10 Town of Cortlandt, New York Λ Λ Λ Λ Λ RIVE 9 Λ PROPERTY LINE, Λ ING N 11° 58' 00" E Λ CK D (TYP.) 12 Λ Λ ILD Λ Λ ARA ING | Λ Λ BU Λ Λ TAM Λ 30' SIDE YARD SETBACK/ ILD Λ NONDISTURBANCE AREA Λ ARE ION BU | Λ RETE IO Λ NT A B Λ OWNER / APPLICANT Λ | Λ Λ V.S. CONSTRUCTION CORPORATION Λ 8 Λ 363.59' 37 CROTON DAM ROAD ING | Λ | OSSINING, NY 10562 Λ ILD Λ ARE ION Λ MAG | N Λ BU LANE OLIA RETE IO NT A Λ B Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 11 | Λ ARCHITECT Λ ING R-40 Λ Λ ' Λ . 54 DTS PROVIDENT ILD Λ  | BY Λ 432 JULY BELLA GGED Intelligent Land Use Λ Λ BU Λ 5 Λ DTS Provident Design Engineering, LLP CA #: 0017846 202 LA S FLA Λ Λ One North Broadway Λ Λ 14, 7 White Plains, NY 10601 Λ Λ D 100' NONDISTURBANCE AREA LAN Λ Λ N 74° 35' 00" W ING Λ Λ 144.90' WET Λ Λ 12 ILD Λ Λ ING BU ARCHITECT - PARCEL 2 Λ Λ PROPERTY LINE, CONTRACT VENDEE Λ Λ ILD (TYP.) HOLLIDAY ARCHITECTS Λ LENNAR CORPORATION Λ Λ JACKSON COMMONS BU 2465 KUSER ROAD, FLOOR 3 Λ Λ SUITE A4 NJ 08690 Λ Λ HAMILTON, Λ Λ 0" W 30 JACKSON ROAD Λ Λ Λ MEDFORD, NJ 08055 6 Λ 6' 0 ARCHITECT - PARCEL 2 Λ Λ ING Λ 0" E 1° 0 Λ LAND USEARCHITECTS HOLLIDAY ATTORNEY ILD • BUILDING RET BIO Λ 15 N 18° 07' 0 JACKSON COMMONS • S3 Λ ENT BU ARE ION ZARIN & STEINMETZ Λ • BIRC A SUITE A4 Λ LAN HWOO 13 81 MAIN STREET • 30 JACKSON ROAD Λ E D N G • DI • WHITE PLAINS, NY 10601 Λ IL MEDFORD, NJ 08055 • BU Λ • BIO ION Λ • 17 • ENT Λ SURVEYOR • T • RE AREA LAND USE ATTORNEY Λ BUILDING • Λ DANIEL ZARIN &T.STEINMETZ MERRITTS, PLS • Λ ' .76 Λ • 394 BEDFORD 81 MAIN STREETROAD Λ 30' SIDE YARD SETBACK/ 308 PLEASANTVILLE, NY10601 10570 Λ NONDISTURBANCE AREA WHITE PLAINS, NY Λ E G 5 1 RIV Λ PARCEL 2 PROPERTY LINE, Λ WETLAND CONSULTANT KD LDIN PROPOSED 25 FT. WIDE SURVEYOR BIO RET Λ WATER EASEMENT (TYP.) AC SP-X.2 Λ TIM MILLER ASSOCIATES, PLS INC. R Λ DANIEL T. MERRITTS, BUI MA 14 Λ . 10 NORTH STREET | G Λ IN 394 BEDFORD ROAD TA LD COLD SPRING, NYNY 10516 Λ B UI PLEASANTVILLE, 10570 Λ Λ Λ 16 18 WETLAND CONSULTANT Λ | 430.41' Λ BUILDING BUILDING Λ TIM MILLER ASSOCIATES, INC. | | Λ AREA PROPOSED SNOW G 3 STORAGE AREA Λ EASEMENT (TYP.) 10 NORTH STREET Λ | R-10 COLD SPRING, NY 10516 Λ LDIN ENTION 4 Λ | 0" W Λ ING | | Λ BUI BIO RETENTION AREA Λ 5' 2 ILD BIO RET Λ | | Λ 0° 1 BU | Λ | (MATCHLINE,TYP,) (MATCHLINE,TYP,) Λ Λ Λ S3 Λ Λ Λ Λ | Λ • • Λ Λ | ' 00" E Λ • 2 N 19° 38.44' Λ S 68° 33' 00" E G Λ IN | Λ 37.31' 80 Λ ILD ' R-40 .41 Λ BUILDING 20 Λ BU 312 Λ BUILDING 21 Λ Λ BU N 60 ILD Λ ING ° 49 1 ' 00 PROPOSED 20 FT. WIDE " W1 CYPR 60.0 ESS L DRAINAGE EASEMENT Λ 5' 30' SIDE YARD SETBACK/ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY A Λ Λ NE NONDISTURBANCE AREA Λ Λ AREAION Λ Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ Λ Λ Λ N5 1-800-962-7962 OR 811 Λ Λ RETE IO Λ ΛΛ Λ NT 5° 1 Λ Λ Λ Λ B Λ BIO RET 4 Λ Λ . ' 20 Λ Λ Λ Λ Λ Λ Λ Λ "W Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 16 Λ Λ Λ UE Λ Λ Λ Λ 9.9 Λ Λ Λ Λ Λ Λ Λ Λ Λ N2 2' Λ Λ Λ AVEN Λ Λ Λ 9° 0 Λ Λ Λ Λ Λ Λ P 6' 1 RETAROPOSE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 9 Λ 10 IL BU D 34. " E Λ Λ Λ Λ Λ Λ ILDIN Λ Λ Λ Λ 65' E Λ Λ G Λ Λ Λ YETT Λ Λ Λ Λ | | Λ Λ Λ Λ FLA Λ Λ 100.0 Λ WET ' Λ LAFA Λ Λ GG ABELLA GGED 9 Λ Λ 3 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED A Λ Λ LAN Λ Λ E Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT AR L S FLA Λ ED J Λ Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ Λ D | ON Λ | N 45° 22' 53" E ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ U Λ I Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER X NT Λ L Λ Λ Y 65.83' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ TE 14, Λ RE Λ Λ Λ 7 8.0' WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 202 Λ 3 O MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL BI Λ Λ Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ 5 BY | Λ | ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ Λ N 31° 41' 31" E Λ SHOWN BY THESE DRAWINGS. Λ Λ Λ 68.52' LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ Λ Λ 66 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION "W Λ Λ Λ | 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ ' 40 PROPOSED 10 FT. WIDE S 76° 13' 31" E 30' FRONT YARD SETBACK Λ Λ Λ DRAINAGE EASEMENT 109.88 R=47.00' S' 67° 5 Λ ° 52 4' 29" Copyright DTS Provident Design Engineering, LLP 2025 Λ Λ 8 Λ S 77 E E All rights reserved. Λ LAN Λ L=51.51' E Λ Λ 3" FIRE S 29 Λ Λ '4 ° 37 64.77' Λ 42 NOT FOR CONSTRUCTION ° Λ Λ 8 Λ N7 ' 03 Λ Λ Λ "W ' .67 Λ E Λ Λ 3 LAN Con 25 cre FIRE Λ Λ te P Λ PROPERTY LINE, ad Λ TY) MOD Λ Λ 9 (TYP.) Λ NAN CY LA E NCE FACILI Λ ESID Λ Λ E Λ NE I N G R RY CAR CROMPOND ROAD Λ LIV EMO R=34.00' Λ Λ Λ T E D M L=49.52' IMPROVEMENTS PER COLLIERS SSIS ING / D Λ Λ OA Λ A Λ Λ ED LIV R POS ENIOR ND Λ Λ 2 Λ PO 35/20 Λ Λ Λ 100' NONDISTURBANCE AREA P R O S Λ Λ M ENT CRO OUTE Λ Λ D Λ N Λ EP E R 30.0 Λ (IND 18.5 Λ Λ 7 Λ ' ' Λ Λ Λ Λ 10 Λ Λ Λ Λ Λ Λ Λ CONKLIN AVENUE Λ R-10 Λ 30' FRONT YARD SETBACK 30. Λ Λ N 69° 09' 32" E 0' 11.27' Λ Λ N 79° 23' 56" E Λ Λ 150.32' PARCEL 2 - .16' Λ Λ MASTER SITE PLAN 648 Λ N 77° 40' 07" E OGDEN AVENUE Λ Λ 91.20' Λ R-10 AND KEY PLAN N 75° 56' 17" E 239.42' "E 25 ' 10 TAYLOR AVENUE N 84° . 74' 142 N 75° 56' 17" E 57.92' SP-0.1 EXPIRES 7/31/26 Page 165 299.94' N 78° 14' 00" W 299. 45' 299.94' 0" W N 64° PROPOSED PARCEL 2 59' 0 5' 3 0" W NEW TAX LOT 33.12-2-7 AREA = 765,451.910 Sq.Ft. EVERGREEN MANOR 0° 3 = 17.572 Acres S3 Town of Cortlandt, New York 46 45 47 N 11° 58' 00" E 44 48 43 49 42 50 41 OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 40 363.59' 37 CROTON DAM ROAD 39 OSSINING, NY 10562 51 38 52 PLANNER, CIVIL ENGINEER, LANDSCAPE 37 0' ARCHITECT 0.0 53 ' . 54 36 DTS PROVIDENT  BY 432 JULY BELLA GGED 54 Intelligent Land Use 35 5 DTS Provident Design Engineering, LLP CA #: 0017846 202 LA S FLA One North Broadway 34 14, White Plains, NY 10601 D LAN N 74° 35' 00" W 33 55 144.90' WET 32 56 CONTRACT VENDEE 31 57 PROPERTY LINE, TYP. LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 30 HAMILTON, NJ 08690 0" W 76 6' 0 29 ARCHITECT - PARCEL 2 0" E 1° 0 28 65 66 67 HOLLIDAY ARCHITECTS 68 69 77 N 18° 07' 0 JACKSON COMMONS S3 27 61 SUITE A4 60 78 30 JACKSON ROAD 59 MEDFORD, NJ 08055 26 58 79 LAND USE ATTORNEY 25 ZARIN & STEINMETZ ' 80 .76 81 MAIN STREET 308 24 R=60.00' L=301.53' WHITE PLAINS, NY 10601 RIGHT OF WAY 23 PARCEL 81 AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE = 0.958 Acres WATER EASEMENT 70 SURVEYOR 22 DANIEL T. MERRITTS, PLS 21 64 394 BEDFORD ROAD 14 63 71 82 PLEASANTVILLE, NY 10570 62 5.0 0 ' 13 =2 =2 3.55' 72 83 WETLAND CONSULTANT 20 430.41' R L TIM MILLER ASSOCIATES, INC. 19 84 .0 0 ' 12 73 PROPOSED SNOW STORAGE AREA S 13° 51' 45" W EASEMENT (TYP.) 10 NORTH STREET L=23.55' R=25.00' L= 25 127.62' COLD SPRING, NY 10516 18 2 85 3. 11 R= 74 55 ' 0" W 17 127.62' 5' 2 16 10 75 86 0° 1 15 9 S3 S 13° 51' 45" W 127.62' 8 ' 00" E N 19° 38.44' S 68° 33' 00" E 7 92 37.31' 80 6 ' .41 L=123.81' 93 R=330.00' 94 95 96 S 60° 49' 00" E 87 88 312 N 59 5 89 90 91 22.36' ° 42 4 N 60 ' 44 "W 3 R=280.00' ° 49 2 L=154.34' ' 00 " W1 1 PROPOSED 20 FT. WIDE 160 60.0 71' DRAINAGE EASEMENT 470 .05' 5' THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY .61 . ' PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 106 470 N5 1-800-962-7962 OR 811 .61 5° 1 ' 4 ' 20 "W 16 E 9.9 4" N2 2' '4 9° 0 6' 1 .6 26 9 34. " E 89 45° 65' 7' 2' FLA .6 N WET 59 PRO GG ABELLA GGED NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED NEW POSE LAN BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT L S FLA ED J ARE TAX D PAR DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE D A= LOT CEL N 45° 22' 53" E ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND U = 1. 83,785. 33.12-2 3 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER L Y 65.83' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 923 1 - Acr 43 Sq.F1 14, WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED es t. 202 PROPOSED OPEN SPACE PARCEL MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF (NOT A BUILDING LOT) 5 BY ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS N 31° 41' 31" E SHOWN BY THESE DRAWINGS. 68.52' LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 107.22' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 216.77' DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION "W .Ft. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Acr 663 Sq 8 262 OT 33.1 EL 1 2-2- ' 40 PROPOSED 10 FT. WIDE S 76° 13' 31" E DRAINAGE EASEMENT S 76° 13' 31" E 109.88 S' 67° 5 C R=47.00' ° 52 4' 29" Copyright DTS Provident Design Engineering, LLP 2025 S 77 ARE TAX D PAR L=51.51' E All rights reserved. es E 3" S 29 . '4 ° 37 64.77' ,597 42 NOT FOR CONSTRUCTION 8 ° NEWOPOSE N7 ' 03 L 028 "W W ' .67 = 6. 3" A= 3 Con ' 0 25 PR 37 cre 7° ' te P 7 S .77 ad 64 S 14° 16' 59" E R=34.00'25.70' L=49.52' N 69° 09' 32" E 11.27' N 79° 23' 56" E 150.32' .16' PRELIMINARY SUBDIVISION 648 N 77° 40' 07" E 91.20' PLAN N 75° 56' 17" E 239.42' "E 25' 10 N 84° . 74' 142 N 75° 56' 17" E 57.92' SP-0.2 EXPIRES 7/31/26 Page 166 JAN ET L AN E PROPERTY LINE EVERGREEN MANOR Town of Cortlandt, New York 100' NONDISTURBANCE AREA Λ Λ Λ Λ Λ Λ Λ Λ Λ OWNER / APPLICANT 9 Λ Λ ING RIVE Λ V.S. CONSTRUCTION CORPORATION Λ CK D 12 37 CROTON DAM ROAD Λ Λ ILD Λ ARA Λ OSSINING, NY 10562 Λ Λ ING Λ TAM Λ Λ 100' NONDISTURBANCE AREA Λ BU Λ Λ Λ ILD PLANNER, CIVIL ENGINEER, LANDSCAPE Λ Λ ARCHITECT Λ BU Λ EL. 3 EA Λ 92) TOM N AR DTS PROVIDENT Λ  Λ PROPERTY LINE (BOT TENTIO Λ Intelligent Land Use Λ Λ RE DTS Provident Design Engineering, LLP CA #: 0017846 Λ BIO Λ One North Broadway Λ White Plains, NY 10601 8 Λ Λ ING M OPOS Λ Λ 30' SIDE YARD SETBACK/ O PR N Λ NONDISTURBANCE AREA UME ED Λ ILD CONTRACT VENDEE Λ EL. 3 EA Λ 96) TOM N AR NT Λ MAG EXISTING TREES LENNAR CORPORATION BU Λ NOL (BOT TENTIO IA LA Λ NE TO REMAIN 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ RE Λ 11 BIO Λ Λ ARCHITECT - PARCEL 2 Λ ING Λ Λ HOLLIDAY ARCHITECTS Λ Λ JACKSON COMMONS Λ ILD Λ SUITE A4 Λ Λ Λ 30 JACKSON ROAD BU D BY Λ Λ MEDFORD, NJ 08055 Λ Λ LAB LAGGE Λ Λ 025 Λ Λ LAND USE ATTORNEY Λ JULY ELLA Λ Λ 14, 2 Λ DS F 7 ZARIN & STEINMETZ Λ Λ Λ Λ 81 MAIN STREET ING Λ Λ LAN PROPERTY LINE EXISTING TREES Λ Λ WHITE PLAINS, NY 10601 Λ Λ TO REMAIN WET Λ 12 Λ ILD Λ SURVEYOR Λ Λ ING Λ BU Λ DANIEL T. MERRITTS, PLS Λ Λ Λ 394 BEDFORD ROAD Λ ILD PLEASANTVILLE, NY 10570 Λ Λ Λ Λ BU Λ WETLAND CONSULTANT Λ Λ RO Λ Λ Λ TIM MILLER ASSOCIATES, INC. AD Λ Λ Λ 10 NORTH STREET Λ EXISTING TREES TO REMAIN Λ D Λ Λ COLD SPRING, NY 10516 Λ 6 Λ Λ Λ ING Λ Λ Λ • Λ ILD BUILDING • Λ BIO 15 •• Λ RET Λ •• AR ENTIO BU Λ EA N •• Λ •• •• 13 Λ •• Λ BIRC HWO NG Λ I •• OD L •• LD ANE Λ UI •• •• Λ B •• Λ •• Λ 17 •• •• BIO Λ R ETE •• •• ARE NTION Λ •• A •• Λ BUILDING Λ •• Λ •• Λ C •• Λ D Λ •• OA Λ E Λ R THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ ROAD PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. G 5 Λ 1-800-962-7962 OR 811 Λ Λ EXISTING TREES Λ LDIN E BIO RE EA RIV TO REMAIN Λ KD Λ AR C Λ TENTIO RA ROAD B Λ MA BUI Λ TA 14 Λ N NG Λ I Λ LD UI Λ B Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 16 18 Λ ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ BUILDING Λ BUILDING WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS G 3 Λ SHOWN BY THESE DRAWINGS. Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ PROPERTY LINE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS LDIN Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 4 Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ ING Λ Λ BUI Copyright DTS Provident Design Engineering, LLP 2025 Λ BIO RETENTION AREA All rights reserved. Λ ILD (BOTTOM EL. 386) Λ NOT FOR CONSTRUCTION Λ Λ BU Λ (BOTTO ION AREA Λ 2) Λ M EL. 39 Λ Λ Λ Λ Λ ROAD A Λ PROPERTY LINE Λ ENT Λ Λ BIO RET Λ • • Λ Λ Λ ROA • Λ DF • • Λ 100' NONDISTURBANCE AREA 2 Λ Λ G Λ IN Λ Λ ILD Λ Λ BUILDING 20 Λ BU Λ Λ BUILDING 21 Λ Λ Λ BU ILD Λ ING Λ 1 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ AREA TION Λ Λ Λ CYPR Λ Λ Λ Λ Λ E SS LA Λ ΛΛ Λ PARCEL 2 - Λ Λ NE Λ Λ ETEN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ BIO R Λ OVERALL SITE PLAN Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E Λ Λ Λ Λ Λ ENU P Λ RETAROPOSE Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ IL BU D Λ E AV Λ Λ Λ Λ Λ Λ Λ Λ ILDIN Λ Λ Λ Λ Λ Λ Λ YETT Λ Λ Λ Λ G Λ ΛΛ Λ Λ Λ Λ Λ Λ Λ Λ LAFA Λ Λ Λ Λ Λ Λ Λ FLA Λ Λ ΛΛ WET Λ Λ Λ Λ G Λ Λ Λ SP-0.3 Λ Λ G L Λ Λ Λ Λ A Λ Λ ED J LLA Λ N ΛΛ Λ LAB LAGGE Λ Λ DS F Λ Λ Λ Λ Λ UL Λ Λ E Λ Λ X Λ Λ Y ΛΛ Λ Λ 1 Λ Λ Λ X Λ EXPIRES 7/31/26 4, 2 Λ Λ Λ LAF 025 D BY AYE T T Page 167 JAN ET LAN E 299.94' N 78° 14' 00" W 299.4 299.94' 5' EVERGREEN MANOR Town of Cortlandt, New York PROPOSED PARCEL 2 0" W N 64° 59' 0 NEW TAX LOT 33.12-2-7 0" 5' 3 W AREA = 765,451.910 Sq.Ft. 0° 3 100' NONDISTURBANCE AREA S3 = 17.572 Acres 2.0 ' POST TOP MOUNTED LIGHT, TYP. OWNER / APPLICANT Λ Λ Λ Λ 26.0 Λ ' V.S. CONSTRUCTION CORPORATION Λ Λ 37 CROTON DAM ROAD #46 Λ 100' WETLAND Λ 22.0 BUFFER, TYP. OSSINING, NY 10562 Λ ' PROPOSED Λ Λ FENCE, TYP. 9 #47 Λ #45 Λ PLANNER, CIVIL ENGINEER, LANDSCAPE Λ ING Λ RIVE ARCHITECT Λ Λ CK D 12 Λ DTS PROVIDENT #44 Λ Λ  ILD Λ #48 Λ ARA Λ N 11° 58' 00" E Λ Intelligent Land Use Λ | ING Λ Λ TAM Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 BU Λ Λ #43 One North Broadway Λ Λ | Λ White Plains, NY 10601 ILD Λ ' #49 15.0 Λ | Λ Λ ' Λ BU 15.0 ARE TION R-10 Λ CONTRACT VENDEE Λ FLAGGED WETLAND Λ R-40 | BOUNDARY, TYP. N #50 Λ A LENNAR CORPORATION #42 RETE Λ .0 ' | Λ R28 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ BIO Λ 73.0 Λ 41 ' Λ 9' ARCHITECT - PARCEL 2 R2 | Λ # 8.0 Λ #39 N G 8 Λ HOLLIDAY ARCHITECTS ' | ' 20.0 Λ 30' SIDE YARD SETBACK/ JACKSON COMMONS Λ #40 NONDISTURBANCE AREA | | Λ LIMIT OF SUITE A4 Λ 363.59' DISTURBANCE, Λ 30 JACKSON ROAD 9' TYP. Λ #38 U I L D I | | MEDFORD, NJ 08055 Λ Λ Λ #51 ARE TION Λ LAND USE ATTORNEY Λ MAG 22.0 Λ NOL ' ZARIN & STEINMETZ N Λ IA LA A B RETE Λ NE | 81 MAIN STREET | Λ PROPERTY LINE, Λ WHITE PLAINS, NY 10601 #52 26.0 TYP. Λ BIO ' Λ 11 Λ SURVEYOR #37 Λ 0' Λ 0.0 ' Λ DANIEL T. MERRITTS, PLS ING | | 15.0 Λ 394 BEDFORD ROAD Λ #53 100' NONDISTURBANCE AREA Λ Λ ' MOD PLEASANTVILLE, NY 10570 Λ 15.0 Λ Λ | ILD BY Λ ' .54 Λ WETLAND CONSULTANT Λ #36 Λ 432 PROPERTY LINE, JULY ELLA GED Λ Λ #54 TYP. BU TIM MILLER ASSOCIATES, INC. Λ TYP. Λ Λ 10 NORTH STREET Λ Λ COLD SPRING, NY 10516 LAB S FLAG 5 Λ #35 202 Λ Λ ' Λ 20.0 Λ Λ GRANITE Λ Λ Λ 14, CURB, TYP. Λ Λ 7 22.0 Λ D ' Λ #34 ' 20.0 Λ Λ LAN Λ #32 L D I N G Λ N 74° 35' 00" W Λ Λ Λ 144.90' Λ #55 Λ Λ WET Λ #33 Λ 12 Λ Λ Λ Λ Λ I Λ ING Λ #56 BU Λ Λ Λ Λ Λ Λ ILD 6 Λ Λ 5' WIDE Λ Λ #31 Λ FOOTPATH TRAIL #57 Λ ' BU Λ 15.0 Λ Λ Λ ' RO Λ 5.0 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ ' ' R2 Λ 15.0 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 14.4 Λ 1-800-962-7962 OR 811 POST TOP Λ A Λ Λ MOUNTED LIGHT, Λ DD Λ Λ TYP. #30 ASPHALT Λ Λ R2 Λ PAVEMENT, Λ Λ 6 5.0 Λ TYP. "W Λ #76 Λ TYP. 18.0 ' 10.0 ' LIMIT OF ' Λ Λ ING ' 00 DISTURBANCE, Λ TYP. #29 Λ 6 Λ 1° 0 Λ • 26.0 ' Λ ILD BUILDING • S3 Λ #77 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED 15 Λ • 0" E B IO #28 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT #65 Λ • RET #66 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ E ARE NTION ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND #67 BU N 18° 07' 0 • Λ #68 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER A #69 • Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. ' Λ .0 • R5 13 • WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ #61 • #27 10.0 ' MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ 27.9 ' G DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF #78 • Λ I N 60 • ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ 18.0 ' ' D • • SHOWN BY THESE DRAWINGS. # 17.8 IL Λ • • 9.0 ' U Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 22.0 ' B • YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS • Λ ION ' #59 15.0 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION NT Λ • • ETE A 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 17 Λ R • • BIO ARE #58 Λ #79 #26 • • Λ POST TOP Copyright DTS Provident Design Engineering, LLP 2025 Λ • • All rights reserved. Λ BUILDING MOUNTED LIGHT, • R2 • Λ 0.0 TYP. • NOT FOR CONSTRUCTION Λ 9.0 ' ' Λ • 26. #25 Λ ' • C .0 22.0 ' Λ 22. 0' #80 TYP. 15 • R5 YP. Λ D R ' 0' .76 • Λ 18.0 ' T .0 A Λ ' E 7 O R5. P. 308 Λ R TY 22.0 ' 4 Λ 0' #24 R=60.00' L=301.53' Λ RIGHT OF WAY ROAD #23 5 21.5 ' Λ 22.0 1 Λ #81 10 PARCEL GRANITE Λ G ' Λ CURB, TYP. Λ LDIN AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE Λ R5 ASPHALT Λ 22.0 ' .0 WATER EASEMENT = 0.958 Acres PAVEMENT, TYP. Λ ' 20.0 ' #70 Λ #64 20.0 ' RETEN ROAD B Λ #22 Λ BUI BIO Λ #63 G 14 Λ TION Λ IN #82 #62 Λ | D Λ #14 #71 IL #21 Λ FLAGGED BU 48.6 ' R-40 Λ WETLAND | Λ 15.0 ' BOUNDARY, Λ | Λ TYP. 22.0 ' Λ 18.1 ' 16 #83 Λ 18 R =25 #13 Λ .0 ' #72 0' .55 Λ 3 26.0 ' Λ 2 430.41' BUILDING | L= Λ #20 BUILDING PARCEL 2 - Λ | 100' WETLAND Λ MATCHLINE (SEE SHEET SP-1.2) MATCHLINE (SEE SHEET SP-1.2) R =25.0 0 ' BUFFER, TYP. Λ PROPOSED SNOW SITE LAYOUT PLAN #84 Λ L =23.5 #12 G 3 #73 Λ STORAGE AREA | #19 26.0 ' | Λ S 13° 51' 45" W EASEMENT (TYP.) L=23.55' R=25.00' Λ 127.62' Λ | | 100' WETLAND 5' Λ | LDIN | Λ BUFFER,TYP. #17 G 4 Λ #85 | R-10 #18 | #11 Λ | #74 Λ R513 .0 ' Λ Λ #16 I L D I N BUI Λ | BIO RETENTION 127.62' Λ | "W | Λ AREA ENTION Λ ' 20 #86 #10 ' | Λ 0.0 #75 Λ SP-1.1 ° 15 R2 Λ BU AREA Λ | | | S 30 BIO RET Λ | | Λ 12.4 ' | PROPOSED FENCE | Λ 26.0 Λ Λ Λ Λ PROPOSED Λ W/ GATE, TYP. Λ ' Λ ROAD A 17.5 ' Λ EXPIRES 7/31/26 #9 FENCE, TYP. #15 Λ 4 18.0 ' Λ Page 168 D C ' . 76 BUIL 18.0 ' A E 7 O R5. P. 308 R TY 22.0 ' 4 Λ 0' #24 R=60.00' L=301.53' Λ RIGHT OF WAY ROAD # 22 I N G 5 21.5 ' Λ 22.0 1 Λ #81 10 PARCEL GRANITE Λ ' Λ CURB, TYP. #23 Λ AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE Λ R5 ASPHALT Λ 22.0 ' .0 WATER EASEMENT = 0.958 Acres PAVEMENT, TYP. Λ LD ' 20.0 ' #70 Λ #64 20.0 ' RETEN ROAD B Λ Λ BUI BIO Λ #63 G 14 EVERGREEN MANOR Λ TION Λ IN #82 #62 Λ | D Λ #14 #71 IL # 21 Town of Cortlandt, New York Λ FLAGGED BU 48.6 ' R-40 Λ WETLAND | Λ 15.0 ' BOUNDARY, Λ | Λ TYP. 22.0 ' Λ 18.1 ' 16 #83 Λ 18 R =25 #13 Λ .0 ' #72 0' .55 Λ 3 26.0 ' Λ 2 430.41' BUILDING | L= Λ #20 BUILDING Λ | 100' WETLAND Λ R =25.0 0 ' BUFFER, TYP. Λ PROPOSED SNOW #84 Λ L =23.5 #12 G 3 #73 Λ STORAGE AREA MATCHLINE (SEE SHEET SP-1.1) MATCHLINE (SEE SHEET SP-1.1) | #19 26.0 ' | Λ S 13° 51' 45" W EASEMENT (TYP.) L=23.55' R=25.00' Λ 127.62' Λ | | 100' WETLAND 5' Λ | LDIN OWNER / APPLICANT | Λ BUFFER,TYP. #17 G 4 Λ #85 | R-10 #18 | #11 Λ | V.S. CONSTRUCTION CORPORATION #74 Λ R513 .0 ' 37 CROTON DAM ROAD ΛΛ #16 I L D I N OSSINING, NY 10562 BUI Λ | BIO RETENTION 127.62' Λ | 0" W | Λ AREA ENTION Λ #86 #10 ' 5' 2 | Λ .0 PLANNER, CIVIL ENGINEER, LANDSCAPE #75 20 Λ R Λ BU 0° 1 ARCHITECT AREA Λ | | | BIO RET Λ | | S3 Λ 12.4 ' DTS PROVIDENT | PROPOSED FENCE | Λ  26.0 Λ Λ Λ Λ PROPOSED Λ W/ GATE, TYP. Λ ' Λ ROAD A 17.5 ' Λ Intelligent Land Use #9 FENCE, TYP. #15 Λ 4 18.0 ' Λ Λ 26.0 ' DTS Provident Design Engineering, LLP CA #: 0017846 ' Λ 15.0 Λ S 13° 51' 45" W One North Broadway ' ' R2 Λ .0 19.2 • • White Plains, NY 10601 R20 127.62' ' 9.0 ' Λ .0 0.0 | | ' 0 TWIN-LEAF 20' WIDE EMERGENCY ACCESS GATE Λ 17.5 R1 ' Λ WITH HORN ACTIVATED OPENER AND "NO PARKING ROA • Λ R2 FIRE LANE" SIGNS ATTACHED TO BOTH SIDES R20 • 0.0 Λ 22.0 ' D (THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND CONTRACT VENDEE Λ .0 ' • ' #8 F Λ 2 100' NONDISTURBANCE AREA INSTALLED TO COMPLY WITH THE REQUIREMENTS | 22.0 Λ • 22.0 ' ' OF ASTM F2200 AND UL325, IN ACCORDANCE WITH LENNAR CORPORATION Λ ' 00" E 80.44' G S 68° 33' 00" E | 2020 NYS FIRE CODE| APPENDIX D 103. Λ 37.31' 2465 KUSER ROAD, FLOOR 3 Λ IN HAMILTON, NJ 08690 #92 Λ PROPERTY LINE, #7 20.0 ' ' N 19° 38 Λ 12.2 26.0 TYP. #93 Λ #94 ILD ' #95 #96 Λ R=330.00' ARCHITECT - PARCEL 2 #87 Λ BUILDING 20 #88 #89 Λ L=123.81' 41' S 60° 49' 00" E #90 HOLLIDAY ARCHITECTS Λ #6 #91 ' 20' BU 22.0 12' 22.36' . Λ 312 #4 JACKSON COMMONS Λ GRANITE BUILDING 21 Λ SUITE A4 #3 CURB, TYP. Λ 30 JACKSON ROAD Λ #5 BU Λ #2 ASPHALT MEDFORD, NJ 08055 Λ ILD N 59 R=280.00' PAVEMENT, TYP. 20.0 ' Λ ° 42 ' 44 ING #1 Λ "W L=154.34' N 60 26.0 LAND USE ATTORNEY 6.4 ' 1 ' ° 49 ' 00 PROPOSED 20 FT. WIDE "W 30' SIDE YARD SETBACK/ 160 .05' ZARIN &AREA NONDISTURBANCE STEINMETZ DRAINAGE EASEMENT 81 MAIN STREET 71' 160 PROPERTY LINE, (TYP.) Λ Λ .05' Λ Λ WHITE PLAINS, NY 10601 Λ Λ ΛΛ Λ Λ . Λ Λ Λ Λ 470 FLAGGED WETLAND 106 Λ Λ POST TOP SITE Λ Λ AREA TION Λ Λ Λ .61 Λ Λ Λ Λ Λ 470 Λ LIGHT, TYP. ' Λ BOUNDARY, TYP. Λ Λ Λ Λ Λ Λ .61 Λ Λ SURVEYOR Λ Λ Λ ' Λ Λ ETEN Λ Λ ΛΛ Λ Λ Λ PROPERTY LINE, Λ Λ Λ Λ Λ Λ BIO RET Λ Λ Λ DANIEL T. MERRITTS, PLS Λ Λ TYP. ENTION Λ Λ BIO R Λ Λ Λ 394 BEDFORD ROAD Λ Λ AREA Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE, Λ Λ Λ Λ Λ Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ E Λ Λ Λ Λ Λ 10 NORTH STREET Λ 4" Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ '4 Λ Λ Λ Λ COLD SPRING, NY 10516 Λ Λ P RETAROPOSE Λ Λ Λ Λ Λ Λ Λ .6 26 Λ | Λ Λ Λ Λ Λ Λ Λ Λ Λ 10 Λ IL BU D Λ Λ Λ 89 45° Λ 7' Λ Λ Λ Λ Λ Λ Λ ILDIN Λ Λ Λ Λ Λ Λ Λ N Λ Λ Λ G Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ | | Λ Λ Λ FLA Λ Λ ' Λ 100. 62 Λ Λ W 0 ' Λ Λ Λ . Λ 59 PRO E Λ G ABE 9 Λ Λ T Λ Λ Λ 3 NEW POSE Λ Λ | Λ LAN Λ G Λ Λ Λ Λ Λ Λ Λ | L S FLAG ED J LLA ARE TAX D PAR Λ Λ Λ Λ Λ Λ Λ Λ Λ D Λ LOT Λ Λ Λ A= CEL Λ Λ LIMIT OF DISTURBANCE Λ Λ | U Λ Λ 8 = 1. 3,785. 33.12-2 3 Λ Λ Λ L Λ Λ | Λ (TYP.) Λ MOD Y Λ Λ Λ 923 Λ 1 - TOW Acr 43 Sq.F1 14 Λ Λ Λ 384 Λ 7 G Λ , | es Λ t. 8.0' Λ Λ | 2 Λ Λ E 3 PROPOSED OPEN SPACE PARCEL 025 Λ D Λ Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY (NOT A BUILDING LOT) Λ Λ BY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ Λ | | Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 30' FRONT YARD SETBACK Λ Λ Λ Λ 66 Λ 107.22' Λ es Sq.Ft. | Λ 216.77' Λ | Λ .663 -8 ,597 3.12-2 1 Λ Λ Λ S 76° 13' 31" E Λ PROPOSED 10 FT. WIDE S 76° 13' 31" E CEL Λ Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ DRAINAGE EASEMENT Λ BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ Λ Λ R=47.00' ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ Λ 8 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER S 77 ARE TAX D PAR Λ L=51.51' WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ E Λ Λ LAN Λ Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ Λ 3 Λ Λ E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIRE Λ " ' 43 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ° 37 64.77' Acr Λ Λ Λ 2 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS LOT Λ °4 Λ 8 SHOWN BY THESE DRAWINGS. DISTURBANCE AREA Λ N7 Λ Λ Λ Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW NEW POSE W Λ YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS ' 03 Λ Λ at DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 262 028 er 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ Λ Λ "W Λ Λ Λ 7' Copyright DTS Provident Design Engineering, LLP 2025 Λ = 6. .6 All rights reserved. Cou PRO 53 Λ A= Λ E 2 LAN Λ NOT FOR CONSTRUCTION rse Λ Λ Λ FIRE "W Λ Λ ' 03 Λ 37 Λ ° Λ 7 Ston S 7 .77' Λ e Ma Λ Λ sonrR 64 Λ 9 AD yeta RO Λ i Λ ning Λ D 02 ON Λ MP E 35/2 Wa Λ ll Λ O Λ CR OUT Λ Λ R Λ Λ Λ S 14° 16' 59" E Λ Λ Λ 25.70' Λ R=34.00' Λ Λ Λ L=49.52' Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 30.0 Λ Λ 18.5 Λ 7 Λ ' Λ Λ ' Λ Λ Λ Λ Sto MOD CONKLIN AVENUE Λ Λ 10 Λ PROPERTY LINE n Λ e Wall (TYP.) Λ Λ PARCEL 2 - Λ Λ SITE LAYOUT PLAN Stop Bar /20 2 O AD D R 5 UTE 3 R-10 O ON R Pier Gr a P vel M Swa CRO 30. le N 69° 09' 32" E 0' 11.27' Sto ne SP-1.2 all W N 79° 23' 56" E 150.32' INV Stop =36 OGDEN AVENUE Bar C 15" 3.56 30' FRONT RC P YARD SETBACK A/B INV . EXPIRES 7/31/26 /C= 64.0 3 2 Page 169 JEAN JAN LATNLANEE T E 299.94' N 78° 14' 00" W 299.4 5' 410 396 EVERGREEN MANOR 100' WETLAND BUFFER Town of Cortlandt, New York 412 0" W N 64° 59' 0 398 0" W 5' 3 400 100' NONDISTURBANCE AREA 0° 3 6 39 100' NONDISTURBANCE AREA 414 S3 CB-E34 CB-E33 RIM 399.96 RIM 399.98 398 INV. 395.71 Out INV. 395.22 In INV. 395.22 Out DMH-E32 RIM 398.85 TW=412.0 R-10 398 INV. 394.26 In FG=411.0 INV. 394.26 Out 8 39 YD-E31 24 L F of DI-E31 OWNER / APPLICANT Λ RIM 410.50 Λ Λ 15" HDP Λ RIM 398.25 INV. 407.00 Out U E@ OCS-12 BASIN #10 T.O. NIT #46 Λ 2.00 71 LF of 15" HD INV. 393.72 In % RIM 393.16 W V.S. CONSTRUCTION CORPORATION Λ PE @ 1.36% B.F.= .=411.5 8 INV. 393.72 Out INV. 388.91 Out 2+7 Λ G.F.= 403.17 0 INV. 393.72 Out 37 CROTON DAM ROAD Λ D TUCKUNDER 4.5% Λ 402. OSSINING, NY 10562 S ES-12 BASIN #10 50 396 Λ BUILDING U T.O. NIT #45 RIM 394.50 Λ 3% U T.O. NIT #47 INV. 392.98 In W Λ IVE B.F.= .=412.5 W Λ G.F. 404.17 0 G.F.= .=402.1 Λ PLANNER, CIVIL ENGINEER, LANDSCAPE 38 B.F.= 401.50 7 =403 PROPERTY LINE, Λ L RETAINING WALL R M F .50 Λ 2% 393. RIVE UNIT 4% ARCHITECT of TOR 17 Λ (TYP.) CCKK DD 15 T.O. # 44 (TYP.) Λ W " B.F.= .=414.5 S HD Λ 15" U T.O. NIT #48 DTS PROVIDENT PE G.F.= 406.17 0 Λ Λ Λ  @ Λ ATARMAARA W Λ 40 N 11° 58' 00" E UNIT 5.50 G.F.= .=403.6 1.9 Λ 4.5% Intelligent Land Use Λ TW=414.5 B.F.= 403.00 7 | Λ Λ 8% T.O. # 43 Λ Λ FG=413.5 W 394. B.F.= .=415.5 DTS Provident Design Engineering, LLP CA #: 0017846 Λ Λ 67 G.F. 407.17 0 One North Broadway Λ Λ 2.5% TAM | YD-E30 Λ =406 U White Plains, NY 10601 T.O. NIT #49 30' SIDE YARD SETBACK/ 15" S Λ RIM 413.00 .50 3% W TORM Λ G.F.= .=405.6 | INV. 405.92 In RM 2+0 Λ 0 B.F.= 405.00 7 INV. 405.92 Out NONDISTURBANCE AREA STO Λ 396. Λ 5" S 1 R-10 U T.O. NIT #42 TOR 67 Λ 15" 416 CB-E29 27 EL. 3 EA M 4% LF CONTRACT VENDEE Λ of 1 RIM 406.74 W.= 92) U TOM N AR 5" H B.F.= 418.0 T.O. NIT #50 Λ ES-13 EXIST WL R-40 | INV. 403.50 In DP G.F.= 409.67 0 Λ E@ W RIM 389.97 LENNAR CORPORATION G.F.= .=407.1 INV. 403.50 In 4 -2.5 Λ 6% (BOT TENTIO 409. 39 1% INV. 388.45 In TUCKUNDER | Λ CB-E28 U 0 0 57 LF B.F.= 406.50 7 2465 KUSER ROAD, FLOOR 3 T.O. NIT #41 Λ o f 15 BUILDING RIM 406.93 1+0 "H 398. HAMILTON, NJ 08690 Λ INV. 402.83 In W 0 DP 17 B.F.= .=419.5 E@ Λ RE INV. 402.83 Out -1.7 Λ G.F.= 411.17 0 CB-E28 7% BIO Λ RIM 406.93 410. 6% ARCHITECT - PARCEL 2 418 | Λ 50 INV. 402.83 In Λ INV. 402.83 Out 20 LF of 15" HDPE @ -15.36% U 396 T.O. NIT #40 Λ HOLLIDAY ARCHITECTS | Λ W 30' SIDE YARD SETBACK/ B.F.= .=420.5 JACKSON COMMONS Λ 0 G.F. 412.17 0 NONDISTURBANCE AREA 5.5% | M MOONO | Λ 0+0 LIMIT OF = 411 SUITE A4 Λ 363.59' PPR DISTURBANCE, .50 Λ U 30 JACKSON ROAD T.O. NIT #39 0+ R TYP. Λ N | W 00 UU | 4.5% MEDFORD, NJ 08055 O B.F.= .=421.5 U Λ T.O. NIT #51 M DED 4.5% Λ G.F.= 413.17 0 PP W EL. 3 EA Λ G.F. .=411.6 M OOSES 4 12. E M UT) Λ 96) UNI TOM N AR 50 LAND USE ATTORNEY MAA = N B.F.= 411.00 7 GNG T.O. T #38 E Λ NLANLI TNT W LANEOLIA O LKO Λ B.F.= .=422.5 3% 402. (BOT TENTIO E A 420 67 ZARIN & STEINMETZ Λ G.F. 414.17 0 Λ (WA | =413 U 81 MAIN STREET | Λ T.O. NIT #52 PROPERTY LINE, YD-E23 UNIT .50 2% Λ RIM 418.40 WHITE PLAINS, NY 10601 RE W TYP. Λ INV. -0.62 In T.O. W #37 G.F. .=412.6 T) Λ B.F.= .=423.5 BIO = B.F.= 412.00 7 STO KOU Λ INV. -0.62 Out G.F.= 415.17 0 SURVEYOR Λ 403. RM TW=420.0 67 Λ 414. L 50 Λ FG=419.0 2% (WA DANIEL T. MERRITTS, PLS | 3% | UNIT Λ YD-E24 T.O. W #53 R-40 394 BEDFORD ROAD Λ 15" DMH-E22 G.F. .=414.6 RIM 418.50 100' NONDISTURBANCE AREA Λ RM Λ RIM 414.30 UT) INV. -0.62 In 15" 3S+T0OR = B.F.= 414.00 7 MOD PLEASANTVILLE, NY 10570 Λ Λ U STO INV. -0.62 In T.O. NIT #36 0 M Λ INV. -0.62 Out 4% | LKO W INV. -0.62 Out 405. BY Λ ' B.F.= .=424.0 .54 RETAINING WALL 67 15" Λ WETLAND CONSULTANT G.F. 415.67 0 (WA Λ 15 (TYP.) ES-11 BASIN #10 U 0 Λ 432 T.O. NIT #54 PROPERTY LINE, 2% 396 JULY ELLA GED =415 Λ "S 1+0 TW=404.0 RIM 391.52 Λ YD-E25 . 0 TIM MILLER ASSOCIATES, INC. Λ TYP. U 0 TO W Λ G.F. .=415.6 INV. 390.00 Out RIM 419.50 T.O. NIT #35 FG=398.0 Λ T) R W.= = 10 NORTH STREET B.F.= 415.00 7 M Λ INV. -0.62 Out U TW=421.0 B.F.= 424.0 M Λ COLD SPRING, NY 10516 LAB S FLAG LKO 5 DI-E20 G.F. 415.67 0 406. TOR Λ 67 202 FG=420.0 Λ RIM 411.00 =415 Λ 5% DI-E26 (WA Λ INV. 399.35 In S .00 Λ RIM 404.00 21+5"0STO Λ 15" INV. 399.35 Out Λ U 0 R Λ T.O. NIT #34 DMH-E21 M INV. 393.00 In Λ 14, Λ W INV. 393.00 In TUCKUNDER Λ 300 B.F.= .=423.0 RIM 414.78 Λ D 2% INV. 393.00 In Λ CB-E27 G.F. 414.67 0 4.5% INV. 407.69 In BUILDING Λ 4+40+ 100' NONDISTURBANCE AREA Λ RIM 406.40 INV. 393.00 Out LAN =414 INV. -0.62 InU Λ T.O. NIT #55 Λ . 00 INV. 397.27 Out N 74° 35' 00" W Λ U ES-7 EXIST WL TW=420.5 W Λ T.O. NIT #33 G.F. .=415.1 Λ INV. 401.81 Out INV. 396.00 In 144.90' Λ FG=419.5 W UT) Λ B.F.= .=422.0 = B.F.= 414.50 7 Λ WET Λ G.F.= 413.67 0 6 4% Λ ALKO 39 406. Λ 394 Λ 41 3. CB-C9 UNI 00 17 Λ OCS-8 BASIN #6 RIM 399.99 T.O. T #32 Λ UNIT RIM 399.72 T) (W TW=407.0 INV. 393.82 In W B.F.= .=421.0 4.5% 10 T.O. Λ TW=419.5 #56 INV. 396.78 Out TW=396.0 Λ TW=398.0 CB-C8 0' G.F.W=4.=413.67 FG=397.0 Λ G.F.= 412.67 0 Λ 410 FG=418.5 RIM 399.96 Λ FG=394.8 WEB.F. 13.00 FG=394.9 Λ 412 Λ INV. 393.32 In PROPERTY LINE, KOU CB-E17 UNIT .00 7% TL=A404.67 Λ RIM 408.20 TW=396.0 INV. 393.32 In T.O. 100 412 # Λ 31 INV. 393.32 Out BW=413.0 ND INV. 404.31 In W 4% FG=394.3 WAL 0 Λ B.F.= .=420.0 'W 42 (TYP.) Λ INV. 404.31 Out FG=412.0 Λ UNIT G.F.= 411.67 0 BU ETL Λ INV. 404.31 Out Λ T.O. W.= #57 AN UT) ( 411. 00 4.5% 4 FF Λ DB G.F. =41212.67 ER Λ UFF Λ 39 L B.F.= .00 Λ RETAINING WALL ER LKO Λ 403. RO Λ Fo THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ 67 (TYP.) Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. DI-E17 TW=414.0 Λ f 15 U 414 (WA T.O. NIT #30 1-800-962-7962 OR 811 Λ A Λ RIM 404.00 FG=409.0 " HD Λ W S CB-E18 B.F.= .=419.0 Λ DD INV. 398.00 Out Λ 394 RIM 408.99 Λ PE G.F.= 410.67 0 DMH-E35 Λ OCS-7 BASIN #5 Λ INV. 404.80 In @2 Λ RIM 403.00 410 RIM 399.86 UNITS #76 Λ TW=403.0 UNIT .00 Λ INV. 397.00 In INV. 396.92 Out LIMIT OF Λ .01% FG=396.2 398 T.O.W.=409.6 "W Λ T.O. 6% 7 W.= #29 INV. 397.00 Out Λ DISTURBANCE, Λ PIPE 3% G.F.=409.00 Λ B.F.= 419.0 TYP. ' 00 TW=398.0 S Λ INV. 396.0 Out G.F.= 410.67 0 B.F.=400.67 Λ FG=394.9 TW=412.0 T.O.W.=401.17 TW=403.0 6 410 T.O.W.=402.17 Λ 15" STORM G.F.=400.50 UNIT .00 1° 0 FG=407.0 T.O.W.=402.17 B.F.=392.17 6.5% CB-C7 G.F.=401.50 Λ UNIT #65 FG=396.1 B.F.=393.17 UNIT #66 • G.F.=401.50 B.F.=393.17 RIM 399.54 UNITS #77 Λ T.O. W #28 UNIT #67 TUCKUNDER • 15" STORM T.O.W.=403.17 S3 Λ INV. 391.83 In B.F.= .=419.0 T.O.W.=404.17 T.O.W.=408.1 S •• NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED G.F.=402.50 15" STORM BIO Λ 7 B.F.=394.17 BUILDING G.F.=403.50 4.5% G.F.= 410.67 0 0" E B.F.=395.17 UNIT #68 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UNIT #69 T.O .=401 67 RET G.F.=407.50 Λ •• 15" S ES-E19 ES-5 BASIN #5 TORM DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE UN 401. 410. EN Λ G.F .=392. •• 00 ARIM TIO INV. 394.93 Out B.F.=399.17 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND .W. N 18° 07' 0 REA405.52 B.F Λ UNIT 5% IT # SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER NIn TW=400.0 •• T.O .=400 67 INV. 404.00 T.O. Λ # 2 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. = 7 UN .=400. 0 W FG=394.9 B.F.= .=419.0 Λ •• G.F .=391. 61 7 418 UNITS #78 .W •• B.F WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ G.F.= 410.67 0 IT # •• . MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL T.O.W.=406.6 T.O .=400 67 Λ 0 6 7 •• 5L 410. DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 0 UN .=400. 0 Λ •• 60 7 G.F .=391. 15 00 G.F.=406.00 TW=410.0 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS T.O .=399 67 4% .W Fo B.F •• " 4% Λ C-SW ST •• IT # SHOWN BY THESE DRAWINGS. UN .=399. 0 .0 2% f1 B.F.=397.67 G.F .=390. FG=405.0 Λ O •• 6 4.5% TW=404.0 .W RM 2.5% B.F •• 5" Λ CB-E16 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW IT # 59 7 V •• HD 7% FG=397.0 4.5% YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS •• Λ 8" P RIM 408.40 PE DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION .0 •• Λ 58 7 •• INV. 401.50 In 6 UN UNITS #79 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ 5.0% T.O.W IT #26 @ •• INV. 401.50 Out TW=408.0 BIO •• .0 8% PIPE T.O.W.=405.1 Λ 8.2 6 .= RET •• B.F.=4 419.00 FG=397.0 7 CB-C12 •• E Λ 4.5% 0 INV. 397 Out ARE NTION G.F.=404.50 .00% % 402.49 •• RIM 402.72 Copyright DTS Provident Design Engineering, LLP 2025 G.F.= 10.67 Λ 2.5% 4.5 •• M TUCKUNDER •• A B.F.=396.17 All rights reserved. Λ INV. 398.57 Out TOR 410.0 % E @ -2 •• OCS-9 BASIN #8 0 Λ S BUILDING UNIT S •• RIM 405.15 NOT FOR CONSTRUCTION Λ 15" S T.O.W #25 TW=401.5 1.0 0% Λ INV. 397.44 Out •• 5" HDP .= E@ UNITS #80 7% B.F.=4 419.00 FG=398.0 Λ P TW=402.5 S 1 •• CB-MA12 HD 3. 00 CB-MA9 C T.O.W.=403.6 4.5 RM Λ G.F.= 10.67 5" ' WE RIM 399.71 of 1 FG=398.5 5.5% 7 408 TW=408.0 •• • O RIM 397.71 Λ f1 % D 410.0 5% ST LF G.F.=403.00 ' TLA .76 INV. 395.50 In INV. 392.05 In 92 • Λ 0 " 25 LF o FG=397.0 A 15 N 19 LF of 15" HDPE @ 8.00% B.F.=394.67 Λ UN INV. 392.05 Out DB TW=401.0 E O T.O.W IT #24 308 Λ PE @ -2.00% UFF R .= FG=398.0 B.F.=4 419.00 Λ TW=406.0 ER 4.5% % CB-E3 DI-ES15 HDPE @ 1.00 Λ 2.9% G.F.= 10.67 0% UNIT #81 ROAD RIM 408.23 -2.0 69 LF of 15" RIM 399.10 FG=403.0 Λ 410.0 E@ 5.0% INV. 396.00 In 0 DP T .O .WIn.=402.67 7% Λ INV. 401.26 In UNI T 5" H 406 INV. 396.00 399 CB-C11 Λ T.O.W #23 INV. -0.62 In of 1 G.F.=402.00 26 LF of 15" HD LF Λ .= INV. 401.26 Out 100 CB-C10 RIM 400.59 B.F.=4 419.00 5.5% TW=408.0 6% B.F.=393.67 Λ RIM 400.16 INV. 397.65 In BIO RE EA G.F.= 10.67 S FG=406.0 PROPOSED 25 FT. WIDE Λ 410.0 INV. 396.96 In INV. 397.65 Out UNITS #70 S TW=403.0 Λ U N 0 WATER EASEMENT CB-C6 INV. 394.83 Out T.O.W.=400.6 4+00 T.O.W IT #22 Λ RIM 399.21 FG=402.0 AR OCS-6 BASIN #4 7 3.5% 12" STORM 4+85 TENTIO Λ 4.5 S .= CB-MA11 INV. 391.31 In G.F.=400.00 B.F.=4 419.00 ROAD B Λ INV. 389.70 Out % T.O F.=401 .17 RIM 398.00 INV. 391.31 Out DI-B2 G.F.= 10.67 B.F.=391.67 Λ 0% UNI .=402. 0 INV. 394.40 Out INV. 391.31 Out RIM 401.00 G. Λ 410.0 6% .W DI-E13 B.F. 68 LF of 15" HDPE @ -2.0 INV. 398.00 Out 40 S 0 4.5% N Λ T #6 17 53L RIM 409.95 4% UNIT UNITS #82 T.O F.=400 .92 2 Λ ES-4 BASIN #3 INV. -0.62 Out T.O.W #21 398 = UNITS #71 UNI .=400. 0 Fo 15" S UN 3 T.O.W.=400.1 G. =391 Λ T.O.W IT #14 . TOR INV. 388.01 In B.F.=4=419.00 .W | 4 7 B.F. 93 T.O.W.=399.6 f 15 M Λ 7 4.5% G.F.=399.50 .5 T #6 67 .=410 OUT) G.F.= 10.67 ES-2 BASIN #3 ORM Λ "H T.O .=399 7 G.F.= .17 G.F.=399.00 B.F.=391.17 R-40 UNI .=399. 0 Λ 410.0 INV. 380.64 In DP 4 B.F.= 09.50 G.F .=390.6 0 2.5% B.F.=390.67 3 | .W Λ OCS-5 BASIN #3 B.F T E (WALK 15" S 401.1 .0 Λ T #6 67 @ RIM 395.05 | 7 RETAINING WALL Λ 2.0 INV. 389.96 In UNITS #83 2.00% UNITS #72 Λ UN 2 0% 7% INV. 389.96 Out T.O.W.=398.6 (TYP.) T.O.W IT #13 CB-MA10 Λ .0 U T.O.W.=398.1 4.5% 7 CB-A1 T.O. NIT #20 RIM 397.92 Λ . 7 E@ 4.5% G.F.=398.00 G.F.= =411.17 OUT) ES-9 BASIN #2 -SW RIM 386.86 G.F.=397.50 Λ W RIM 400.39 INV. 393.35 In B.F.= .=420.5 4 B.F.= 10.50 " HDP B.F.=389.67 INV. 381.12 In Λ 15" S INV. 393.10 Out C B.F.=389.17 PARCEL 2 - INV. 398.87 Out 430.41' TORM G.F. 412.17 0 402.1 | Λ 8" PV INV. 381.12 Out (WALK .64% TUCKUNDER 5.5% 7 Λ =411 | of 15 BUILDING .50 UNITS #84 Λ 2% " HDPE @ -4 MATCHLINE (SEE SHEET SP-2.2) U T.O. NIT #19 UN UNITS #73 MATCHLINE (SEE SHEET SP-2.2) SITE GRADING & Λ 79 T.O.W IT #12 85 LF 7.0% 52LF of 18" HDPE @ 2.00% PROPOSED SNOW T.O.W.=397.1 LF 7 Λ W T.O.W.=396.6 100' WETLAN TW=397.0 B.F.= .=420.5 2.88% . G.F.= =412.17 7 OUT) G.F.=396.50 of 3% Λ STORAGE AREA DRAINAGE PLAN 1 G.F.= 412.17 0 G.F.=396.00 FG=396.0 | 5" | ES-3 BASIN #3 Λ 3.5% 411.5 ES-8 BASIN #2 EASEMENT (TYP.) B.F.=388.17 H B.F.=4 0 Λ INV. 388.37 Out B.F.=387.67 DPE @ DP 411. 169 LF of 15 INV. 388.06 In 3+00 03.17 418 WALK 50 Λ OCS-2 BASIN #2 CB-B5 E | | 400 @ U R-10 Λ T.O. NIT #18 | RIM 391.01 RIM 388.90 | -2 UNITS #85 Λ f 18" H .0 W B.F.= .=420.5 UN INV. 387.00 Out OCS-3 BASIN #3 UNITS #74 INV. 385.80 Out T.O.W IT #11 0% OUT) ( Λ 5.5% RIM 390.00 T.O.W.=395.6 | R-10 G.F. 412.17 0 T.O.W.=395.1 | 3% 7 Λ | . G.F.= =412.67 388.01 INV. 384.50 In 7 2.5% G.F.=395.00 85LF o =411 2% S Λ .50 412.0 INV. 384.50 Out G.F.=394.50 TW=395.0 Λ 24LF of 15" HDPE @ 2.00% U T.O. NIT #17 B.F.=4 0 OCS-4 BASIN #3 B.F.=386.17 B.F.=386.67 FG=394.0 Λ DMH-E14 03.67 (WALK W RIM 390.00 B.F.= .=420.5 Λ | D BUFFER RIM 409.96 INV. 385.82 Out BIO RETENTION AREA Λ | G.F. 412.17 0 4% CB-B4 "W INV. -0.62 In UN 2% UNITS #86 | Λ T.O.W IT #10 =411 5.5% INV. -0.62 Out (BOTTOM EL. 386) UNITS #75 RIM 391.68 0+ 4 UN .50 T.O.W.=394.6 Λ 68 LF of 15" HDPE @ 3.04% ' 20 T.O. IT #16 .=412 15" STORM3+00 3+20 T.O.W.=394.1 7 INV. 385.31 In 002 LF | Λ OUT) W G.F.= .67 7 G.F.=394.00 B.F.= .=419.5 INV. 388.18 Out Λ 4 B.F.=4 12.00 SP-2.1 ° 15 0 G.F.=393.50 B.F.=385.67 INV. 388.18 Out Λ G.F.= 411.17 WV WV o 03.67 5% 3 f1 B.F.=385.17 (WALK Λ | INV. 388.18 Out 410 | | 98 5" S 30 BOTTOM ION AREA 5% Λ | UNIT .50 396 WV 3% | HD EL. 392) 0+00 Λ 7.0 UN | T.O. T.O.W IT #9 P W #15 | Λ 5% E@ E@ B.F.= .=419.5 1+00 Λ Λ Λ Λ Λ . G.F.= =412.17 Λ 25 LF of 15" HD 15" STORM OUT) Λ ROAD A PE @ 2.00% 1.1 Λ G.F.= 411.17 0 EXPIRES 7/31/26 DP 389.99 DPE @ 2.87% OCS-1 BASIN #2 2+00 Λ 411.5 6% PE @ 1.14% RETENT Λ "H 410. 50 B.F.=4 0 RIM 394.91 03.17 (WALK f 15 Fo 0L Page 170 100 ' WET LAN D C OA UN B.F.=394.67 D E T.O.W IT #24 B UF R .= FG=398.0 B.F.=4 419.00 FER Λ 4.5% DI-ES15 CB-E3 TW=406.0 Λ 2.9% G.F.= 10.67 UNIT #81 ROAD RIM 399.10 FG=403.0 RIM 408.23 Λ 410.0 1 5.0% INV. 396.00 In 0 T .O .WIn.=402.67 7% Λ INV. 401.26 In UNI T 406 INV. 396.00 399 CB-C11 Λ T.O.W #23 INV. -0.62 In G.F.=402.00 Λ .= INV. 401.26 Out CB-C10 RIM 400.59 B.F.=4 419.00 5.5% TW=408.0 B.F.=393.67 6% Λ RIM 400.16 INV. 397.65 In BIO RE EA G.F.= 10.67 S FG=406.0 PROPOSED 25 FT. WIDE Λ 410.0 INV. 396.96 In INV. 397.65 Out UNITS #70 S TW=403.0 Λ UN 0 WATER EASEMENT CB-C6 INV. 394.83 Out T.O.W.=400.6 4+00 T.O.W IT #22 Λ RIM 399.21 3.5% FG=402.0 AR OCS-6 BASIN #4 7 4+85 TENTIO Λ 4.5 S .= CB-MA11 INV. 391.31 In G.F.=400.00 B.F.=4 419.00 ROAD B Λ INV. 389.70 Out % T.O F.=401 .17 RIM 398.00 INV. 391.31 Out DI-B2 G.F.= 10.67 B.F.=391.67 Λ UN .=402. 0 INV. 394.40 Out INV. 391.31 Out RIM 401.00 G. 393 Λ 410.0 6% .W DI-E13 B.F. EVERGREEN MANOR INV. 398.00 Out 40 S 0 4.5% N IT # Λ 53L RIM 409.95 4% UN UNITS #82 T.O .=400 2 2 T.O.W IT #21 Λ 398 ES-4 BASIN #3 UNITS #71 = INV. -0.62 Out UNI .=400. 0 F UN T.O.W.=400.1 64 7 G.F =391.9 Λ T.O.W IT #14 .= INV. 388.01 In of 1 .W | B.F.=4 419.00 7 B.F. T.O.W.=399.6 Λ 7 4.5% G.F.=399.50 .5 T #6 67 5" H . Town of Cortlandt, New York OUT) G.F.= 10.67 G.F.= =410.17 ES-2 BASIN #3 1 Λ T.O .=399 7 G.F.=399.00 B.F.=391.17 R-40 UNI .=399. 0 Λ 410.0 INV. 380.64 In DP 409.5 G.F .=390.6 0 2.5% B.F.=390.67 3 | .W B.F.= Λ 401.1 0 OCS-5 BASIN #3 B.F E@ (WALK .0 Λ T #6 67 RIM 395.05 | 7 RETAINING WALL Λ 2.0 INV. 389.96 In UNITS #83 UNITS #72 Λ UNIT 2 0% 7% CB-MA10 INV. 389.96 Out T.O.W.=398.6 (TYP.) T.O.W #13 Λ .0 U T.O.W.=398.1 4.5% 7 CB-A1 T.O. NIT #20 RIM 397.92 Λ . 7 4.5% G.F.=398.00 G.F.= =411.17 OUT) ES-9 BASIN #2 RIM 386.86 G.F.=397.50 Λ W RIM 400.39 INV. 393.35 In B.F.= .=420.5 410.5 B.F.=389.67 INV. 381.12 In Λ INV. 393.10 Out B.F.= 402.1 0 B.F.=389.17 INV. 398.87 Out G.F. 412.17 0 | Λ INV. 381.12 Out (WALK TUCKUNDER 5.5% 7 Λ =411 | BUILDING .50 UNITS #84 Λ 2% U UN UNITS #73 T.O. NIT #19 Λ T.O.W IT #12 T.O.W.=397.1 7.0% 52LF of 18" HDPE @ 2.00% PROPOSED SNOW 7 Λ W T.O.W.=396.6 1 TW=397.0 B.F.= .=420.5 .88% . G.F.= =412.17 7 OUT) 3% G.F.=396.50 Λ STORAGE AREA 0 MATCHLINE (SEE SHEET SP-2.1) G.F.=396.00 MATCHLINE (SEE SHEET SP-2.1) FG=396.0 G.F.= 412.17 0 | | ES-3 BASIN #3 Λ 411.5 ES-8 BASIN #2 B.F.=388.17 0 E@2 3.5% EASEMENT (TYP.) B.F.=4 0 Λ 411. INV. 388.06 In INV. 388.37 Out B.F.=387.67 3+00 ' 03.17 418 WALK 50 Λ OCS-2 BASIN #2 CB-B5 | | W 400 U P R-10 Λ T.O. NIT #18 | RIM 391.01 RIM 388.90 18" HD OWNER / APPLICANT | UNITS #85 Λ W UN INV. 387.00 Out OCS-3 BASIN #3 UNITS #74 INV. 385.80 Out E B.F.= .=420.5 T.O.W IT #11 OUT) ( Λ 5.5% T.O.W.=395.6 T RIM 390.00 | R-10 G.F. 412.17 0 T.O.W.=395.1 | 3% 7 Λ | . V.S. CONSTRUCTION CORPORATION G.F.= =412.67 L 2.5% f 388.01 INV. 384.50 In 7 G.F.=395.00 85LF o =411 2% S Λ TW=395.0 A .50 412.0 INV. 384.50 Out G.F.=394.50 37 CROTON DAM ROAD Λ 24LF of 15" HDPE @ 2.00% U T.O. NIT #17 B.F.=4 0 OCS-4 BASIN #3 B.F.=386.67 FG=394.0 N B.F.=386.17 Λ DMH-E14 03.67 (WALK W RIM 390.00 OSSINING, NY 10562 B.F.= .=420.5 Λ | D BUFFER RIM 409.96 INV. 385.82 Out BIO RETENTION AREA Λ | G.F. 412.17 0 4% UN INV. -0.62 In 2% UNITS #86 CB-B4 | Λ T.O.W IT #10 =411 5.5% INV. -0.62 Out (BOTTOM EL. 386) UNITS #75 RIM 391.68 0+ UN .50 T.O.W.=394.6 Λ T.O. IT #16 . 7 INV. 385.31 In G.F.= =412.67 3+00 3+20 T.O.W.=394.1 00 | Λ OUT) W B.F.= .=419.5 7 G.F.=394.00 INV. 388.18 Out PLANNER, CIVIL ENGINEER, LANDSCAPE Λ 412.0 G.F.=393.50 0 B.F.=4 0 B.F.=385.67 INV. 388.18 Out Λ G.F.= 411.17 WV WV 03.67 B.F.=385.17 5% 3 ARCHITECT (WALK Λ | INV. 388.18 Out 410. | | 98 (BOTTO ION AREA Λ | 50 396 WV 3% | U 0+00 2) T.O. NIT #15 Λ UN DTS PROVIDENT | T.O.W IT #9 | M EL. 39 Λ W 5%  B.F.= .=419.5 1+00 Λ Λ Λ Λ Λ . G.F.= =412.17 Λ OUT) Λ ROAD A Λ 0 Intelligent Land Use G.F.= 411.17 389.99 OCS-1 BASIN #2 2+00 Λ 411.5 ENT Λ OCS-F9 BASIN #7 410. B.F.=4 0 RIM 394.91 Λ 50 03.17 394.01 TW=393.0 DTS Provident Design Engineering, LLP CA #: 0017846 (WALK 3% INV. 384.94 In 3+00 DI-B4-1 Λ RIM 410.81 BIO RET FG=392.0 Λ CB-F12 3+56 RIM 402.10 One North Broadway S 394.00 INV. 384.94 Out INV. -0.62 Out 39 Λ RIM 401.14 INV. 399.00 In 2 394 • • White Plains, NY 10601 Λ INV. 396.53 In | | DMH-F4 0+00 0 Λ INV. 396.53 Out 2+0 T.O UNIT # RIM 409.32 2+00 Λ 1+00 S 0+72 ROA • INV. 399.69 In .W 8 Λ INV. 406.97 In B.F. .=417 S • Λ = G.F. 409.5 .83 4.5% DF INV. 399.69 Out @ 3.77% 5.5% CONTRACT VENDEE Λ =40 • 0 4% 4.5% DMH-MA2 418 Λ 8.83 388 6% 100' NONDISTURBANCE AREA 0 | U 42 Λ • 2% RIM 390.19 T.O NIT # S CB-A2 LENNAR CORPORATION Λ 3.5% .W 7 CB-MA6 INV. 382.71 In 4.5% 130LF of 18" HDPE B.F. .=417 | RIM 386.85 TW=393.0 Λ RIM 387.94 2465 KUSER ROAD, FLOOR 3 3% INV. 382.71 Out 6% 3% = G.F. 409.5 .83 Λ | INV. 381.84 In TUCKUNDER INV. 384.59 Out FG=388.0 HAMILTON, NJ 08690 Λ =40 0 INV. 381.84 Out PROPERTY LINE, T.O.W.=393.17 8.83 390 Λ BUILDING T.O.W=392.17 5.5% TYP. B.F.=384.17 G.F.=392.50 U B.F.=383.17 G.F.=391.50 4% T.O NIT # Λ T.O.W=391.17 UNIT #92 CB-A3 UNIT #93 B.F.=382.17 T.O.W=390.17 R-40 .W. 6 G.F.=390.50 3.5% Λ B.F.=381.17 G.F.=389.50 B.F. =417 ARCHITECT - PARCEL 2 T.O.W=389.17 RIM 391.40 UNIT #94 Λ B.F.=380.17 T.O.W=389.17 G.F.=388.50 UNIT #95 T.O.W.=390.17 G.F. =409.5 .83 402.14 T.O.W.=391.67 INV. 387.77 In G.F.=388.50 Λ UNIT #96 B.F.=380.17 4 T.O.W=393.17 G.F.=389.50 UNIT #87 B.F.=381.17 40 G.F.=391.00 5.5% B.F.=382.67 =40 0 HOLLIDAY ARCHITECTS UNIT #88 INV. 387.77 Out G.F.=392.50 T.O.W=393.17 Λ B.F.=384.17 UNIT #89 UNIT #90 8.83 G.F.=392.50 38 B.F.=384.17 Λ T.O UNIT # UNIT #91 6.5% JACKSON COMMONS B.F.= 409.00 7 6 Λ 6% G.F.= 409.6 .W. 5 Λ SUITE A4 T.O. NIT #4 B.F. =416 67 Λ G.F. =408.5 .83 (WALKOUT) (WALKOUT) (WALKOU TW=390.0 30 JACKSON ROAD Λ 400. G.F.= =408.67 W.= =40 0 T) (WALKOUT) Λ B.F.= 408.00 CB-F13 (WALKOUT) FG=385.0 T.O. NIT #3 G.F.= =407.67 7.83 MONUMENT MEDFORD, NJ 08055 67 4% U Λ 384 RIM 401.14 B.F.= 407.00 T.O. NIT #2 (WALKOUT) (W Λ 67 399. INV. 397.02 In ALKOUT) (WALKOU (WALKOUT) G.F.= 06.67 PROPOSED Λ CB-MA5 10'-0" MIN. T) 398. W INV. 397.02 Out (WALKOUT) LAND USE ATTORNEY B.F.= 406.00 U W=4 #1 H S RIM 387.97 67 SEPARATION, DMH-MA1 (1) W Y D U 1+00 INV. 384.01 In 402 W 30' SIDE YARD SETBACK/ UNIT 397. 386 RIM 385.63 PROPOSED 25LF WV 20 FT. V WV WIDE TYP. INV. 377.83 Out TW 384.0 ZARIN &AREA STEINMETZ WV of 15" HDPE @ 2.33% ??? DRAINAGE EASEMENT INV. 366.66 In NONDISTURBANCE WV 38 BW 371.8 CB-F15 4 INV. 365.00 Out 81 MAIN STREET T.O. 416 V 37 PROPERTY LINE, (TYP.) 3766..275 TC W RIM 405.30 Λ LIMIT OF Λ Λ Λ WHITE PLAINS, NY 10601 W Λ Λ Λ Λ RETAINING WALL Λ Λ V Λ 5 Λ Λ Λ INV. 401.70 Out + BC Λ Λ Λ RW-BEND Λ DISTURBANCE, Λ AREA TION Λ Λ Λ Λ (TYP.) 384.30 TW 380.7 Λ Λ Λ 47LF of 21" HDPE @ 33.82% Λ TW=378.0 Λ TW 382.5 Λ Λ S TYP. Λ Λ Λ CB-E14 384 Λ Λ BW 366.0 Λ SURVEYOR +44002.0Tw Λ w Λ Λ RW-BEND Λ Λ RIM 405.03 BW 368.5 FG=371.5 Λ ETEN Λ ΛΛ 0.0B Λ Λ Λ PROPERTY LINE, 376.75 TC Λ Λ 414 INV. 401.21 In TW 382.5 382 CB-MA3 Λ 378 Λ Λ 376.25 BC Λ Pitch Λ Λ Λ DANIEL T. MERRITTS, PLS Λ 380 Λ TYP. INV. 401.21 Out RIM 374.81 + Λ BW 370.0 376 412 402 BIO R Λ Λ Λ Λ INV. 361.01 In TW 390.0 394 BEDFORD ROAD Λ TW=389.0 Λ GR=37 Λ 376 Λ Λ Λ 5.4 Λ Λ Λ Λ 13'-0" INV. 364.00 Out 382 Λ 376 Λ Λ Λ Λ FG=380.0 h BW 374.0 PLEASANTVILLE, NY 10570 Λ 410 Λ Λ tc Λ Λ Λ Λ Λ Pi Λ 68 Λ Λ Λ Λ 402 Λ 375.5 TC 408 +34900.0Tw Λ Λ SEPARATION, w Λ 6 Λ Λ Λ Λ 378 Λ Λ 40 3 375.0 BC Λ 2.5B Λ 38 Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. Λ + Λ Λ 0 Λ Λ Λ Λ Λ Λ + 394 Λ 402 Λ 400 DMH-MA1 Λ 400 CB BM-9 WETLAND CONSULTANT Λ Λ 385..0w RW-3 Λ Λ Λ 4% Λ Λ Λ Λ TW=390.0 Λ TW=378.0 Λ 0Bw Λ Λ RIM 385.63 Λ RIM 383.50 20'-0" WIDE Λ Λ 0+00 DMH-MA4 Λ 378 0.9 Λ Λ Λ Λ 404 02 Λ Λ Λ INV. 374.30 In Λ FG=376.0 Λ INV. 379.13 In FG=372.0 Λ RIM 383.70 WATER MAIN EASEMENT Λ Λ TIM MILLER ASSOCIATES, INC. Λ 400 E@ Λ Λ Λ Λ 4 Λ Λ INV. 379.13 Out INV. 370.85 Out Λ Λ Λ Λ 384.67 TC INV. 362.03 In Λ Λ Λ Λ Λ 2.0% P 10 NORTH STREET Λ TW 380.5 Λ Λ Λ Λ HD INV. 362.03 Out Λ Λ Λ 383.97 BC Λ Λ TW 376.0 Λ 6 DI BM-10 Λ Λ Λ Λ BW 376.0 COLD SPRING, NY 10516 Λ 5" Λ 37 Λ Λ Λ Λ +33892.0Tw Λ Λ Λ RIM 384.50 BW 363.0 f1 w | Λ DEDICATED SNOW Λ Λ Λ Λ Λ 5.0B Fo Λ INV. 379.44 In 39 6 Λ Λ Λ 10 Λ Λ TW 379.0 Λ Λ STORAGE AREA, FINIS Λ 382 7L Λ +394 Λ INV. 379.44 Out Λ Λ Λ Λ 386..0w 0 ES-1 BASIN #1 10 Λ HED Λ 0 Λ 1+5 BW 369.0 Λ Λ TYP. Λ Λ 0B w 384 38 376.5 Λ FLOO Λ INV. 362.00 In Λ Λ Λ Λ + 4.9% Λ Λ 1+0 375.0 R: 37 Λ 3 Λ 0 37855..5Tw+ Λ Λ TW 377.5 Λ 8 Λ 385.64 TC + Λ 7.0 37 % Λ Λ 2.86 0Bw 8.4% | | 0 BW 369.4 Λ Λ Λ @ 385.14 BC DPE 37 BIO-RETENTION AREA FLA TW 377.0 Λ Λ 38 00 5" H PI: 20+70 2.0% 37 377.0 Λ 2+ Λ 3+00 73LF of Λ 1 DEV 8 BR-8 0 % W f F o +38. 0+5 4 BW 368.5 + T 40 L Λ 385.64 TC 49 LF of 15" HDPE @ 9.25 15" H HP 56 (8,029 SF) BEN Λ Λ 0 Λ R DPE +394 E 385.24 + 24 6 Λ @ 8. 385.14 BC G ABE 9 E Λ 37 386..0w 2 37 . 7% Λ 385 T CB-BM-8 Λ 12 Pitc 5% 3 Λ Λ WV E 0B w .7 0 N) 376 0 Λ Λ | @0 Λ LAN Λ + G Λ C RIM Λ 381.40 PI: 2+30+ .0Λ7 0 .0 SI +11. E SET RK IN DP 377.0 36 Λ 59 BA h 1.0% 2+50 384.50 Λ H Pitch 5" H WV 385.0 TC Λ INV. 378.00 In 38 Λ Λ | 404 L S FLAG 372 ED J LLA of 1 0+ Λ D 5% .3 F DI BM-12-2 Λ 5. 36 MA W 0.7 Λ EV O LF 0 E) INV. 378.00 In P 0T PI: 3 Λ 384.5 BC I 0 Λ V 41 INV. 378.00 Out : 2+15.4 w Λ Λ ELTOM 0 RIM 384.80 @ 3 + PI: 37745.0 TC E LIN Λ E D w E .0T Λ DP 0 9 00 35 Λ Λ INV. 381.50 Out Λ 385 Λ LP "H 35 .5 B L OT 26 LF of 15" HDPE @ 1.00% Λ CB-BM-7 4+ 3+ 9 15 LIMIT OF DISTURBANCE Λ 8 Λ + C Pi 385.00 + .0 35 1 | of 1 (B U Λ tc 36 = 40 Λ (RIDG 385.26 TC RIM 375.82 36 D LF h 385 385.63 40 50.6 Λ CB-BM-12 Λ PROPOSED 6" DIP Λ 37 35 L Λ Λ | INV. 372.00 In 60 Λ RIM 384.80 384.76 BC 0 (TYP.) 6 PI: 5% Λ 384.30 MOD 3% 3 Tw +37 00% Y WATERMAIN 00 3 5% + INV. 372.00 Out Λ 35 7 3+ 6 Λ INV. 380.24 In Λ 2.7 5.0 0.00 Λ 0.7 4 Pitc 37 3+9 FLOW SPLITTER TOW TW 375.0 74 2+00 h 1. 14 INV. 381.45 In E@ 386 Λ E@ Λ DP TW 370.0 E@ 6 TW 373.0 Λ INV. 381.24 In 5" H 384.50 BC DMH-BM-9 384 BW 374.0 Λ 37 + Pitch 38 2.0 7 f1 3767..0 TC G Λ , Fo DP | INV. 380.24 Out RIM 376.27 BW 36 366.0 BW 366.0 HDP ' I: 4+32. Λ 6L 385.90 w 5 BC Λ Λ 5 | 385.66 TC 2 P 6 + Λ "H 385.43+ Λ 3+50 INV. 371.91 In 5.0T 8 E 386.5 TC 3 CB BM-11 025 .5% 8 385.16 BC Λ " INV. 371.50 Out D H1 of 15 Λ Λ of 1 RIM 384.30 +000 Λ Λ +38 386.0 BC PIT C INV. 371.91 Out AX. .35+ B INV. 379.74 In THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 43 Beg Λ LF Λ 5+00 386 CUR BM BY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ LF 385.70 i INV. 379.74 Out386.35 45LF n R DMH-BM-8 Λ : 0 HCU 1 109 SH 386.15 TC CONNECT 1-800-962-7962 OR 811 370 PROPOSED 4'-0" HIGH 11 15 + FLU+S00. of 6 38 1+69.96 PI:376.27 Λ FLU RIM 386 Λ 00 Λ D TO EXIST 8" DIP Λ SP-6.1 386.65 BC 5 Λ "H INV. 369.00 In | BLACK VINYL CHAIN FENCE, | Λ DP WATERMAIN STUB Λ INV. 366.84 In PI: 406 E Λ Λ TYP. Λ @ Λ INV. 366.00 Out PROPOSED 0. 386 4+9 DI BM-21 % Λ 75 62LF of 15" HDPE @ 0.89% -4 4" DIP FIRE SERVICE Λ Λ Λ TW 367.0 2.5 Λ WP RIM 385.80 % PI: 1 DMH-BM-7 S 8.4 0+2 6 .5 30' FRONT YARD SETBACK w 3+6 Λ INV. 382.50 Out 3" DIP DOM. SERVICE DI BM-8-1 386.50 +38 RIM 374.80 BW 366.0 Λ 5 Λ . 35 .60 Λ 0 LIMIT OF 385.90 66 RIM 385.60 374 (SIZE TO BE CONFIRMED + 6 INV. 365.55 In HW-MA1 396 w Λ .0) 396.5 5Bw + 38 Λ INV. 382.50 Out 0% 6% .0T | PI: DISTURBANCE, TYP. INV. 365.55 Out BY MEP) Λ RIM 362.21 Λ 386.35 | w 38 7 Λ 1.0 0. 0 . INV. 360.00 In T 6.5B DMH-BM-6 406 1+0 Λ 4+0 @ 6 366 Λ Λ @ DI BM-12-1 RIM 373.27 PE ENERGY 10 FT. WIDE Λ PROPOSED 360 + PE D 8.Λ0 +38 INV. 365.00 In Λ RIM 385.90 "H DISSAPATOR, TYP. Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED DRAINAGE EASEMENT HD INV. 365.00 Out 15 INV. 381.77 In Λ 8 23LF of 15" HDPE @ 1.00% BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Pitch 1500 GALLON GREASE Λ of 9LF of 18" HDPE @ 1.00% " INV. 381.77 Out DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE f 15 354 RW-4 F Λ Λ 353 L FLOW SPLITTER Λ TRAP TANK P-3 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 64 DM BM-13-2 HDS-MA1 +(355.9) TC Λ N6ELF o ' SW Λ 8 DMH-BM-5 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 386 h 358 Λ 1+00 (355.4) RIM 385.50 6 (HYDRO-DYNAMIC SEPARATOR UNIT) Pitc 97'x WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ Λ FLUSH CURB, TYP. 352 35 TC + RIM 373.50 D 2 35 Λ CB-MA1 RIM 363.5 Λ E LA17 INV. 382.25 Out 6 EL. Pitc INV. 364.71 In 35 38 6.0 Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ GREASE TRAP 360 Λ RIM 364.39 INV. 360.09 In 5 386.02 TC h 7 386.00 INV. 364.71 In +38 Λ Λ +(354.9 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 353 M INV. 360.29 In INV. 360.09 Out ) TC SAMPLING MANHOLE Λ D DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF TTO0 00FIR 385.52 BC INV. 364.71 Out w 20LF of 18" HDPE @ 1.00% Λ HP Λ 5.0T Λ (BO 3+0 FFL. 386.5 (UPPER LEVEL) 29LF of 15" HDPE @ 1.00% INV. 361.01 In ES BM-1 354 354 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS Λ INV. 364.67 Out +38 71 Λ 387+ 78. 386 387 .5 TC SHOWN BY THESE DRAWINGS. 354 INV. 360.29 Out 387 0 +0C DISTURBANCE AREA FFL. 374.5 (LOWER LEVEL) w + INV. 351.00 Out Λ Λ B 0 38 .26 385.00 352 4+5 Λ Pitch 0 6.+010B 4. PI: Λ Λ 7 23LF of 15" HDPE @ 0.75% +37 U/G SAND LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW +(35 W 356 373.0Tw h Λ 4.4) YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ A TC FILTER c Λ at DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION t ARE i D er 354 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 6.5 P SYSTEM Λ Λ Λ Pitch : 7 354 5.6 + 4+83 (8'x20') ON 52L +386.0 0+5 Λ +(35 0 ES MA-1 PI: 0+0 3.7) Λ Λ PPRR UU M SW Fo MOO 358 I 0% Copyright DTS Provident Design Engineering, LLP 2025 TC ENT 0.5 +38 Λ All rights reserved. f 15 Cou 386.50 E@ Be Λ % P-5 Λ 6+99 E DP R-1 O h OPP M Pitc 0 RET 1.0 N 5" H 35 LAN "H gin Λ 408 PI: NOT FOR CONSTRUCTION +366 Λ f1 N rse 2 Λ Fo Asphalt DP +00 1+3 NTE Λ h DI BM-17 4.0 80L OOS NETNT PI: 0+79 : +37 .33 35 Pitc 4.2 SWP ' BIO ME Λ E 0+0 FIRE 1 .0Bw Λ 3 RIM 385.50 Λ @1 PLA 0 ESDE 5+0 INV. 383.00 Out M (35 0.0 OR Λ DMH-BM-4 -6 135 2 354 % 0.5 .7) 13.86 D PROPERTY LINE, DI BM-13-1 ST 350 Λ Drive TC + 354 15" E@ SW PROPOSED RIM 373.50 D " HDP 0 +53%7 RIM 385.50 f 15 Λ 0 6+99 +50 8' x 370 INV. 364.60 In 0LF o 8% (DOM.) 4" DIPOut Λ Λ INV. 382.25 4 3 45' Λ 9 0+60 1+00 AD MOD .0Tw (TYP.) INV. 364.50 In 0.8 D R-2 352 RO Λ 364 Λ DMH BM-2 Λ 7'x1 TE INV. DIP SANITARY 6"362.50 Out Λ PROPOSED D 0+0 0 360 352 PROPOSED 0.0 02 E@ ON Λ LAN 0+0 MP E 35/2 +39 Tw 2+0 397.5 Bw RIM 355.67 Λ 6" DIP (FIRE) P DMH-BM-16 SEWER CONNECTION in: Tw of 1 Bw W Λ 0 O Λ DP 5' S INV. 351.40 In Beg CR OUT .0 75 RIM 373.10 7.5 PROPOSED 10 FT. 352 56 2'x INV. OUT: 366.5 "H PI: Λ .5+ +37 INV. 351.40 Out 0 408 386.0+ 21 INV. 357.00 In R 5+5 +386. 6+7 Λ Λ 22 LF of 15" HDPE @ 1.15% LF 284 387. PI: 1+ WIDE DRAINAGE 5 374.00 Λ 4.6 4.0 INV. 357.00 Out Tw of 1 CROMPOND ROAD Λ 2 PROPOSED 6" DIP FIRE SERVICE 2 .9 49.2 +0 CB-BM-13 EASEMENT Λ PI: 1+ INV. 357.00 Out Λ 4.0 .0Bw LF 8 LF of 15" HDPE @ 17.87% 4 386 5" H Λ RIM 385.60 4" DIP DOMESTIC SERVICE Tw 0 D Λ 20.00 +37 DMH-BM-3 0 2+0 Λ INV. 382.00 In Λ IMPROVEMENTS PER COLLIERS 9.0 386 DP +364 (SIZE TO BE CONFIRMED BY MEP) DI BM-19 RIM 374.00 Λ 2.0%386.50.5+ PROPOSED INV. 382.00 Out Λ E@ +36 Λ AD RIM 373.30 INV. 361.50 In Λ Λ Λ INV. 361.61 In 6.4 INV. 357.34 In O Λ -15 Pitc Λ R FIRE HYDRANT, INV. 368.18 In Λ Λ h RELOCATE Λ +38 .08 % D .0 0 5.75 Λ SH 386.40 Λ TYP CB-BM-15 INV. 361.61 Out N 202 Λ E 0 @0 FIRE HYDRANT % RB Λ DP +0 Λ Λ 368 "H 2 O 6.4 CULU Λ Λ P 35/ RIM 385.70 24 LF of 15" HDPE @ 0.50% +38 0 RW-5 Λ DMH BM-16 of 6 Λ w Λ WV 7.0T F M Λ +38 INV. 383.12 Out 85L F 354 Λ Λ 386.40 RIM 368.10 +36 CRO OUTE CONNECT PROPOSED 8" Pitch Λ Λ Λ 00 INV. 383.34 Out 6.5 INV. 361.72 In Λ Λ - 7 386.25 +38 1+ TER D Λ INV. 361.72 Out 44 Λ 386 N 358 Λ R A Λ 386 .6 TC PL 370 LF Λ SW 0 7 Λ Λ of 7.4 WATERMAIN TO EXISTING .5+ .1 B 05' 0 RW-6I: 2+7362 360 Λ 15 1 6+ C 7 6' x 8" CIP W/ NEW 8"x8"x8" TEE Λ 385.63 TC " 386 P Λ HD SW Λ PI: 35 4 385.13 BC D Λ PE 35 386 4 6 373.50 36 4% Λ Λ PLA 2+5 6 @ 36 Λ DI BM-15-1 0.4 0.5 CONKLIN % AVENUE 1+ .0Bw 376 60" HDPE .0 0 Λ 386 Λ 10 RIM 385.7 NTE @0 5 35 @ 0% Λ 0 PROPERTY LINE 5% 82 .78 3 3+0 PARCEL 2 - 8 6.0+ INV. 383.34 Out 7 Λ PE 386.00 +3 (TYP.) Λ Λ R-8 387 38 2.2 HD w f Fo T Λ Λ 3 8 6 . 0 TC 7.0 85L 36 8 5" .5 B +37 SITE GRADING & DI BM-18 f1 .0+ C Fo RIM 383.20 Stop Bar +38 387 4L 50 0 INV. 378.39 In DRAINAGE PLAN 36 3+0 11 0 6.25 38 6+ INV. 378.39 Out PROPOSED 0 387 A D CONKLIN AVENUE FIRE HYDRANT 387 .5 TC DMH BM-19 O 4% 36 02 386 8.1 5/2 R RIM 387.00 @1 2 387.50 .0 B E 0 E 3 387 C DP 4+0 R-10 T D .25+ PI: 7 INV. 378.91 In 52 ROU 8 "H 0 8 37 ON SETBACK 387 3 INV. 378.91 Out of31 30' FRONTPYARD F 92L 3+6 387 384 .25+ G ra 36 387 .90 TC vel M 4 387.25 2 Swa 8.2 6 37 O .40 38 le 387.40 387.90 R BPCI 8 TR HMA 37 5 % LIMIT OF C : 3+ BEN PE @ 0.50 31103LF of 15" HD 4 36 7+00 .83 37 E 6 386 PI: 5+00 6 E 3+75 D 3+4 37 DISTURBANCE, C S 381.85 36 TYP. E 7 37 PI: 8 T 0 SP-2.2 4+6 EL = AVE 6.25 4 38 384 : 3+374.75 R PI: 5+63.98 0% 0.8 K 390 INV 5 0. % Stop =36 OGD @ 00 86 8 15" 3.56 3 37 IN NUE Bar C PE 6+ 384 30' FRONT 7 RCP 2 HD 2.00 " 8 EN f1 5 38 YARD SETBACK INV EXPIRES 7/31/26 37 o .A/B F 9L /C 4 =36 6 ' 4.02 Page 171 WETLAND BUFFER 5' 3 0° 3 100' NONDISTURBANCE AREA S3 SMH-E5 RIM:400.83 INV OUT:395.20 8" R-10 Λ Λ Λ Λ Λ Λ EVERGREEN MANOR 8 UNIT 2+7 Λ #46 Λ D Λ S Λ Town of Cortlandt, New York Λ Λ UNIT Λ #45 UNI Λ T #4 7 Λ Λ IVE Λ K DR Λ UNIT Λ #44 Λ R AC Λ Λ Λ Λ N 11° 58' 00" E UNI Λ T #4 Λ A | 8 Λ Λ TAM Λ Λ UNIT Λ Λ #43 Λ Λ | Λ Λ Λ UNI | 2+0 T #4 Λ 0 9 Λ OWNER / APPLICANT Λ Λ EL. 3 EA Λ V.S. CONSTRUCTION CORPORATION 92) TOM N AR UNI Λ | T #42 37 CROTON DAM ROAD Λ Λ UNI (BOT TENTIO OSSINING, NY 10562 | T #5 Λ 0 Λ 1+0 Λ UNI 0 Λ RE T #41 Λ PLANNER, CIVIL ENGINEER, LANDSCAPE BIO Λ | Λ ARCHITECT Λ Λ | Λ 30' SIDE YARD SETBACK/ UNI Λ DTS PROVIDENT 0 T NONDISTURBANCE AREA | M  MOONO | #40 Λ 0+0 LIMIT OF Λ 363.59' PPRR DISTURBANCE, Intelligent Land Use Λ TYP. 0+ Λ N | UNI 00 UU | DTS Provident Design Engineering, LLP CA #: 0017846 O Λ M DED T #3 Λ P 9 One North Broadway P EL. 3 EA Λ OO M UNI E M White Plains, NY 10601 T #5 Λ 96) TOM N AR SES N IP-W 1 E Λ TNT MAG Λ NOL (BOT TENTIO UNI Λ 8" D W IA LA T #3 Λ NE C-S 8 | | Λ PROPERTY LINE, V CONTRACT VENDEE Λ 8" P RE TYP. Λ UNI T #5 Λ BIO UNI 2 LENNAR CORPORATION Λ T #3 Λ 7 2465 KUSER ROAD, FLOOR 3 Λ HAMILTON, NJ 08690 Λ | | Λ R-40 Λ 100' NONDISTURBANCE AREA Λ UNI Λ 3+0 T #5 ARCHITECT - PARCEL 2 Λ Λ 0 3 Λ | BY Λ ' HOLLIDAY ARCHITECTS .54 UNIT Λ #3 JACKSON COMMONS Λ 6 0 Λ 432 PROPERTY LINE, JULY ELLA GED Λ 1+0 Λ UNI SUITE A4 Λ TYP. Λ T #5 Λ 4 30 JACKSON ROAD Λ UNIT Λ MEDFORD, NJ 08055 LAB S FLAG 5 #3 Λ 5 202 Λ Λ Λ Λ Λ 2+0 LAND USE ATTORNEY Λ 0 Λ Λ 14, Λ Λ 300 UNIT ZARIN & STEINMETZ Λ D Λ #3 Λ 4+40+ 4 81 MAIN STREET Λ LAN Λ Λ N 74° 35' 00" W WHITE PLAINS, NY 10601 Λ SMH-E4 Λ Λ 144.90' Λ RIM:409.51 UNIT UNIT Λ Λ WET #3 #55 Λ INV IN:393.32 8" 3 SURVEYOR Λ Λ Λ INV IN:403.00 8" Λ INV OUT:393.22 8" DANIEL T. MERRITTS, PLS Λ UNIT 10 Λ UNIT #56 SMH-C2 394 BEDFORD ROAD Λ 0' Λ #3 2 Λ RIM:400.03 PLEASANTVILLE, NY 10570 Λ WE Λ SMH-E4 Λ SMH-D1 INV IN:388.61 8" SMH-C3 TLARIM:404.71 Λ RIM:409.51 INV OUT:388.51 8" 100 RIM:401.50 Λ SMH-B4 INV IN:393.32 8" NDIN:392.80 8" WETLAND CONSULTANT Λ UNIT INV INV IN:394.58 8" 'W RIM:407.97 Λ Λ #3 1 INV IN:403.00 8" BU ETL Λ INV OUT:392.70 8" INV OUT:389.30 8" TIM MILLER ASSOCIATES, INC. Λ INV OUT:395.63 8" INV OUT:393.22 8" FF AN Λ ER DB 10 NORTH STREET Λ UNIT UFF Λ #57 COLD SPRING, NY 10516 Λ ER Λ SMH-C1 Λ Λ 8" D Λ IP-W RIM:398.99 Λ Λ M Λ INV IN:387.83 8" Λ S Λ UNIT INV OUT:387.73 8" Λ 8" M Λ #30 DIP Λ IP-W Λ -W Λ Λ M Λ LIMIT OF Λ 8" D "W Λ SMH-D1 Λ 8" DISTURBANCE, Λ PV UNIT #76 Λ RIM:404.71 TYP. ' 00 C- S Λ UNIT SW Λ #29 INV IN:392.80 8" 6 Λ INV OUT:392.70 8" 1° 0 UNIT #65 Λ UNIT #66 • Λ UNIT#67 • UNIT #68 S3 Λ UNIT #69 S UNIT BIO Λ • 2+96 0" E #28 RET UNIT #77 Λ • AR ENTIO Λ N 18° 07' 0 • Λ EA N 8" DIP-WM • Λ 8" PVC-SW Λ • UN UNIT • Λ #27 NEW FIRE HYDRANT • IT # Λ AND FUTURE WATER • Λ • UNIT #78 61 Λ C-SW • MAIN EXTENSION, TYP. UN • Λ 8" SMH-E3-1 (ALT) • 8" DIP, CL 54 • IT # Λ DI THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY V • RIM:408.59 • Λ (CAP END) 8" P PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. P- 6 1-800-962-7962 OR 811 Λ • W INV OUT:403.90 8" • 0 UN Λ M • BIO • Λ RET SMH-B3 IT # UNIT • UN • E Λ #26 ARE NTION 8" DIP-WM UNIT #79 RIM:402.05 Λ • • 59 IT # A Λ • INV IN:394.70 8" • Λ 58 2+00 W S S -S INV OUT:394.70 8" • Λ 8" PVC-SW VC Λ "P • UNIT 8 Λ # 25 100 • S Λ 'W • Λ UNIT #80 ETLA ' .76 WM • Λ IP- -SW ND Λ " D P VC SMH-E2-1 (ALT) 308 8 FUTURE SANITARY" NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BUF 8 Λ SEWER P-WM BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT RIM:408.39 F Λ 7+ UNIT #24 ER MAIN EXTENSION, TYP. DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ 77 INV OUT:404.00 8" SMH - MA6 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 8" DIP, SDR-35 Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER RIM:397.80 1 8" DI Λ (CAP END) WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. UNIT #81 Λ INV IN:390.24 8" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ UNIT INV IN:387.33 8" MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ #23 7+ BIO RE EA 005 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF S INV IN:391.53 8" PROPOSED 25 FT. WIDE Λ 50 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS S 2+20+ Λ INV OUT:390.14 8" M WATER EASEMENT SHOWN BY THESE DRAWINGS. W P- Λ FUTURE AR I TENTIO Λ 99 "D UNIT #70 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW S MAIN SANITARY SEWER LF 8 8 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ UNIT of " P #22 EXTENSION FUTURE SANITARY SEWER DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION Λ 8" V 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. NEW 8" Λ 1+00 W MAIN EXTENSION, TYP. DIC- S N -S Λ P SW UN GATE VALVE, TYP. C @ 8" DIP, SDR-35 Λ PV 1. IT # Copyright DTS Provident Design Engineering, LLP 2025 Λ (CAP END) 7+00 00 UNIT 8" | All rights reserved. Λ % # UNIT #82 UN 21 SMH-B2 64 UNIT UNIT #71 Λ #14 RIM:398.76 IT # NOT FOR CONSTRUCTION Λ | Λ 0+00 INV OUT:388.70 8" UN 63 Λ | IT # SMH-E2 ΛΛ RIM:410.96 62 8" DIP-WM Λ S INV IN:403.50 8" UNIT #83 Λ UNIT C-SW #13 UNIT #72 Λ INV OUT:400.32 8" 1+00 UNI THRUST BLOCK, Λ T #2 430.41' | Λ 8" PV 0 TYP. Λ | Λ 6+50 Λ PROPOSED SNOW Λ 100' WETLAN UNI 8" PVC-SW UNIT #84 Λ T #19 UNI T STORAGE AREA UNIT #73 #12 | | Λ EASEMENT (TYP.) ΛΛ | | R-10 Λ % | | DIP @ 3.00 Λ UNI Λ T | #18 | Λ | UNIT #74 UNIT #85 S Λ UNIT #11 Λ 128LF of 8" Λ U NI FUTURE WATER MAIN SMH-B1 6+00 Λ | T #1 BIO RETENTION AREA D BUFFER Λ | 7 EXTENSION RIM:389.27 0" W | Λ (BOTTOM EL. 386) INV IN:382.09 8" Λ UNIT #86 0+00 5' 2 | Λ INV OUT:382.09 8" U NI UNI T Λ T #1 #10 UNIT #75 Λ 0° 1 6 WV WV SMH-E1 Λ M | | | (BOTTO ION AREA RIM:409.02 Λ | IP-W WV | S3 SW 2) Λ INV IN:399.78 8" 8" DIP-WM | | M EL. 39 Λ VC- U NI 8" D Λ INV IN:400.42 8" Λ Λ Λ Λ T #1 FUTURE WATER MAIN Λ Λ 8" P Λ 5 INV OUT:399.68 8" UNIT 8" DIP-WM PARCEL 2 - Λ #9 EXTENSION ENT Λ Λ 5+50 Λ SITE UTILITY PLAN BIO RET FUTURE SANITARY SEWER Λ S S 8" PVC-SW Λ SMH - MA5 MAIN EXTENSION • • Λ 8" PVC-SW | RIM:393.83 | Λ INV IN:386.30 8" 8" PVC-SW Λ S • Λ UNI INV IN:375.63 8" SMH - MA5 (1) S T# • Λ 8 INV OUT:386.20 8" RIM:393.83 Λ 8" D • IP-W Λ 100' NONDISTURBANCE AREA M | INV IN:386.30 8" NEW 8" Λ • S INV OUT:386.20 8" Λ ' 00" E GATE VALVE, TYP. 80.44' S 68° 33' 00" E | UNI Λ T# 37.31' Λ 5+00 7 | Λ SMH-A1 PROPERTY LINE, N 19° 38 Λ TYP. % RIM:389.49 SMH-A1-1 Λ DIP @ 4.95 NEW FIRE HYDRANT UNI R-40 Λ RIM:390.05 UNIT #92 INV IN:381.97 8" UNIT #93 SP-3.1 UNIT #94 T# UNIT #95 Λ AND FUTURE WATER M 6 INV OUT:384.38 8" UNIT #96 INV IN:382.71 8" -SW Λ ' IP-W .41 MAIN EXTENSION, TYP. UNIT #87 8 IN Λ UNIT #88 INV OUT:377.13 8" VC 8"XDIP, 8 N CL 54 Λ UNIT #89 139LF of 8" 312 8" D 8" P (CAP IEND) UNIT #90 Λ -IN UNIT #91 UNI #4 CH Λ T #5 DU Λ UNIT CT EXPIRES 7/31/26 ILE Λ IRO N Page 172 100 ' WE ' TLA . 76 WM IP- ND 8" D 308 BUF FUTURE SANITARY SEWER P-WM RIM:408.39 F Λ 7+ UNIT ER MAIN EXTENSION, TYP. Λ #24 77 INV OUT:404.00 8" SMH - MA6 8" DIP, SDR-35 Λ RIM:397.80 1 8" DI Λ (CAP END) UNIT #81 Λ INV IN:390.24 8" Λ UNIT INV IN:387.33 8" Λ # 7+ 23 BIO RE EA 005 S INV IN:391.53 8" PROPOSED 25 FT. WIDE Λ 50 S 2+20+ Λ INV OUT:390.14 8" M WATER EASEMENT W P- Λ FUTURE AR I TENTIO Λ 99 "D UNIT #70 S MAIN SANITARY SEWER LF 8 8 Λ UNIT of " P #22 EXTENSION FUTURE SANITARY SEWER Λ 8" V NEW 8" Λ 1+00 W MAIN EXTENSION, TYP. DIC- S EVERGREEN MANOR N -S Λ P SW UN GATE VALVE, TYP. VC @ 8" DIP, SDR-35 Λ 1. P IT Λ (CAP END) 7+00 00 UNIT 8" | #64 Λ % #21 UNIT #82 UN UNIT #71 SMH-B2 UNIT Λ #14 RIM:398.76 Town of Cortlandt, New York IT Λ | #6 3 Λ 0+00 INV OUT:388.70 8" UN Λ | IT SMH-E2 Λ #62 Λ RIM:410.96 8" DIP-WM Λ S INV IN:403.50 8" UNIT #83 Λ UNIT -SW #13 UNIT #72 Λ INV OUT:400.32 8" 1+00 UNI THRUST BLOCK, Λ C T 430.41' #20 | Λ 8" PV TYP. Λ | Λ 6+50 Λ PROPOSED SNOW Λ 100 UNI 8" PVC-SW UNIT #84 Λ T #19 UNIT STORAGE AREA UNIT #73 #12 | | Λ EASEMENT (TYP.) Λ ' Λ | | W R-10 Λ @ 3.00% | | OWNER / APPLICANT Λ E UNI Λ T #1 T | | 8 Λ | L UNIT #74 UNIT #85 V.S. CONSTRUCTION CORPORATION DIP S Λ UNIT A #11 Λ 37 CROTON DAM ROAD 128LF of 8" N Λ U NI FUTURE WATER MAIN SMH-B1 OSSINING, NY 10562 6+00 Λ | D T #1 BIO RETENTION AREA Λ | 7 EXTENSION RIM:389.27 0" W | Λ BUFFER (BOTTOM EL. 386) INV IN:382.09 8" Λ UNIT #86 0+00 5' 2 | Λ INV OUT:382.09 8" UNI UNI T PLANNER, CIVIL ENGINEER, LANDSCAPE Λ T #16 #10 UNIT #75 Λ 0° 1 WV WV SMH-E1 ARCHITECT Λ M | | | (BOTTO ION AREA RIM:409.02 Λ | IP-W WV | S3 SW 2) Λ INV IN:399.78 8" 8" DIP-WM | | DTS PROVIDENT M EL. 39 Λ VC-  UNI 8" D Λ INV IN:400.42 8" Λ Λ Λ Λ T FUTURE WATER MAIN Λ Λ #15 8" P Λ INV OUT:399.68 8" UNIT 8" DIP-WM Intelligent Land Use Λ #9 EXTENSION ENT Λ Λ 5+50 DTS Provident Design Engineering, LLP CA #: 0017846 Λ BIO RET FUTURE SANITARY SEWER Λ S S One North Broadway 8" PVC-SW Λ SMH - MA5 MAIN EXTENSION • • White Plains, NY 10601 Λ 8" PVC-SW | RIM:393.83 | Λ INV IN:386.30 8" 8" PVC-SW Λ S • Λ UNI INV IN:375.63 8" SMH - MA5 (1) S T • #8 Λ INV OUT:386.20 8" RIM:393.83 Λ 8" D CONTRACT VENDEE • IP-W Λ 100' NONDISTURBANCE AREA M | INV IN:386.30 8" NEW 8" Λ • S INV OUT:386.20 8" LENNAR CORPORATION Λ ' 00" E GATE VALVE, TYP. 80.44' S 68° 33' 00" E | UNI Λ T# 37.31' 2465 KUSER ROAD, FLOOR 3 Λ 5+00 7 | Λ SMH-A1 PROPERTY LINE, HAMILTON, NJ 08690 N 19° 38 Λ TYP. % RIM:389.49 SMH-A1-1 Λ DIP @ 4.95 NEW FIRE HYDRANT UNI R-40 Λ RIM:390.05 UNIT #92 INV IN:381.97 8" UNIT #93 ARCHITECT - PARCEL 2 UNIT #94 T UNIT #95 Λ #6 AND FUTURE WATER M INV OUT:384.38 8" UNIT #96 INV IN:382.71 8" W Λ ' IP-W .41 MAIN EXTENSION, TYP. C-S UNIT #87 8 IN Λ UNIT #88 8"XDIP, INV OUT:377.13 8" HOLLIDAY ARCHITECTS 8 N CL 54 Λ UNIT #89 139LF of 8" V 312 8" D 8" P (CAP IEND) JACKSON COMMONS UNIT #90 Λ -IN UNIT #91 UNI #4 CH Λ T# 5 DU SUITE A4 Λ UNIT CT ILE Λ IRO 30 JACKSON ROAD Λ 8" P #3 VC N MONUMENT MEDFORD, NJ 08055 Λ 4+50 -SW UNIT Λ #2 PROPOSED Λ 10'-0" MIN. N 60 LAND USE ATTORNEY UNIT H S 0+0 ° 49 SEPARATION, #1 Y D 0 ' 00 W 386 "W PROPOSED 20 FT. WIDE WV V WV TYP. UNIT WV ZARIN & STEINMETZ DRAINAGE EASEMENT WV .0581 MAIN STREET 160 V SMHLINE, - MA4 37 PROPERTY (TYP.) 3766..275 TC W Λ LIMIT OF Λ Λ W Λ ' Λ Λ WHITE PLAINS, NY 10601 ΛΛ Λ Λ Λ V Λ RIM:383.75 5 Λ Λ + BC Λ Λ Λ Λ DISTURBANCE, Λ AREA TION Λ Λ Λ Λ Λ INV IN:379.30 8" Λ Λ Λ Λ Λ Λ S TYP. 1+00 Λ Λ Λ SMH-E1-1 384 Λ FUTURE WATER Λ Λ FUTURE SANITARY SEWER INV OUT:379.20 8" Λ SURVEYOR Λ Λ Λ Λ Λ ETEN S Λ ΛΛ RIM:407.64 Λ SERVICE LATERAL, TYP. Λ Λ SERVICE LATERAL, TYP. 376.75 TC 0 PROPERTY LINE, Λ Λ 382 Λ 378 4+0 Λ 376.25 BC Λ ΛΛ INV OUT:400.80 8" 2+00 Λ 8" DIP, CL 54 Λ 380 DANIEL T. MERRITTS, PLS Λ TYP. 8" DIP, SDR-35 + Λ Λ 376 BIO R Λ Λ (CAP END) Λ Λ Λ Λ (CAP END) 394 BEDFORD ROAD Λ 376 Λ Λ Λ Λ Λ Λ Λ 13'-0" 382 Λ 376 Λ Λ Λ 3+0 Λ Λ Λ Λ Λ Λ Λ Λ PLEASANTVILLE, NY 10570 Λ 0 Λ Λ Λ Λ Λ Λ 375.5 TC Λ Λ SEPARATION, Λ Λ Λ Λ Λ 378 Λ Λ 375.0 BC Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ TYP. Λ + Λ Λ Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ Λ RW-3 Λ Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ 20'-0" WIDE Λ Λ Λ 378 Λ Λ Λ Λ Λ Λ Λ 7 Λ Λ Λ WATER MAIN EASEMENT Λ Λ Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ Λ Λ Λ Λ 384.67 TC Λ Λ Λ Λ Λ Λ 10 NORTH STREET 50 Λ Λ SMH-MA5 Λ Λ Λ Λ % 383.97 BC 4+0 Λ Λ Λ 6 0 3+ Λ .56 Λ Λ Λ Λ RIM:383.30 Λ 37 COLD SPRING, NY 10516 Λ Λ Λ Λ Λ Λ Λ 10 | Λ DEDICATED SNOW Λ Λ NEW WATER MAIN Λ Λ INV IN:377.60 8" Λ Λ @ Λ Λ Λ 10 Λ Λ Λ Λ STORAGE AREA, Λ Λ P (8" DIP, CL 54) Λ Λ Λ Λ DI Λ 0 Λ Λ Λ 1+5 Λ Λ TYP. Λ Λ 8" Λ Λ Λ Λ Λ of Λ Λ Λ 1+0 Λ LF Λ 0 NEW Λ Λ Λ Λ 385.64 TC 00 Λ 2 Λ Λ 5+ 14 | | FIRE HYDRANT Λ Λ Λ 385.14 BC BIO-RETENTION AREA FLA Λ Λ 00 PI: 20+70 Λ 100. 2+ Λ 3+00 Λ DEV 8 BR-8 WE 0 ' +38. 0+5 TREEEEC Λ 385.64 TC 56 (8,029 SF) 00 BEENN Λ Λ 0 Λ Λ 385.24 3+ 385.14 BC G ABE AGG 9 Λ Λ T Λ 12 Λ Λ WV 3 376 Λ CL. 54 D.I.P. WATER Λ | Λ L Λ G Λ CHM PI: 2+30.0Λ7 +11. Λ SSE RA A Λ Λ MAIN, TYP. WV 385.0 TC Λ Λ | L S FL 0 ED LLA 0+ Λ D 5 Λ 2+ 384.50 E ND Λ W H Λ T PI: 2+ 00 PI: 3 Λ 384.5 BC Λ V Λ Λ 3 + PI: T 15.40 37745.0 TC Λ CL. 52 D.I.P. SANITARY M E A Λ 00 Λ Λ Λ Λ .5 B LE Λ J 4+ 3+ LIMIT OF DISTURBANCE Λ Λ SEWER PIPE, TYP. C | 385.00 L U Λ = Λ KRINK 385.26 TC D 50.6 Λ Λ Λ S LY 1 Λ Λ | = 4 Λ 384.76 BC (TYP.) PI: Λ 384.30 00 0 Λ 7 3+ Λ Λ 40 Λ 50 NEW HEAVY DUTY 3+9 TOW 2+00 I . 0 Λ N 2+ Λ 0 4 ASPHALT PAV'T Λ 384.50 BC 384 Λ 0 37 + 2.0 0 7 3767..0 TC Λ , | . (TYP.) ' Λ 8.0' 5 BC Λ 0 Λ 5 | 385.66 TC 202 PI: ' Λ Λ 3+50 E 386.5 TC 3 04+3 % 385.16 BC Λ D 6.79 Λ Λ +000 Λ Λ 386.0 BC SMH -MA3 (BM-3) Beg THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 5 2.1 Λ Λ 5+00 BY IP @ Λ Λ in: 386.35 RIM:371.19 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 0+0 386.15 TC PROPOSED 4'-0" HIGH 11 1-800-962-7962 OR 811 6 PI: 1+69.96 Λ 0 INV IN:364.20 8" Λ 8" D .00 Λ D Λ SP-6.1 386.65 BC Λ | BLACK VINYL CHAIN FENCE, | Λ INV OUT:364.10 8" F of Λ PI: Λ Λ TYP. Λ Λ 87L 4+9 Λ P-4 2+00 Λ Λ Λ Λ PI: SW 1 8.4 0+2 30' FRONT YARD SETBACK 3+6 Λ Λ 5.6 386.50 Λ Λ 0 LIMIT OF 66 0 Λ Λ | PI: DISTURBANCE, TYP. Λ Λ 386.35 | Λ 0 1+0 Λ 4+0 Λ Λ ENERGY 10 FT. WIDE S Λ PROPOSED S 76° 13' 31" E 8 Λ .Λ08 Λ SMH -MA2 DISSAPATOR, TYP. Λ DRAINAGE EASEMENT NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ 1500 GALLON GREASE BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ RIM:363.20 RW-4 Λ DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ) Λ TRAP TANK P-3 INV IN:358.20 8" 86.0 R=47.00' +(355.9) TC ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ ' SW Λ 8 S 77 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER INV OUT:358.10 8" Λ 1+00 (355.4) 7'x6 L=51.51' Λ E Λ FLUSH CURB, TYP. TC + D WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 3 9 Λ LAN Λ 1+50 EL. Λ Λ GREASE TRAP SMH - MA1 (BM-1) Λ 92L 386.00 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 386.02 TC Λ +(354.9 Λ "E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL E OM ) TC SAMPLING MANHOLE RIM:354.00 Λ Fo D 3 OTT 00 00FIR 385.52 BC 2' 4 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ° 37 Λ Λ Λ FFL. 386.5 (UPPER LEVEL) f 8" Λ .71 INV IN:348.90 8" °4 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS A (B 3+ Λ 387 .5 TC +78 0 8 +0C ' NONDISTURBANCE AREA FFL. 374.5 (LOWER LEVEL) SHOWN BY THESE DRAWINGS. Λ N7 Λ I: 0 DIP 385.00 4+5 Λ INV IN:348.90 6" 6.+010B Λ Λ P U/G SAND LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW +(35 387 INV OUT:348.80 8" @ Λ 4.4) ' YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ TC FILTER Λ 10.0 0 64 ARE D DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION SYSTEM Λ 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 3 Λ 5% Λ 4+83 (8'x20') .67 +55 ION " .77 Λ +(35 0 0 PI: 0+0 3.7) Λ Λ PPRR NNUU M W SW MOO TC ' Copyright DTS Provident Design Engineering, LLP 2025 ENT .67 Λ : 6+9 386.50 20 LF of 6" PVC @ 9.91% All rights reserved. Be 3 Λ P-5 Λ 25 E -1 DROP MANHOLE O ' O 1+P RET LAN gi Λ PI: TER 0+0 SMH - BM4 NOT FOR CONSTRUCTION Λ 0 P n: 0 1+3 9.33 Λ FES STR. S-32 0 S 0 O 4 FES STR. S-26A SWP ' BIO MM O .2 1 Λ FIRE RIM:374.00 N INV.(IN): 348.80 + Λ S 0 INV.(OUT): 348.70 PLA 0 0+0 Λ 00. ENE ESDE T INV IN:365.00 6" 5+0 (35 Λ -6 135 2.7 ) TC Λ 00 D INV OUT:353.00 6" FES STR. S-99 Λ SW 18" RCP + TN D Λ 0 349.05 6+99 +50 8' x Λ Λ 36 LF of 6" PVC @ 2.81% 45' Λ 9 0+60 1+00 AD MOD 71L D -2 RO Λ TER S 15" RCP Λ 7'x1 PROPOSED 6" DIP SANITARY Λ D 0+0 1+07 00.00 TWIN F 2 S N Λ LAN PO 35/20 of 8 + Λ WP PI: SEWER CONNECTION 'O' INLET STR. 0S-34 M in: Λ 0 CRO OUTE Λ ' S Beg352.66 "D Λ 18" RCP 5 INV. OUT: 366.5 GR: PROPOSED 10 FT. 352 'x 0+7 PI: 212 Λ .5+ R IP @ INV.(IN): 349.14 0+5 6+7 Λ Λ PI: 1+ 374.00 WIDE DRAINAGE Λ 4.6 SMH - INV.(OUT): BM5 9.9 349.14 P 5" RC Λ 2 49.22 0 2.8 1+00 EASEMENT 0 WIN 1 Λ PI: 1+ Λ 2+0 RIM:354.80 4 T Λ 6% R=34.00' 0 D Λ 20.00 0 INV IN:351.00 6" 2+0 Λ Λ 5+5 L=49.52' Λ INV OUT:349.90 6" Λ Λ 386.50 P Λ C Λ Λ R 5" Λ Λ Λ Λ 1 Λ 'F' INLET STR. S-35 S IN SMH - EX1 Λ 386.40 Λ Λ 0 TW Λ 2+0GR: 355.70 Λ Λ RIM:353.18 MH ST. S-26 Λ Λ INV.(IN): 351.03 RW-5 Λ Λ Λ WV INV IN:346.78 8" RIM: 352.66 Λ Λ INV.(OUT): 351.03 Λ 386.40 Λ Λ INV.(IN): 348.50 00 Λ 0+0 'K' INLET S-26B Λ Λ 7 ER- 1+ D Λ 386.25 T 'F' INLET STR. S-33 GR: 352.15 Λ 386 N Λ 0 A CONNECT PROPOSED 8" Λ 386 .6 TC PL GR: 352.41 INV.(IN): 348.53 Λ 30.0 W 0 5' S .47 Λ Λ WATERMAIN TO EXISTING INV.(IN): 348.89 18.5 .1 B INV.(OUT): 348.53 0 10 +77 Λ Λ 6+ C RW-6I: 2 INV.(OUT): 348.89 7 6' x 8" CIP W/ NEW 8"x8"x8" TEE Λ 385.63 TC ' P Λ SW Λ ' PI: Λ 385.13 BC D Λ 373.50 Λ Λ PLA 2+5 Λ Λ CONKLIN AVENUE 1+ Λ Λ 10 NTE 5 Λ 0 PROPERTY LINE Λ 82 .78 3+0 Λ 386.00 Λ (TYP.) Λ Λ R-8 387 PARCEL 2 - Λ Λ 386 .0 TC Λ .5 B 0 C 1+0 SITE UTILITY PLAN Λ P 50 0 RC 3+0 24" 6+ Λ 387 3 8 7 . 5 TC 387.50 .0 B 0 C 4+0 R-10 PI: D 3+6 387 387 .90 TC 00 387.25 8.2 0+ 30. .40 387.40 387.90 BPCI: 3 TREE C 5 BEENN N 69° 09' 32" E 0' 7+00 + 31.8 3 LIMIT OF 11.27' PI: 5+00 E 3+75 E D 3 DISTURBANCE, C +4 1 S H .57 S TYP. E -36 PI: ET KOGD R. S.56 M H S T N 79° 23' 56" E T SP-3.2 CP T 7 M 4+6 E NLE : 36 .64 AR "R 150.32' 'F' I GR ): 363 3.64 L E : 3+74.75 24 PI: 5+63.98 7+5 A 0.8 L= AVE .(IN : 36 00 INV(OUT) R 8 3=732 I 6+ N 30' FRONT . K INV NUE EN YARD SETBACK IN . 7 EXPIRES 7/31/26 020.'00' 0 Page 173 CONCEPT PLANT SCHEDULE 299.94' N 78° 14' 00" W SHADE TREES 3" - 3.5" CAL. 86 ACER RUBRUM `OCTOBER GLORY` - `OCTOBER GLORY` RED MAPLE 299. ACER SACCHARUM - SILVER MAPLE 45' GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` - `SKYCOLE` THORNLESS COMMON HONEYLOCUST LIQUIDAMBAR STYRACIFLUA `ROTUNDILOBA` - `ROTUNDILOBA` SWEETGUM LIRIODENDRON TULIPIFERA - TULIP POPLAR QUERCUS PALUSTRIS - SWAMP SPANISH OAK EVERGREEN MANOR PROPERTY LINE, TYP. QUERCUS SPP. - OAK SPECIES Town of Cortlandt, New York TILIA AMERICANA - BASSWOOD 0" W N 64° 59' 0 TILIA CORDATA - SMALL-LEAVED LINDEN 0" W 5' 3 ULMUS AMERICANA `NEW HARMONY` - `NEW HARMONY` AMERICAN ELM 0° 3 S3 ORNAMENTAL TREES 6` - 8` HGT. EXISTING TREE 59 AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY CANOPY TO REMAIN, BETULA NIGRA `BNMTF` - `DURA HEAT` RIVER BIRCH TYP. CARPINUS CAROLINIANA - AMERICAN HORNBEAM CERCIS CANADENSIS - EASTERN RED BUD CORNUS FLORIDA `CHEROKEE BRAVE` - `CHEROKEE BRAVE` DOGWOOD LIMIT OF DISTURBANCE, CRATAEGUS CRUS-GALLI VAR. INERMIS - THORNLESS COCKSPUR HAWTHORN TYP. CELTIS OCCIDENTALIS - HACKBERRY OWNER / APPLICANT Λ Λ Λ Λ CHIONATHUS VIRGINICUS - WHITE FRINGETREE Λ V.S. CONSTRUCTION CORPORATION Λ UNIT Λ 100' NONDISTRURBANCE AREA #4 37 CROTON DAM ROAD Λ 6 Λ OSSINING, NY 10562 Λ EVERGREEN TREES 6` - 8` HGT. Λ Λ UNIT 96 ILEX OPACA - AMERICAN HOLLY Λ #45 UNI JUNIPERUS VIRGINIANA - EASTERN RED CEDAR Λ T #4 PLANNER, CIVIL ENGINEER, LANDSCAPE 7 Λ PICEA GLAUCA - WHITE SPRUCE Λ PICEA PUNGENS - BLUE SPRUCE ARCHITECT Λ Λ PINUS STROBUS - WHITE PINE UNIT Λ #44 THUJA X `GREEN GIANT` - `GREEN GIANT` ARBORVITAE DTS PROVIDENT Λ Λ Λ  Λ Λ N 11° 58' 00" E UNI Λ T #4 Intelligent Land Use Λ 8 Λ Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 UNIT FOUNDATION / ACCENT PLANTING 18" - 24", 24" - 36" Λ Λ #4 One North Broadway Λ Λ 3 CEANOTHUS AMERICANUS - NEW JERSEY TEA Λ White Plains, NY 10601 Λ CLETHRA ALNIFOLIA - SUMMERSWEET CLETHRA Λ UNI T #4 ILEX CRENATA - JAPANESE HOLLY Λ 9 Λ ILEX GLABRA - INKBERRY HOLLY Λ ITEA VIRGINICA - VIRGINIA SWEETSPIRE Λ EL. 3 EA CONTRACT VENDEE Λ JUNIPERUS SPP. - JUNIPER SPECIES 92) TOM N AR UNI Λ T #4 PHYSOCARPUS OPULIFOLIUS - EASTERN NINEBARK Λ 2 LENNAR CORPORATION Λ UNI POTENTILLA FRUTICOSA - BUSH CINQUEFOIL (BOT TENTIO T #5 Λ 0 VIBURNUM DENTATUM - ARROWWOOD VIBURNUM 2465 KUSER ROAD, FLOOR 3 Λ BIORETENTION BASIN, HAMILTON, NJ 08690 Λ UNI TYP. Λ RE T #4 Λ 1 BIO Λ SLOPE PLANTING SHRUBS 24" - 36", 4` O.C. ARCHITECT - PARCEL 2 Λ Λ ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` - BRILLIANT RED CHOKEBERRY Λ HOLLIDAY ARCHITECTS Λ CORNUS SPP. - DOGWOOD SPECIES JACKSON COMMONS UNI Λ T #4 MON OPOSED COTONEASTER APICULATUS - CRANBERRY COTONEASTER Λ LIMIT OF 0 SUITE A4 Λ 363.59' DISTURBANCE, ILEX GLABRA `COMPACTA` - COMPACT INKBERRY PR Λ TYP. ILEX GLABRA `SHAMROCK` - SHAMROCK INKBERRY HOLLY 30 JACKSON ROAD Λ UNI U MEDFORD, NJ 08055 Λ T #3 MYRICA PENSYLVANICA - NORTHERN BAYBERRY M Λ 9 EL. 3 EA RHUS AROMATICA `GRO-LOW` - GRO-LOW FRAGRANT SUMAC Λ UNI ENT T #5 Λ 96) TOM N AR 1 VIBURNUM DENTATUM - ARROWWOOD VIBURNUM LAND USE ATTORNEY Λ Λ (BOT TENTIO UNI ZARIN & STEINMETZ Λ T #3 Λ 8 81 MAIN STREET Λ RESTORATION SEED MIX Λ WHITE PLAINS, NY 10601 RE Λ UNI RIGHT OF WAY NATIVE WOODS MIX WITH ANNUAL RYEGRASS (ERNMX-132-1) T #5 Λ BIO UNI 2 Λ T #3 AS PRODUCED BY ERNST CONSERVATION SEEDS SURVEYOR Λ 7 Λ Λ DANIEL T. MERRITTS, PLS Λ 394 BEDFORD ROAD Λ Λ UNI STORMWATER BASIN SEED MIX Λ T #5 PLEASANTVILLE, NY 10570 Λ Λ 3 Λ NEW ENGLAND EROSION CONTROL/RESTORATION FOR DETENTION BASINS BY Λ ' .54 UNIT AND MOIST SITES (NEW ENGLAND WETLAND PLANTS, INC.) Λ #3 WETLAND CONSULTANT Λ 6 Λ 432 JULY ELLA GED Λ Λ UNI TIM MILLER ASSOCIATES, INC. Λ Λ T #5 Λ 4 10 NORTH STREET Λ UNIT Λ COLD SPRING, NY 10516 LAB S FLAG 5 #3 Λ 5 202 Λ Λ Λ Λ LIMIT OF DISTURBANCE, Λ Λ Λ TYP. Λ 14, Λ EXISTING TREE Λ UNIT Λ D Λ #3 CANOPY TO REMAIN, Λ 4 Λ LAN Λ TYP. Λ N 74° 35' 00" W Λ Λ Λ 144.90' Λ UNIT EXISTING TREE Λ Λ STREET TREE, WET #55 Λ CANOPY TO REMAIN, Λ Λ UNITTYP. Λ #33 TYP. Λ UNIT Λ Λ EXISTING TREE LINE UNIT Λ #56 Λ TO REMAIN, #3 2 Λ Λ SHADE TREE, TYP. Λ Λ TYP. Λ Λ Λ UNIT Λ Λ #3 1 Λ EXISTING TREE LINE, Λ Λ TYP. Λ UNIT Λ # 57 Λ Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY Λ Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 1-800-962-7962 OR 811 Λ Λ Λ Λ UNIT Λ EVERGREEN TREE, TYP. Λ #30 Λ Λ Λ Λ Λ ORNAMENTAL TREE, TYP. LIMIT OF Λ "W Λ Λ DISTURBANCE, Λ UNIT #76 Λ TYP. 0 Λ UNIT 6' 0 Λ #29 Λ 1° 0 UNIT #65 Λ UNIT #66 • Λ UNIT#67 • UNIT #68 S3 Λ UNIT #69 UNIT •• NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BIO Λ 0" E #28 RET UNIT #77 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ •• DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE AR ENTIO Λ •• ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND N 18° 07' 0 Λ EA N SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER •• Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ •• UN UNIT •• WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Λ •• #27 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL IT # Λ •• DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ •• UNIT #78 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 61 •• Λ UN •• SHOWN BY THESE DRAWINGS. Λ •• END OF PROPOSED 30' SIDE YARD SETBACK/ •• IT # Λ PROPOSED SNOW LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW •• 4' WIDE SIDEWALK NONDISTURBANCE AREA YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS •• Λ STORAGE AREA 6 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION •• Λ •• 0 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. EASEMENT (TYP.) Λ UN •• BIO •• Λ RET •• IT # UNIT UN •• E Λ #26 ARE NTION UNIT #79 •• PROPERTY LINE, Copyright DTS Provident Design Engineering, LLP 2025 Λ •• 59 IT # •• A All rights reserved. Λ SANITARY SEWER MAIN EXTENSION TYP. •• Λ 58 FOR FUTURE PARCEL 2, TYP. •• NOT FOR CONSTRUCTION Λ 8" DIP, SDR-35 PROPOSED 25 FT. WIDE Λ •• UNIT Λ #25 (CONNECTION TO BE CAPPED) WATER EASEMENT •• Λ •• • Λ UNIT #80 ' .76 • Λ SHADE TREE, TYP. Λ 308 Λ Λ UNIT EVERGREEN TREE, TYP. # Λ 24 SANITARY SEWER MAIN EXTENSION Λ Λ ORNAMENTAL TREE, TYP. FOR FUTURE PARCEL 2, TYP. UNIT #81 Λ 8" DIP, SDR-35 Λ UNIT P. ' Λ (CONNECTION TO BE CAPPED) TY 0.0 # 23 BIO RE EA Λ 2 Λ Λ 2.6' AR TENTIO Λ UNIT #70 Λ UNIT #22 Λ Λ N Λ UN Λ IT Λ PROPERTY LINE, EXISTING TREE LINE UNIT EVERGREEN TREE, TYP. #64 Λ # UNIT #82 UN TO REMAIN, 21 UNIT Λ TYP. #14 IT # TYP. UNIT #71 Λ Λ UN 6 Λ 3 IT # Λ Λ UNIT #72 6 Λ 2 UNIT #83 Λ UNI T #13 Λ UNI ORNAMENTAL TREE, TYP. Λ T 430.41' #20 Λ PARCEL 2 - Λ TRUCK APRON WITH Λ MOUNTABLE CURB Λ SITE LANDSCAPE PLAN Λ UNI UNIT #84 Λ MATCHLINE (SEE SHEET SP-4.2) T #19 UNIT UNIT #73 MATCHLINE (SEE SHEET SP-4.2) #12 Λ Λ Λ LIMIT OF DISTURBANCE, Λ TYP. Λ UNI ENTRY ROAD Λ T #18 Λ 50.0' UNIT #74 UNIT #85 Λ UNIT #11 R.O.W. Λ Λ (TYP.) U NI Λ T #1 BIO RETENTION AREA Λ 7 "W Λ (BOTTOM EL. 386) Λ ' 20 UNIT #86 Λ U NI UNI T SANITARY SEWER MAIN EXTENSION Λ #10 SP-4.1 ° 15 T #1 UNIT #75 Λ 6 WV WV FOR FUTURE PARCEL 2, TYP. Λ S 30 8" DIP, SDR-35 BOTTOM ION AREA Λ WV EL. 392) Λ (CONNECTION TO BE CAPPED) Λ 100' NONDISTRURBANCE AREA UNI Λ Λ Λ Λ Λ T Λ Λ #15 Λ EXPIRES 7/31/26 UNIT Λ #9 RETENT Λ Page 174 UNIT EVERGREEN TREE, TYP. #24 Λ Λ ORNAMENTAL TREE, TYP. UNIT #81 Λ Λ UNIT Λ #23 BIO RE EA Λ Λ Λ 2.6' AR TENTIO Λ UNIT #70 Λ UNIT # 22 Λ Λ N Λ UN Λ EVERGREEN MANOR IT # Λ PROPERTY LINE, EXISTING TREE LINE UNIT EVERGREEN TREE, TYP. Λ #21 UNIT #82 UN TO REMAIN, 64 UNIT Λ TYP. #14 IT TYP. UNIT #71 Λ Town of Cortlandt, New York #6 3 Λ UN Λ IT # Λ Λ UNIT #72 62 Λ UNIT #83 Λ UNIT #13 Λ U NI ORNAMENTAL TREE, TYP. Λ T #2 Λ 0 Λ Λ Λ Λ U NI UNIT #84 Λ T #1 UNIT UNIT #73 9 #12 Λ MATCHLINE (SEE SHEET SP-4.1) MATCHLINE (SEE SHEET SP-4.1) Λ Λ LIMIT OF DISTURBANCE, Λ TYP. Λ U NI ENTRY ROAD Λ T #1 OWNER / APPLICANT 8 Λ UNIT #74 UNIT #85 Λ UNI T #11 Λ V.S. CONSTRUCTION CORPORATION Λ UNI 37 CROTON DAM ROAD Λ T #1 BIO RETENTION AREA Λ 7 OSSINING, NY 10562 Λ (BOTTOM EL. 386) Λ UNIT #86 Λ U NI UNIT Λ T #1 #10 UNIT #75 Λ 6 PLANNER, CIVIL ENGINEER, LANDSCAPE Λ (BOTTO ION AREA Λ ARCHITECT 2) Λ M EL. 39 Λ 100' NONDISTRURBANCE AREA U NI Λ Λ Λ Λ Λ T #1 Λ Λ DTS PROVIDENT Λ 5 UNI T Λ  #9 ENT Λ Intelligent Land Use Λ Λ BIO RET Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ • • Λ One North Broadway Λ White Plains, NY 10601 Λ • Λ UNI T# • Λ 8 Λ • Λ CONTRACT VENDEE Λ • Λ UNI Λ T# LENNAR CORPORATION Λ 7 SHADE TREE, TYP. Λ 2465 KUSER ROAD, FLOOR 3 UNIT #92 Λ HAMILTON, NJ 08690 UNIT #93 Λ UNI Λ UNIT #94 T UNIT #95 Λ #6 UNIT #96 Λ ARCHITECT - PARCEL 2 UNIT #87 Λ UNIT #88 Λ UNIT #89 EVERGREEN TREE, TYP. HOLLIDAY ARCHITECTS UNIT #90 Λ UNIT #91 UNI #4 Λ T #5 JACKSON COMMONS Λ UNIT Λ ORNAMENTAL TREE, TYP. SUITE A4 Λ #3 30 JACKSON ROAD Λ UNIT Λ MEDFORD, NJ 08055 #2 Λ UNIT #1 U/D LAND USE ATTORNEY UNIT ZARIN & STEINMETZ Λ 81 MAIN STREET Λ Λ AREA TION U/D Λ WHITE PLAINS, NY 10601 Λ Λ Λ ETEN Λ Λ SURVEYOR Λ Λ Λ BIO R U/D Λ DANIEL T. MERRITTS, PLS Λ U/D Λ Λ Λ Λ U/D Λ Λ Λ U/D Λ 394 BEDFORD ROAD Λ Λ Λ U/D Λ Λ Λ Λ PLEASANTVILLE, NY 10570 U/DΛ Λ Λ Λ Λ U/ BIORETENTION BASIN, D Λ TYP. WETLAND CONSULTANT Λ Λ U/D Λ TIM MILLER ASSOCIATES, INC. Λ U/ D 10 NORTH STREET Λ Λ COLD SPRING, NY 10516 Λ Λ U/ D Λ U/ D Λ FLA U/ Λ D WE U/ D Λ G ABE T Λ L G UΛ/ A D U/ L S FLAG ED LLA D ND Λ J Λ U U/ Λ D U/ LY 1 D Λ 4 U/Λ D G , U/D 202 E Λ D Λ 5 BY U/DΛ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY U/D PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 Λ Λ U/D U/D D U/ U/D D U/ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND U/D SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER D U/ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF U/D ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. U/D Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. U/D NOT FOR CONSTRUCTION PR PO O ED S .O. R W. STR EX IPING IST ENTRY ROAD ING AV P EM EN STR T NE IPING WP AV ME E NT 202 UTE / RO O AD N DR PO OM PR OP CR OS ED R.O .W. PARCEL 2 - SITE LANDSCAPE PLAN MATCH LINE PR OP SP-4.2 OS ED R. O .W . EXPIRES 7/31/26 Page 175 TREE PIT DIAMETER AT PLANTING, PRUNE TREE PIT DIAMETER BALL DIA. MIN. PIT WIDTH TREES ONLY TO REMOVE BALL DIA. MIN. PIT WIDTH UP TO 48" BALL DIA. +2' BROKEN OR CROSSING UP TO 48" BALL DIA. +2' WOOD TREE STAKE BRANCHES AS DIRECTED HYDROSEED (FOR SEEDED SLOPES) 48" UP 1 3/4 x BALL DIA. WOOD TREE STAKE 48" UP 1 3/4 x BALL DIA. CLEAR OF ROOT BALL BY OWNER'S EVERGREEN MANOR OR EROSION CONTROL BLANKET ON CLEAR OF ROOT AND TREE STAKE TIE REPRESENTATIVE ALL EXPOSED SLOPES GREATER PIT DIAMETER IN COMPACTED SOIL BALL AND TREE PIT DIAMETER IN COMPACTED SOIL (SEE NOTE #1) THAN OR EQUAL TO 3:1 BALL DIA. MIN. PIT WIDTH STAKE TIE (SEE TOP OF ROOT COLLAR FLUSH BALL DIA. MIN. PIT WIDTH TOP OF ROOT COLLAR NOTE #1) Town of Cortlandt, New York PREVIOUS GROWING LEVEL AT UP TO 48" BALL DIA. +5' WITH GROUND LEVEL; NO UP TO 48" BALL DIA. +5' FLUSH WITH GROUND FINISHED GRADE 48" UP 2 x BALL DIA. MULCH WITHIN 6" OF TRUNK 48" UP 2 x BALL DIA. LEVEL; NO MULCH WITHIN 6" OF TRUNK 2" DEEP MULCH - NO MULCH 2" DEEP MULCH STAKING DIAGRAM 2" DEEP MULCH WITHIN 6" OF TRUNK SECONDARY STAKING DIAGRAM SECONDARY AFTER PLACEMENT REMOVE TREE NO. OF STAKE 4'-0" MIN MAINTAIN 4" HIGH, 8" WIDE LIP ON ALL STRINGS, TWINES, AND TREE NO. OF STAKE 6" HIGH PLANTING SAUCER SAUCER BERM DOWNHILL SIDE ONLY CAL. STAKES LOCATION CAL. STAKES LOCATION 2"-4" 2 180 DEGREES LACINGS; REMOVE AT LEAST TOP HALF OF ANY BURLAP OR 2"-4" 2 180 DEGREES GROUND LEVEL TOP OF ROOT COLLAR FLUSH 4"-6" 3 120 DEGREES 4"-6" 3 120 DEGREES EXTENT OF WIRE BASKET AFTER TREE IS EXTENT OF WITH GROUND LEVEL; NO TOPSOIL MIX 2" ROOT BALL STABILIZED IN PIT ROOT BALL MULCH WITHIN 6" OF TRUNK FEATHER OUT ON 1:1 GRADIENT 2" SECONDARY 6'-0" TREE PLANTING TIE 6" HIGH PLANTING SAUCER TREE PLANTING TIE SECONDARY 3" HIGH PLANTING SAUCER STAKES SCARIFY WALL AND 3" DEEP MULCH EXISTING SLOPE TO ALLOW SWAY TO ALLOW SWAY STAKES 0° TOPSOIL MIX ° BOTTOM OF PIT ALL TOPSOIL MIX UNDISTURBED SOIL PRIMARY STAKE 12 120 AROUND WITH SHARP TOOL REMOVE ALL STRINGS, GROUND LEVEL PRIMARY STAKE 6" 2" 3'-0" GROUND LEVEL 3" TWINES, AND LACINGS IF ANY UNDISTURBED SUBGRADE DIRECTION OF 12 SCARIFY WALL AND BOTTOM DIRECTION OF 12 SCARIFY WALL AND BOTTOM 0° 0° PREVAILING WIND TREE TRUNK OF PIT ALL AROUND WITH PREVAILING WIND TREE TRUNK AFTER PLACEMENT, REMOVE OF PIT ALL AROUND WITH SHARP TOOL VARIES - SEE BOX OWNER / APPLICANT 6" SHARP TOOL SECONDARY SECONDARY ALL STRINGS, TWINES AND 3'-0" 6" STAKES LACINGS; REMOVE AT LEAST STAKES UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE TOP HALF OF ANY BURLAP OR V.S. CONSTRUCTION CORPORATION WIRE BASKET AFTER TREE IS STABILIZED IN PIT 37 CROTON DAM ROAD VARIES - SEE BOX VARIES - SEE BOX PLANTING MOUND; UNDISTURBED NOTE: PLANTING MOUND; NOTE: PLANTING MOUND; OSSINING, NY 10562 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG UNDISTURBED OR TAMPED OR TAMPED SUBGRADE 1. STAKE ONLY WHERE TREES ARE EXPOSED TO STRONG UNDISTURBED OR WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 SUBGRADE NOTE: NOTE: WINDS, PLANTED SLOPE IS GREATER THAN OR EQUAL TO 3:1 TAMPED SUBGRADE OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE 1. SCARIFY ROOT BALL OF CONTAINER 1. PLANTS SET VERTICALLY, NOT PERPENDICULAR TO SLOPE. OR AS DIRECTED BY OWNER'S REPRESENTATIVE; SEE STAKING DIAGRAM. STOCK ALL AROUND W/SHARP TOOL. 2. EROSION CONTROL BLANKET FOR SEEDED SLOPES TO BE "LANDLOK CS2" OR "PROPEX ECSC-2B" OR APPROVED EQUAL. 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND STAKING DIAGRAM. 2. SCARIFY ROOT BALL OF CONTAINER STOCK ALL AROUND W/ PLANNER, CIVIL ENGINEER, LANDSCAPE 3. EROSION CONTROL BLANKET FOR PLANTED SLOPES TO BE JUTE MESH BLANKET OR APPROVED EQUAL. W/SHARP TOOL. SHARP TOOL. ARCHITECT SHRUB PLANTING SLOPE PLANTING DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING DTS PROVIDENT  1 2 3 4 Intelligent Land Use SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 CONCEPT PLANT SCHEDULE CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 STREET TREES 3" - 3.5" CAL. 28 ACER RUBRUM `ARMSTRONG` - ARMSTRONG RED MAPLE ACER RUBRUM `RED SUNSET` - `RED SUNSET` RED MAPLE ARCHITECT - PARCEL 2 ULMUS AMERICANA `VALLEY FORGE` - `VALLEY FORGE` AMERICAN ELM HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 TRANSITIONAL TREES 1.5" - 2", 2" - 2.5", 2.5" - 3" CAL. 1 30 JACKSON ROAD AMELANCHIER CANADENSIS - CANADIAN SERVICEBERRY BETULA NIGRA - RIVER BIRCH MEDFORD, NJ 08055 CARPINUS CAROLINIANA - AMERICAN HORNBEAM CELTIS OCCIDENTALIS - HACKBERRY LAND USE ATTORNEY CHIONATHUS VIRGINICUS - WHITE FRINGETREE CORNUS FLORIDA - FLOWERING DOGWOOD ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 ORNAMENTAL TREES 6` - 8` HGT. 1 AMELANCHIER X GRANDIFLORA - APPLE SERVICEBERRY SURVEYOR BETULA NIGRA `BNMTF` - DURA HEAT RIVER BIRCH CARPINUS CAROLINIANA - AMERICAN HORNBEAM DANIEL T. MERRITTS, PLS CERCIS CANADENSIS - EASTERN RED BUD 394 BEDFORD ROAD CORNUS FLORIDA `CHEROKEE BRAVE` - CHEROKEE BRAVE DOGWOOD CRATAEGUS-CRUSGALLI VAR. INERMIS - THORNLESS COCKSPUR HAWTHORN PLEASANTVILLE, NY 10570 WETLAND CONSULTANT EVERGREEN TREES 6` - 8` HGT. 1 TIM MILLER ASSOCIATES, INC. ILEX OPACA - AMERICAN HOLLY JUNIPERUS VIRGINIANA - EASTERN RED CEDAR 10 NORTH STREET PICEA GLAUCA - WHITE SPRUCE COLD SPRING, NY 10516 PICEA PUNGENS - BLUE SPRUCE PINUS STROBUS - WHITE PINE THUJA X `GREEN GIANT` - GREEN GIANT ARBORVITAE BASIN TREES 2" - 2-1/2" CAL., 6` - 8` HGT. 1 AMELANCHIER CANADERNSIS - CANADIAN SERVICEBERRY BETULA NIGRA - RIVER BIRCH CELTIS OCCIDENTALIS - COMMON HACKBERRY NYSSA SYLVATICA - TUPELO FOUNDATION / ACCENT PLANTING 18" - 24", 24" - 36" 607 SF CEANOTHUS AMERICANUS - NEW JERSEY TEA CLETHRA ALNIFOLIA - SUMMERSWEET CLETHRA ILEX CRENATA - JAPANESE HOLLY ILEX GLABRA - INKBERRY HOLLY ITEA VIRGINICA - VIRGINIA SWEETSPIRE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. JUNIPERUS SPP. - JUNIPER SPECIES 1-800-962-7962 OR 811 PHYSOCARPUS OPULIFOLIUS - EASTERN NINEBARK POTENTILLA FRUTICOSA - BUSH CINQUEFOIL VIBURNUM DENTATUM - ARROWWOOD VIBURNUM BASIN SHRUBS 24" - 36", 3.5` O.C. 607 SF CEPHALANTHUS OCCIDENTALIS - BUTTONBUSH ILEX GLABRA - INKBERRY HOLLY ILEX VERTICILLATA - WINTERBERRY HOLLY LINDERA BENZOIN - SPICEBUSH NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED MYRICA PENSYLVANICA - NORTHERN BAYBERRY BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE VIBURNUM DENTATUM - ARROWWOOD VIBURNUM ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED BASIN GRASSES 2 GAL., 24" O.C. 607 SF MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANDROPOGON GERARDII - BIG BLUESTEM ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS CAREX SPP. - SEDGE SPECIES SHOWN BY THESE DRAWINGS. JUNCUS EFFUSUS - SOFT RUSH LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS PANICUM VIRGATUM - SWITCH GRASS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. SLOPE PLANTING SHRUBS 24" - 36", 4` O.C. 607 SF Copyright DTS Provident Design Engineering, LLP 2025 ARONIA ARBUTIFOLIA `BRILLIANTISSIMA` - BRILLIANT RED CHOKEBERRY All rights reserved. CORNUS SPP. - DOGWOOD SPECIES NOT FOR CONSTRUCTION COTONEASTER APICULATUS - CRANBERRY COTONEASTER ILEX GLABRA `COMPACTA` - COMPACT INKBERRY ILEX GLABRA `SHAMROCK` - SHAMROCK INKBERRY HOLLY MYRICA PENSYLVANICA - NORTHER BAYBERRY RHUS AROMATICA `GRO-LOW` - GRO-LOW FRAGRANT SUMAC VIBURNUM DENTATUM `ARROWWOOD` - ARROWWOOD VIBURNUM RESTORATION SEED MIX 607 SF RIGHT OF WAY NATIVE WOODS MIX WITH ANNUAL RYEGRASS (ERNMX-132-1) AS PRODUCED BY ERNST CONSERVATION SEEDS STORMWATER BASIN SEED MIX 607 SF NEW ENGLAND EROSION CONTROL/RESTORATION FOR DETENTION BASINS AND MOIST SITES (NEW ENGLAND WETLAND PLANTS, INC.) NOTES: 1. UNLESS OTHERWISE NOTED, ALL PLANT BEDS SHALL RECEIVE 3" OF DOUBLE SHREDDED HARDWOOD BARK MULCH (NO DYE). NO MULCH SHALL BE PLACED WITHIN 6" OF TREE TRUNKS. SEE PLANTING DETAILS FOR PLANTING SAUCER DETAILS. PARCEL 2 - 2. QUANTITIES LISTED IN PLANT LIST ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON LIST AND SHALL BE RESPONSIBLE FOR FURNISHING ALL PLANTS INDICATED ON PLAN. PLANT LIST AND 3. IF TREE STAKING IS INDICATED ON LANDSCAPE PLAN, TREES SHALL BE STAKED PER PLANTING DETAILS. 4. INSTALL EROSION CONTROL BLANKET ON ALL SEEDED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE PLANTING DETAILS LANDSCAPE SPECIFICATIONS FOR MATERIAL INFORMATION. 5. INSTALL JUTE MESH BLANKET ON ALL PLANTED SLOPES GREATER THAN OR EQUAL TO 3:1. SEE LANDSCAPE SPECIFICATIONS FOR MATERIAL INFORMATION. 6. IF NOT OTHERWISE PLANTED OR PAVED, ALL NEW OR DISTURBED LANDSCAPE AREAS TO BE RAKED, SEEDED WITH LAWN SEED MIX, AND STRAW MULCHED. PLANT LIST AND LANDSCAPE NOTES SCALE: N.T.S. 11 SP-4.3 EXPIRES 7/31/26 Page 176 on yR i r Λ #9 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.7 0.6 1.0 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ UNIT EXPIRES 7/31/26 5 Λ m ROAD A T3-HS Λ e Λ T #1 s Λ Λ Λ Λ Λ UNI Λ PT1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | | T4-HS -7 Λ Ka | | PT2 Λ olfe rly S 30 | | | 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ & W Λ UNIT #75 0 #16 T l ° 15 SP-5.1 #1 Λ UNIT UNI y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ | UNIT #86 rlos 3 ' 20 Λ Λ | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 "W Dor or Form1 Stone Wall | Λ Ca 127.62' #17 T Now3.12-3 | Λ UNI Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 Λ #1 UNIT Λ UNIT #85 UNIT #74 | Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8 | | T #1 Λ U NI Λ | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.1 0.2 1.2 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 427 R-10 5' T3-HS | | Λ 7 127.62' PT10 ust Λ R=25.00' L=23.55' # EASEMENT (TYP.) r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S 13° 51' 45" W Λ all | 9 | #12 T UNIT #73 STORAGE AREA UNIT T #1 P Λ UNIT #84 U NI L =2 3.5 Stone Wall g Λ SITE LIGHTING PLAN PROPOSED SNOW 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.1 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 eW MATCHLINE (SEE SHEET SP-5.2) MATCHLINE (SEE SHEET SP-5.2) Λ R =25.0 0 ' MA Λ | Λ PARCEL 2 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LivinSoni D Ston Λ L= | #20 430.41' T E 2 Λ e 3 UNI l or 3-70 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 .0 0.0 0.0 0.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ UNIT #72 .55 0' #13 ' FIL .0 UNIT Λ UNIT #83 3 R =25 w Λ ab ima rly 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 2 c 6 Λ No 3.12- o | Λ Th 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT # Λ | 63 Λ UN #14 Rev e Purn Forme Λ UNIT #71 UNIT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT # 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNIT #82 #21 Λ 4 | UNIT 6 UN Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT # ll Λ Λ UN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Wa #22 UNIT Λ yk ROAD B e UNIT #70 Λ c 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6' z Λ = 0.958 Acres s WATER EASEMENT Λ Ston Λ PROPOSED 25 FT. WIDE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AREA = 41,711.617 S.F. #23 Λ UNIT Λ y Ru Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PARCEL e UNIT #81 T3-HS l Λ T3-HS 1 h Λ PT5 T4-HS ROAD RIGHT OF WAY Λ T4-HS PT6 #24 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.2 0.3 0.7 0.9 0.4 0.6 0.5 0.2 0.0 0.0 0.0 0.1 0.2 0.3 0.8 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R=60.00' L=301.53' PT11 UNIT As rmerly Λ PT3 R Λ 308 O & E 0.0 0.0 0.0 0.0 0.1 0.1 1.0 0.9 0.6 0.3 0.3 0.7 1.0 0.9 1.1 0.8 0.2 0.1 0.1 0.3 0.8 1.3 1.0 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.3 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 33.1 A Λ • d .76 ' UNIT #80 Λ • 0.0 0.0 0.0 0.0 0.1 0.2 1.2 0.8 0.4 0.2 0.2 0.6 0.6 0.6 0.7 0.6 0.2 0.1 0.1 0.2 0.6 1.0 0.7 0.6 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.8 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ ard or Fo 69 DC • #25 Λ Pon h UNIT • Λ 0.0 0.0 0.0 0.0 0.1 0.2 1.0 0.8 0.4 0.2 0.2 0.3 0.2 0.2 0.2 0.3 0.1 0.0 0.0 0.1 0.4 0.5 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 1.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.8 0.7 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 c MP i Λ NOT FOR CONSTRUCTION • TYP. R Now 2-3- Λ • • MOUNTED LIGHT, Λ All rights reserved. 0.0 0.0 0.0 0.0 0.1 0.2 1.2 0.9 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.2 1.1 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • 12"C Λ Copyright DTS Provident Design Engineering, LLP 2025 UNIT #79 POST TOP 26 # Λ • UNIT • 58 T4-HS Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 1.0 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • PT12 Λ IT # 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 9 • • T2-AMB-HS Λ 5 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION TYP. UN 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.1 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ • YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS • PT17 MOUNTED LIGHT, LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW IT # Λ • • Λ POST TOP UN 60 SHOWN BY THESE DRAWINGS. 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.9 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS UNIT #78 • Λ • IT # DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL • 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 61 #27 UN Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED • UNIT • Λ IT # e WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ • 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.8 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 2.0 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 6 UN Λ • N 18° 07' 0 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND T2-AMB-HS Λ usso rly DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE • 0.0 0.0 0.0 0.0 0.0 0.0 0.4 1.2 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 1.1 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ PT18 R BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UNIT #77 #28 0" E • Λ NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED UNIT UNIT #69 Λ T3-HS S3 UNIT #68 • 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.6 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 1.1 0.9 0.5 0.4 0.6 1.6 1.3 1.0 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNIT#67 Λ PT3 • UNIT #66 am Λ UNIT #65 3 1° 0 T2-AMB-HS T4-HS Λ 6 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.4 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.4 0.4 0.9 1.9 0.8 0.3 0.1 0.1 0.0 0.1 0.4 0.8 0.4 0.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PT13 #29 Λ PT40 T2-AMB-HS Vivi or Form6 UNIT Λ Now3.12-3- ' 00 PT19 Λ UNIT #76 T2-AMB-HS Λ Stone Wall 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.5 0.8 1.7 1.3 1.3 0.7 0.6 0.3 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.1 0.8 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.1 1.0 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ "W PT39 Λ Λ Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.8 1.4 0.6 0.3 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0. 0.0 0.5 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.7 0.8 1.0 1.0 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ D Λ TYP. #30 Λ Λ UNIT Λ MOUNTED LIGHT, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.2 0.3 0.6 1.3 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.2 0.1 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T2-AMB-HS Λ Λ AD Λ 1-800-962-7962 OR 811 POST TOP PT38 Λ PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.2 0.5 1.2 1.3 1.3 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.6 0.1 0.0 0.0 0.1 0.1 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ T2-AMB-HS Λ RO Λ PT37 #57 Λ UNIT Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.4 0.7 1.4 1.9 1.1 0.5 0.6 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.0 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 all Λ Λ Stone Wall Λ 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.2 0.4 0.7 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #3 eW Λ ella Λ UNIT Λ n Λ a T2-AMB-HS T2-AMB-HS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 1.4 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Ston Λ PT36 PT20 Λ or Λ Λ 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #3 Λ Stone Wall agnmerly #56 Λ UNIT Λ UNIT P Λ s 0.0 0.0 0.0 0.1 0.4 0.5 0.1 0.0 0.0 0.1 0.7 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i Λ 3 Λ c Λ Λ 3 Λ #3 0.0 0.0 0.0 0.2 1.0 0.2 0.0 0.0 0.0 0.1 0.6 1.1 1.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #55 Λ No 3.12- Λ UNIT UNIT Λ 144.90' Λ Λ Fran w or F 3-65 0.0 0.0 0.0 0.4 1.9 0.1 0.0 0.0 0.0 0.0 0.3 0.5 1.1 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ N 74° 35' 00" W Λ Stone Wall Λ Λ T2-AMB-HS 4 Λ #3 Λ 0.0 0.0 0.0 0.4 1.9 0.1 0.0 0.0 0.0 0.0 0.2 1.0 0.8 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ PT21 UNIT Λ TYP. Λ Λ Λ MOUNTED LIGHT, Λ 0.0 0.0 0.0 0.2 1.1 0.2 0.0 0.0 0.0 0.1 0.6 1.6 1.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ POST TOP Λ Λ T2-AMB-HS Λ 5 Λ #3 0.0 0.0 0.0 0.1 0.5 0.2 0.0 0.0 0.0 0.1 0.4 0.8 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.8 0.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 COLD SPRING, NY 10516 PT35 Λ T2-AMB-HS UNIT Λ 10 NORTH STREET PT22 4 Λ 0.0 0.0 0.0 0.1 0.3 0.8 0.1 0.0 0.0 0.3 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T #5 Λ TYP. Λ TIM MILLER ASSOCIATES, INC. UNI Λ Λ PROPERTY LINE, 432 Λ Λ 0.0 0.0 0.0 0.1 0.3 1.6 0.1 0.0 0.0 0.9 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.7 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 WETLAND CONSULTANT T3-HS #36 Λ UNIT 64 .54 PT14 ' Λ | Λ 0.0 0.0 0.0 0.1 0.3 1.3 0.1 0.0 0.3 1.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.9 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 Λ Λ PLEASANTVILLE, NY 10570 T #5 Λ UNI Λ 100' NONDISTURBANCE AREA tuchoman 0.0 0.0 0.0 0.1 0.2 1.3 0.1 0.0 0.0 0.7 1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 394 BEDFORD ROAD Λ n R-40 Λ y | | DANIEL T. MERRITTS, PLS Λ 3 0.0 0.0 0.0 0.0 0.1 0.7 0.2 0.0 0.0 0.1 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 nnar Form Λ T2-AMB-HS T2-AMB-HS 0' 7 Sw & R erly Λ all a SURVEYOR T #3 Stone Wall PT34 Λ PT23 No 3.12-3- 2 UNI o 0.0 0.0 0.0 0.0 0.1 0.8 0.3 0.0 0.0 0.0 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ T #5 J wo UNI Λ eW WHITE PLAINS, NY 10601 TYP. Λ PROPERTY LINE, 0.0 0.0 0.0 0.1 0.3 1.6 0.1 0.0 0.0 0.0 1.0 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ | 81 MAIN STREET | 8 NE Λ Ston T #3 IA LA Λ ZARIN & STEINMETZ UNI NOL 0.0 0.0 0.0 0.1 0.8 0.8 0.0 0.0 0.0 0.0 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5 Λ MAG Λ LAND USE ATTORNEY 1 Λ 29 T #5 0.0 0.0 0.0 0.1 1.2 0.5 0.0 0.0 0.0 0.0 0.9 1.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNI Λ e Λ #39 T Λ g MEDFORD, NJ 08055 | UNI 0.0 0.0 0.0 0.2 0.5 0.1 0.0 0.0 0.0 0.0 0.5 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | Λ a 30 JACKSON ROAD Λ 363.59' T2-AMB-HS Λ -6 T2-AMB-HS 0.0 0.0 0.0 0.6 0.4 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.7 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SUITE A4 Λ #40 | | NONDISTURBANCE AREA PT24 T 4, P PT33 Λ JACKSON COMMONS UNI 2 30' SIDE YARD SETBACK/ Λ 0.0 0.0 0.2 1.3 0.6 0.0 0.0 0.0 0.0 0.0 0.5 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 0.9 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7 | HOLLIDAY ARCHITECTS Λ rm Λ Λ | 0.0 0.0 0.2 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.7 1.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 ARCHITECT - PARCEL 2 er 4 ggins ly Λ son iselle Λ #41 HS INDICATES THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD b n T i T4-HS i Id or Fo 427 Λ UNI 0.0 0.0 0.2 1.4 0.5 0.0 0.0 0.0 0.0 0.0 0.7 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 1.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L 7 Now 3.12-2 b Λ HAMILTON, NJ 08690 PT15 3 Λ AMB INDICATES POST TOP LIGHTS WITH AMBER LIGHTING # d a Wi rmer 0 eric 2465 KUSER ROAD, FLOOR 3 Λ T #5 0.0 0.0 0.1 0.7 0.4 0.0 0.0 0.0 0.0 0.0 0.8 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 0.8 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | Ro k & G erly e UNI Λ LENNAR CORPORATION 2 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-AMB-T2-BLT-CL-HS T2 1 PT16-PT40 e No 3.12-3 Λ AP T #4 | Λ Rod w or Fo -59 0.0 0.0 0.0 0.5 0.4 0.0 0.0 0.0 0.0 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 D UNI M Λ CONTRACT VENDEE Pole Order Number Fixture Order Number Fixture and Pole Manufacturer Fixtures ID # Λ T2-AMB-HS Type D 0.0 0.0 0.1 0.9 0.8 0.0 0.0 0.2 0.8 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ T2-AMB-HS Throw # of Λ PT32 9 PT25 Λ T #4 | 0.0 0.0 0.1 0.5 0.6 0.0 0.0 0.0 0.9 1.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNI PATHWAY POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE Λ FILE Λ White Plains, NY 10601 Λ | 0.0 0.0 0.1 1.2 0.8 0.0 .0 0.0 0.0 0.0 0.5 1.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ One North Broadway Λ #43 Λ Λ UNIT CA #: 0017846 DTS Provident Design Engineering, LLP Λ Λ TAM 0.0 0.0 0.0 0.7 0.5 0.0 0.0 0.0 0.0 0.0 0.2 0.9 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ 8 | HS INDICATED THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD A Λ Intelligent Land Use T #4 Λ UNI N 11° 58' 00" E Λ a Λ Λ Λ RAC  0.0 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.4 0.7 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 P16 Λ DTS PROVIDENT #44 Λ UNIT Λ K DR 0.0 0.0 0.1 0.7 0.2 0.0 0.0 0.0 0.0 0.0 0.5 1.8 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT15 Λ erly ARCHITECT T2-AMB-HS IVE Λ T2-AMB-HS Λ PT26 7 m 0.0 0.0 0.3 1.7 0.2 0.0 0.0 0.0 0.0 0.1 0.8 1.7 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PLANNER, CIVIL ENGINEER, LANDSCAPE T #4 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 PT14 r PT31 Λ UNI #45 Λ o UNIT Λ F 0.0 0.0 0.3 1.4 0.1 0.0 0.0 0.0 0.0 0.1 0.5 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 son & Almir DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS D T4 1 PT13 Λ Λ p z OSSINING, NY 10562 Λ 0.0 0.0 0.2 1.4 0.1 0.0 0.0 0.0 0.0 0.4 1.3 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 1.4 0.9 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 e DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT12 Λ 3 37 CROTON DAM ROAD T3-HS #46 all V Λ Sim zuto PT16 UNIT Λ V.S. CONSTRUCTION CORPORATION 0.0 0.0 0.2 0.6 0.2 0.0 0.0 0.0 0.1 0.7 1.9 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.5 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T2-AMB-HS y DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT11 Λ N 3.12 eW PT27 Λ Λ Λ Λ OWNER / APPLICANT TYP. 0.0 0.0 0.1 0.4 0.8 0.1 0.0 0.0 0.0 0.3 0.4 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 1.2 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Mar ow or -3-58 MOUNTED LIGHT, DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT10 Ston POST TOP 0.0 0.0 0.0 0.1 1.2 0.8 0.0 0.0 0.0 0.0 0.5 1.3 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT9 R-10DB12-4F12-188-BLT-PTF Stone Wall T2-AMB-HS 0.0 0.0 0.0 0.1 0.3 1.8 0.7 0.0 0.0 0.0 0.0 0.0 0.1 1.0 1.5 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PT30 T2-AMB-HS DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 PT8 PT28 0.0 0.0 0.0 0.0 0.1 0.4 0.9 0.4 0.6 0.6 0.6 0.5 0.5 0.8 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS F T4 1 PT7 = 17.572 Acres S3 100' NONDISTURBANCE AREA 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.9 1.1 1.4 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS C T4 1 PT6 ray 0° 3 AREA = 765,451.910 Sq.Ft. r T2-AMB-HS 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 u W 5' 3 0" PT29 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS C T4 1 PT5 NEW TAX LOT 33.12-2-7 59' 0 M N 64° 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0" W DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS B T3 1 PT4 PROPOSED PARCEL 2 Ida erly Town of Cortlandt, New York 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS B T4 1 PT3 & Stone W all 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3 EVERGREEN MANOR DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS A T4 1 PT2 Deed a r d r F or m 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 h N 3.12 Deed DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS A T3 1 PT1 c 5' N77°46'30"W 190.44' 299.94' i 299.4 0.0 0.0 0.0 0.0 0.0 N79°08'50"W 109.58' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R ow o -3-54 4907 299.94' Pole Order Number Fixture Order Number Fixture and Pole Manufacturer Road Type Fixtures ID # N 78° 14' 00" W Stone Wall 2 Stone Wall # of s Throw o Yadira .# d ROAD POST TOP LIGHT (PT) POLENEAND FIXTURE SCHEDULE 907 t 2 Eas ervat LA e Con ET 4 F.M emention Filed Map#24907 / Survey JAN 2 3 # Tav r Forme . Salcarez & rly i s N 3.12 x F.M Map Lo Filed Ale ow o -2-9.1 Page 177 6 039 3.5 132 L =36 4 9 EXPIRES 7/31/26 i gn 15"R INV CP YARD SETBACK 12"RCP et S Stre 30' FRONT BER TRO C lt AVENUE a OGDEN A LAN THE DS AC Sign E sph STA PEOPL QUIR OL fA DEE TE OF NE OF T NUMD CON EW YO NH 5 150.32' eo le MA 2.6 lt Ed g W all SP-5.2 ER =35 .70 N 79° 23' 56" E pha ne Stop Sign SEW RIM 343 UPo = f As Sto INV E eo OL Edg le .43 le NH 3 UP o n ti on MA 51.6 11.27' AIN =3 ale Sig ersec 354 DR RIM Sw In t UPo = N 69° 09' 32" E 0 Y vel V AVENUE D B RK G ra CONKLIN 18" IN RCP IRE YO 50.6 Guy Wire QU EW 441 le Guy AC F N 320 Pier Wire DS E O 491 UPo LAN STAT BER MA Asphalt R-10 Guy RIM NHOLE Wire INV =354.6 THE NUM x IN .A=3 0 OF OL l Bo Sign .36 PLE NTR i gna MPH alt S le PEO CO sph Stre V.B=3 51.10 fic U alt Sign et le fA 367 LET THE EED D T raf l Po ET sph le = na eo INL fA UPo UPo Pole Edg o M Sig AIN .65 ge SITE LIGHTING PLAN DRA RI IN IN EXISTING ffic DR =355 .36 Ed ll Tra SEWER MH E1 4" PIPE RIM=353.18 RIM =352 of MANHOLE INV PARCEL 2 - INV.A=346.78 (TYP.) le RIM=353.08 e Wa INV.B=346.23 CIP UPo n INV.A=347.98 Edge PROPERTY LINE 16" 16"PIPE AVENUE CONKLIN INV.B=345.33 Sto INV.C=345.58 lt ha it Asp of er P ge W ET Ed INL 1 Met ater AIN 2.1 Pole le Guy IP Wire x DR M=35 8.15 8"C o L=49.52' nal RI =34 7.93 .A 4 UPo g lt i R=34.00' INVV.B=3 ha S al B 25.70' IN Asp Guy Wire of fic S 14° 16' 59" E ge Sign Ed R i c Traf alt f CRO OUTE sph M 8"CIP all A gW of PO 35/20 Traf 2 ge ND inin le R ta Ed OA nrRye D MOD 64 aso le UPo eM S 7 .77' Ston 7° UPo 3 7 lt Drive 16"CIP ' 03 Sign 8"CIP W " Guy le Wire e Aspha NOT FOR CONSTRUCTION urs le IP UPo 2 Guy 16"C A= Wire 53 PRO All rights reserved. Co .6 = 6. UPo le Copyright DTS Provident Design Engineering, LLP 2025 Edge o 7' f Aspha lt "W UPo 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. r 028 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION te L YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS a ' 03 halt NEW POSE LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Asp W e of N7 DISTURBANCE AREA SHOWN BY THESE DRAWINGS. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS ROU T E Edg °4 8 3 5 / 2 2 ,597 Acr ° 37 64.77' DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 02 Guy ' 43 " Wire MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL E le WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED HS INDICATED THOSE POST TOP LIGHTS WITH A HOUSE SIDE SHIELD Pole UPo WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. U L=51.51' DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 P16 ARE TAX D PAR SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER S 77 Edge of Asphalt le ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND R=47.00' ipe 8" Sewer P DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 8" Sewer le C BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Pipe DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT15 le UPo NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED DRAINAGE EASEMENT UPo UPo S 76° 13' 31" E S 76° 13' 31" E PROPOSED 10 FT. WIDE DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 PT14 262 OT 33.1 EL 1 .663 2-2-8 | 216.77' | DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS D T4 1 PT13 es Sq.Ft. 107.22' LE 30' FRONT YARD SETBACK DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT12 Λ IED 5 Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT11 =3 BUR 9.78 M Λ | | RIM ANHO DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT10 Λ 1-800-962-7962 OR 811 WER PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ (NOT A BUILDING LOT) SE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS E T4 1 PT9 Λ PROPOSED OPEN SPACE PARCEL | Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS E T3 1 PT8 | Λ es Sq.Ft. Acr Λ 1 -1 DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS F T4 PT7 923 143 Λ Λ Λ | Λ Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS C T4 1 PT6 = 1. 83,785. 33.12-2 3 Λ Λ | Λ A= CEL Λ Λ LOT Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS C T4 1 PT5 Λ Λ Λ ARE TAX D PAR | Λ Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS B T3 1 PT4 Λ Λ | NEW POSE Λ Λ PRO 59 Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS B T4 1 PT3 Λ .6 Λ Λ 2' Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T4-BLT-CL-HS A T4 1 PT2 Λ | | Λ Λ Λ Λ Λ DB12-4F12-188-BLT-PTF ARCHITECTURAL AREA LIGHTING PROV2-36L-510-27K8-T3-BLT-CL-HS A T3 1 PT1 Λ N Λ Λ Λ Λ 7' 89 45° Λ Λ Λ Λ Pole Order Number Fixture Order Number Fixture and Pole Manufacturer Road Type Fixtures ID # Λ Λ | .6 26 Λ Λ Λ COLD SPRING, NY 10516 Throw # of Λ Λ '4 Λ Λ Λ Λ Λ 4" 10 NORTH STREET Λ ROAD POST TOP LIGHT (PT) POLE AND FIXTURE SCHEDULE Λ Λ E Λ Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 0.0 0.0 Λ Λ Λ Λ Λ WETLAND CONSULTANT Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 0.0 0.0 0.0 Λ0.0 0.0 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ PLEASANTVILLE, NY 10570 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 394 BEDFORD ROAD Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 0.0 Λ 0.0 0.0 Λ Λ TYP. Λ Λ DANIEL T. MERRITTS, PLS Λ Λ Λ Λ Λ Λ Λ Λ Λ PROPERTY LINE, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 0.0 Λ 0.0 0.0 0.0 0.0 Λ ΛΛ Λ Λ Λ Λ ' Λ Λ all SURVEYOR Λ Λ Λ .61 Λ Λ Λ Λ Λ Λ Λ ' Λ 470 Λ W Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 0.0 0.0 0.0 0.0 0.0 0.1 Λ .61 Λ Λ 0.0 Λ Λ Λ Λ Λ Λ 106 470 Λ Λ T4-HS Λ Λ . Λ Λ ΛΛ WHITE PLAINS, NY 10601 Λ Λ Λ Λ Λ Λ .05' PROPERTY LINE, (TYP.) PT8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.8 0.2 160 71' 81 MAIN STREET onry NONDISTURBANCE .05' DRAINAGE EASEMENT & STEINMETZ ZARIN AREA 160 UNIT PROPOSED 20 FT. WIDE "W 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.1 1.0 1.2 0.7 0.1 30' SIDE YARD SETBACK/ sh Mas ' 00 #1 ° 49 UNIT LAND USE ATTORNEY e N 60 L=154.34' "W Λ ' 44 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.6 0.7 0.8 1.0 0.7 0.2 0.0 0.0 0.0 n #2 Pari ° 42 Λ UNIT R=280.00' N 59 Λ MEDFORD, NJ 08055 Sto n #3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 0.7 0.4 0.1 0.0 0.0 0.0 Λ 30 JACKSON ROAD Λ UNIT Λ SUITE A4 thry rly 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0. 0.0 0.1 0.1 0.1 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 T #5 Λ #4 UNI UNIT #91 T3-HS a Λ UNIT #90 JACKSON COMMONS 312 UNIT #89 K Λ r . 22.36' PT7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.8 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNIT #88 HOLLIDAY ARCHITECTS Λ UNIT #87 S 60° 49' 00" E 41' L=123.81' Λ UNIT #96 33.1 l & Forme #6 Λ UNIT #95 T UNIT #94 R=330.00' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 1.2 1.5 1.4 0.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ARCHITECT - PARCEL 2 UNIT #93 UNIT #92 e Λ UNI R-40 Λ a TYP. Λ N 19° 38 h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.8 1.0 1.1 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 HAMILTON, NJ 08690 PROPERTY LINE, Λ | Λ 2465 KUSER ROAD, FLOOR 3 37.31' #7 T Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNI | Mic Now o 2-2-2 S 68° 33' 00" E 80.44' ' 00" E Λ LENNAR CORPORATION • Λ | 100' NONDISTURBANCE AREA 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.1 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ • CONTRACT VENDEE Λ DF TYP. 8 Λ • n T# 0.0 0.0 0.1 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MOUNTED LIGHT, UNI Λ • ROA Λ POST TOP T4-HS 0.0 0.0 0.0 0.1 0.3 0.7 0.6 0.5 0.6 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 1.0 1.0 1.0 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.0 1.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ | ndo | Λ White Plains, NY 10601 127.62' PT9 o • • Λ R One North Broadway S 13° 51' 45" W 0.0 0.0 0.0 0.0 0.1 0.3 0.9 1.0 0.9 1.0 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.9 1.3 1.3 1.0 0.6 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.9 0.7 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Λ CA #: 0017846 DTS Provident Design Engineering, LLP Λ Λ #9 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.7 0.6 1.0 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Intelligent Land Use UNIT Λ miry erly ROAD A T3-HS #15 Λ e Λ T s Λ Λ Λ Λ Λ UNI  Λ PT1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | a DTS PROVIDENT | T4-HS -7 Λ K S3 | | PT2 Λ olfe rly 33.1 | | | 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ ARCHITECT W 6 0° 1 Λ s & or Form UNIT #75 T #1 l #10 Λ PLANNER, CIVIL ENGINEER, LANDSCAPE UNI T U NI o y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 l Λ | 5' 2 UNIT #86 r 3 Λ Λ | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0" W Dor or Form1 Stone Wall 7 | Λ Ca Now 2-2-3 127.62' T #1 Now3.12-3 | Λ OSSINING, NY 10562 U NI Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ 37 CROTON DAM ROAD #11 UNI T Λ V.S. CONSTRUCTION CORPORATION UNIT #85 UNIT #74 | Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.7 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 #18 | T Λ 7 UNI t Λ OWNER / APPLICANT | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.1 0.2 1.2 1.2 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ R-10 5' T3-HS | | Λ 742 127.62' PT10 Λ Trus itz R=25.00' L=23.55' # EASEMENT (TYP.) rust 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.4 1.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S 13° 51' 45" W Λ all | | #12 T UNIT #73 #19 MATCHLINE (SEE SHEET SP-5.1) e MATCHLINE (SEE SHEET SP-5.1) STORAGE AREA UNIT T P Λ l UNIT #84 UNI L =23.5 Stone Wall g Λ A PROPOSED SNOW 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.1 0.8 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 eW Λ R =25.0 0 ' Λ cab ra Lev | Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LivinSoni DM o Ston Λ L= | #20 430.41' T v 2 Λ e 3 UNI l or 3-70 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 .0 0.0 0.0 0.2 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ UNIT #72 .55 0' #13 ' FILE .0 UNIT Λ UNIT #83 Re Barba The 3 R =25 w Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o Λ cab rnima erly Λ N 3.12- o #6 2 | Λ T v 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT Λ | Λ #63 UN #14 Re he Pu Form Λ Town of Cortlandt, New York UNIT #71 UNI T IT 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 UNIT #82 21 # Λ | UNIT 64 UN Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IT # ll Λ EVERGREEN MANOR Λ UN 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Λ Wa #22 UNIT Λ ROAD B e UNIT #70 Λ cyk 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.6' z Λ = 0.958 Acres s WATER EASEMENT Λ St o n u Λ PROPOSED 25 FT. WIDE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.6 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 AREA = 41,711.617 S.F. 23 R # Λ UNIT Λ Λ 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.9 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PARCEL UNIT #81 T3-HS ley rly Λ T3-HS 1 h Λ PT5 T4-HS s ROAD RIGHT OF WAY Λ T4-HS PT6 #24 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.2 0.3 0.7 0.9 0.4 0.6 0.5 0.2 0.0 0.0 0.0 0.1 0.2 0.3 0.8 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 R=60.00' L=301.53' PT11 UNIT Λ PT3 or 3-69 R 308 O & A Forme E 3 w A .76 d ' o D r N 3.12- a C Page 178 LIGHT POLES AND FIXTURES SHALL BE AS MANUFACTURED BY ARCHITECTURAL AREA LIGHTING AND ARE AS NOTED: POLE MODEL: DB18-4F12-188-BLT MOUNTING HEIGHT 14'-6" COLOR: BLACK FIXTURE: PROV2-36L-325-27K8-3/4-BLT-CL-HS LAMP TYPE: 36 LED EVERGREEN MANOR FIXTURE COLOR: BLACK OPTIONS: TYPE III & TYPE IV WIDE GLOBE STYLE: CLEAR LENS ANCHOR BOLT ORIENTATION PARALLEL TO ROADWAY Town of Cortlandt, New York SEE ROAD LIGHTING SCHEDULE ON CD-5.1 AND 5.2 FOR ADDITIONAL INFORMATION 12' BOLT PATTERN TO MATCH POLE ANCHOR BOLT TEMPLATE 1-1/2" x 1-1/2" CHAMFER CENTERLINE POLE CL 2' PLANTED AREA CONCRETE CURB OWNER / APPLICANT 2'-6" ROADWAY/PARKING LOT CL V.S. CONSTRUCTION CORPORATION 24" 24" 24" LONG ANCHOR BOLTS 37 CROTON DAM ROAD PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 4000 PSI CIRCULAR OSSINING, NY 10562 CONCRETE FOOTING FOUNDATION - SEE DETAIL 5 COMPACTED SUBGRADE PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT POST TOP ROAD LIGHT DTS PROVIDENT  3 Intelligent Land Use SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 GROUND LUG HANDHOLE - FUSED CONNECTION ATTACHED TO POLE AT EVERY POLE BOND ALL CONDUITS TO POLE, POLE BASE AND GROUND LUG CONTRACT VENDEE ACORN NUTS, TYP. LENNAR CORPORATION 6" COVER 2465 KUSER ROAD, FLOOR 3 1" X 1" CHAMFER HAMILTON, NJ 08690 POLE BASE FLANGE ANCHOR BOLT, SIZE SPECIFICATION & ARCHITECT - PARCEL 2 30" FOR AREA DOWNLIGHTS TOP LIGHTS; 6" FOR POST INSTALLATION AS RECOMMENDED BY 18" MANUFACTURER. HOLLIDAY ARCHITECTS 1'-0" MIN. JACKSON COMMONS FINISHED GRADE (TURF OR PAVEMENT) SUITE A4 30 JACKSON ROAD CAD WELD INSULATED BONDING AND GROUNDING MEDFORD, NJ 08055 BUSHING 2" GALVANIZED STEEL CONDUIT 2" PVC CONDUIT 5'-0" MIN. BELOW FINISHED GRADE 18" BELOW GRADE, NUMBER OF CONDUITS AS REQUIRED LAND USE ATTORNEY 8" GRD WIRE IN ZARIN & STEINMETZ 5/8" x 10' LONG COPPER CLAD SEAL AFTER NOTES: 81 MAIN STREET WIRING GROUND ROD 1. SUBMIT CUT SHEETS/SHOP DRAWINGS OF WHITE PLAINS, NY 10601 FOOTINGS TO PROJECT ENGINEER FOR REVIEW 4000 PSI PRECAST AND APPROVAL PRIOR TO INSTALLATION. ROUND CONCRETE FOOTING NO. 4 REBAR 2. VERIFY POLE BASE COVER DIMENSIONS AND ANCHORAGE PRIOR TO POLE BASE SURVEYOR LAPPED 24" FABRICATION. 3. POLES NOT CENTERED ON BASE WILL BE DANIEL T. MERRITTS, PLS #4 REBAR REJECTED. 4. SEE LIGHTING SCHEDULE FOR ADDITIONAL 394 BEDFORD ROAD HOOP 2'-0" MAX 1'-0" O.C. POLE AND FIXTURE INFORMATION. PLEASANTVILLE, NY 10570 5. SEE SITE LIGHTING PLAN FOR POLE LOCATIONS. 6. SEE ELECTRICAL PLANS FOR CIRCUITRY 3" INFORMATION. WETLAND CONSULTANT 4" GRAVEL BASE COMPACTED SUBGRADE TIM MILLER ASSOCIATES, INC. 24" 10 NORTH STREET COLD SPRING, NY 10516 POST TOP LIGHT FIXTURE POST TOP LIGHT POLE LIGHT POLE FOUNDATION 1 2 5 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. LIGHT POLES AND FIXTURES SHALL BE AS MANUFACTURED BY ARCHITECTURAL AREA LIGHTING AND ARE AS NOTED: POLE MODEL: DB12-4F10-188-BLT DECORATIVE FLUTED POLE MOUNTING HEIGHT 10'-6" COLOR: BLACK FIXTURE: PROV2-36L-325-AMB-2-BLT-CL-HS LAMP TYPE: 36 LED FIXTURE COLOR: BLACK OPTIONS: TYPE II ANCHOR BOLT ORIENTATION PARALLEL TO ROADWAY THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY SEE PATHWAY LIGHTING SCHEDULE ON CD-5.1 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. FOR ADDITIONAL INFORMATION 1-800-962-7962 OR 811 10' BOLT PATTERN TO MATCH POLE ANCHOR BOLT TEMPLATE 1-1/2" x 1-1/2" CHAMFER CENTERLINE POLE CL 18" PLANTED AREA CONCRETE WALKWAY NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 6" DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 6" ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND CL SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 4000 PSI CIRCULAR 24" LONG ANCHOR BOLTS 24" WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED CONCRETE FOOTING MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL PER MANUFACTURER'S DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF INSTALLATION INSTRUCTIONS ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. FOUNDATION - SEE DETAIL 5 COMPACTED SUBGRADE LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. POST TOP PATHWAY LIGHT NOT FOR CONSTRUCTION 8 SCALE: N.T.S. ELECTRICAL SITE LIGHTING NOTES: 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, LAWS AND REGULATIONS. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA REGULATIONS. 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO OWNER. ANY CLARIFICATIONS REQUIRED BY THE CONTRACTOR SHALL BE SUBMITTED TO OWNER FOR RESPONSE, PRIOR TO FINALIZATION OF BID SUBMISSIONS. 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE FULL SCOPE OF THE WORK, AND SHALL SUBMIT BIDS THAT REFLECT THE REQUIRED SCOPE OF WORK TO COMPLETE THE WORK. 5. ALL NEW LIGHT POLE BASES SHALL BE PRECAST CONCRETE TYPE, SUITABLE FOR THE PROPOSED LIGHT POLE AND FIXTURE ASSEMBLIES REQUIRED AT EACH LOCATION. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED EXCAVATION, PAVEMENT REPAIR, AND REMOVAL OF SOIL SPOILS AS A PART OF THE WORK. 6. ALL NEW LIGHT POLES AND LIGHT FIXTURES SHALL BE GROUNDED, IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. GROUND CONDUCTORS WILL ALL TIE BACK INTO THE PANELBOARD GROUND BAR WHERE THE CIRCUIT IS PARCEL 2 - DERIVED. SITE LIGHTING DETAILS 7. ALL NEW LIGHT FIXTURES SHALL BE EQUIPPED WITH FUSE CUT OUTS, ACCESSIBLE IN THE HAND HOLE OF EACH LIGHT POLE. FIXTURES SHALL BE INDIVIDUALLY FUSED. CARTRIDGE FUSES SHALL BE PROVIDED FOR EACH INDIVIDUAL FIXTURE, CARTRIDGE FUSES SHALL BE SIZED FOR 125% OF FULL LOAD CURRENT OF EACH FIXTURE. 8. PROVIDE A WARNING TAPE ABOVE ALL SITE LIGHTING CONDUIT PATHWAYS, YELLOW BACKGROUND, BLACK LETTERING, 4" WIDE, STATING: WARNING ELECTRIC BELOW. WARNING TAPE SHALL BE EQUIPPED WITH COPPER TRACING STRIP. INSTALL 12" BELOW FINISHED GRADE. 9. SEE ELECTRICAL DRAWINGS FOR LIGHTING CIRCUITS AND CONDUIT LAYOUT. 5 6 7 ELECTRICAL SITE LIGHTING NOTES SCALE: N.T.S. 9 SP-5.3 EXPIRES 7/31/26 Page 179 PLACEMENT OF GRANITE BLOCKS ALTERNATE PLACEMENT PERMITTED EXTEND ASPHALT BASE COURSE INTO EXISTING PAVEMENT DEPTH 3" OR MATCH EXISTING 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 NYSDOT ITEM No. 403.178302 1" RAKE NEW PAVEMENT OVERLAY DEPTH 1" SEE NOTE SAW CUT OR MATCH EXISTING 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 NYSDOT ITEM No. 403.138902 EVERGREEN MANOR PITCH AS SHOWN 1/2" MAX. 5-1/2" MIN. 1" ON PLANS Town of Cortlandt, New York 3" 6" FINISHED MAX. FACE PAVEMENT FINISHED SURFACE 10" 3" PAVEMENT 18" MIN. MIN. 20° 4" 12" MIN. 12" MIN 12" 6" 6" MIN MIN. EXISTING PAVEMENT NEW PAVEMENT 4" 4" 6" COMPACTED SUBBASE COURSE NYSDPT ITEM 304.14 4" MIN. MIN. 3500 PSI CONC. 4000 PSI CONCRETE TYPE A 3" 3" 12" MIN. NOTE: OWNER / APPLICANT COMPACTED SUBGRADE APPROVED COMPACTED 16" MIN. SAW CUT INTO EXISTING PAVEMENT APPLIES SUBGRADE V.S. CONSTRUCTION CORPORATION TO PAVEMENT REPLACEMENT AT UTILITY 37 CROTON DAM ROAD TRENCHES EXTENDING INTO R.O.W. OSSINING, NY 10562 NOTE: JOINTS TO BE 1/2" WIDE USING 1-2 MIX CEMENTS MORTAR STRUCK WITH CONCRETE TOOL NOTE: JOINTS TO BE 1/2" WIDE USING I-2 MIX CEMENTS MORTAR STRUCK WITH CONCRETE TOOL PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT VERTICAL GRANITE BLOCK CURB (WITH GUTTER) SAW-CUT PAVEMENT KEY-IN ASPHALT PAVEMENT MOUNTABLE GRANITE CURB DTS PROVIDENT  1 4 3 4 Intelligent Land Use NOT TO SCALE SCALE: N.T.S. SCALE: N.T.S. NOT TO SCALE DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 SIGN POSTS TO BE SIGN ELECTRICAL SITE LIGHTING NOTES: 2.1 SOIL MATERIALS (SEE SPECIFICATION 31 20 00 FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) 1/4" X 1/2" SCORED JOINT WITH TOOLED EDGES PANEL EVERY 4 LINEAR FEET FOR 4' WIDE WALKWAYS OR PUNCHED FULL LENGTH WITH 38" DIAM. HOLES, 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT EVERY 4.5 LINEAR FEET FOR 4.5' WIDE WALKWAYS OR Z-BAR APPLICABLE FEDERAL, STATE, AND WESTCHESTER COUNTY RULES, AS SHOWN ON PLANS 1" ON CENTER, WITH FIRST HOLE 1" FROM TOP STRINGER PLASTIC LAWS AND REGULATIONS. AVAILABLE FROM EXCAVATIONS. CONTRACT VENDEE 4000 PSI CLASS B, FIBER REINFORCED CONCRETE 5 WASHER B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, 1'-16 " WITH LIGHT BROOM FINISH. 2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE OR A COMBINATION OF THESE GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY LENNAR CORPORATION SIGN 6" X 6" - W2.0 X W2.0 WELDED 1/2" POST REQUIREMENTS OF THE WORK AS REQUIRED BY OSHA REGULATIONS. DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER DELETERIOUS MATTER. 2465 KUSER ROAD, FLOOR 3 WIRE MESH (2" MIN. COVER) JOINT SEALANT PER C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT HAMILTON, NJ 08690 3'-21 " STANDARD 3. THE CONTRACTOR SHALL REVIEW ALL OF THE SITE CONDITIONS PRIOR TO THE SUBMISSION OF THEIR BID TO EVERGREEN MANOR ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE GROUPS. BEDDING COURSE SHEET 12" 12" DESIGN MOMENT: 1750 FT*LBS ANY CLARIFICATIONS REQUIRED BY THE CONTRACTOR SHALL BE 1. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF PLAN BEND BOLTS STEEL SUBMITTED TO EVERGREEN MANOR FOR RESPONSE, PRIOR TO OPTIMUM MOISTURE CONTENT AT TIME OF COMPACTION. ARCHITECT - PARCEL 2 (1'-78" - 3 LB/FT 16" - 4 LB/FT OR BLUR THREADS BOLT SIGN POST) BASE POST COMPACTED SUBGRADE SIGN SCHEDULE FINALIZATION OF BID SUBMISSIONS. 2. UNSATISFACTORY MATERIALS ALSO INCLUDE MATERIALS BELOW STRUCTURES AND/OR FOUNDATIONS SIGN PANEL CONNECTION DETERMINED BY OWNER'S REPRESENTATIVES TO BE UNSATISFACTORY BEARING MATERIALS. HOLLIDAY ARCHITECTS 2 1/2" 1/2" JOINT DOWEL BAR NO. DESCRIPTION IMAGE MUTCD NO. SIZE 4. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE FULL D. SUBBASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, JACKSON COMMONS 1/2" EXPANSION JOINT SCOPE OF THE WORK, AND SHALL SUBMIT BIDS THAT REFLECT THE SUITE A4 1'-15 REQUIRED SCOPE OF WORK TO COMPLETE THE WORK. CRUSHED STONE, AND NATURAL OR CRUSHED SAND; MEETING NYSDOT SPECIFICATION FOR NYSDOT ITEM 30 JACKSON ROAD PAVEMENT OR STRUCTURE 1 STOP R1-1C 30"X30" 5. ALL NEW LIGHT POLE BASES SHALL BE PRECAST CONCRETE TYPE, 304.11 SUBBASE COURSE TYPE 1. THE USE OF RECYCLED MATERIAL FROM ANY OFF-SITE SOURCE WILL NOT BE PERMITTED AND RECYCLED MATERIAL FROM ONSITE DEMOLITION MAY NOT BE USED WITHOUT WRITTEN MEDFORD, NJ 08055 CENTROID OF SIGN SUITABLE FOR THE PROPOSED LIGHT POLE AND FIXTURE ASSEMBLIES ASSEMBLY REQUIRED AT EACH LOCATION. THE CONTRACTOR SHALL PROVIDE ALL AUTHORIZATION FROM THE OWNER. JOINT DETAIL SIGN POST 4" ALLOW. PROTRUSION REQUIRED EXCAVATION, PAVEMENT REPAIR, AND REMOVAL OF SOIL SPOILS AS A PART OF THE WORK. E. STRUCTURAL FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A LAND USE ATTORNEY ABOVE GROUND SURFACE SIGN POST 3 LB/FT 6. ALL NEW LIGHT POLES AND LIGHT FIXTURES SHALL BE GROUNDED, IN 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. ZARIN & STEINMETZ RIB-BAK ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. GROUND F. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, 81 MAIN STREET 7'-0" MIN. LOCKNUT CONDUCTORS WILL ALL TIE BACK INTO THE PANELBOARD GROUND BAR CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A WHITE PLAINS, NY 10601 HEIGHT WHERE THE CIRCUIT IS DERIVED. 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. 7. ALL NEW LIGHT FIXTURES SHALL BE EQUIPPED WITH FUSE CUT OUTS, G. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR NOTES: ACCESSIBLE IN THE HAND HOLE OF EACH LIGHT POLE. FIXTURES SHALL UNCRUSHED GRAVEL; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-21 SURVEYOR 1. EXPANSION JOINTS WITH JOINT SEALANT TO BE SPACED AT 16' O.C. FOR 4' WIDE WALKWAYS AND AT BE INDIVIDUALLY FUSED. CARTRIDGE FUSES SHALL BE PROVIDED FOR SHEAR EACH INDIVIDUAL FIXTURE, CARTRIDGE FUSES SHALL BE SIZED FOR " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. DANIEL T. MERRITTS, PLS 24' O.C. FOR 6' WIDE WALKWAYS MARION 125% OF FULL LOAD CURRENT OF EACH FIXTURE. H. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE 2. PROVIDE 1/2" EXPANSION JOINT WITH SEALANT BETWEEN CONCRETE WALKWAYS AND CONCRETE MINUTE MAN PIN 394 BEDFORD ROAD CURBS AND STRUCTURES BASE POST AND NATURAL SAND; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" 3. WALKS WITHIN PUBLICLY DEDICATED RIGHT-OF-WAY AREAS TO BE 6" THICK. BREAKAWAY 4 LB/FT 8. PROVIDE A WARNING TAPE ABOVE ALL SITE LIGHTING CONDUIT (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. PLEASANTVILLE, NY 10570 NOTES: SYSTEM PATHWAYS, YELLOW BACKGROUND, BLACK LETTERING, 4" WIDE, 4. SIDEWALKS AND DROP CURBS SHALL MEET ALL REQUIREMENTS OF THE NYSDOT STANDARD RIB-BAK I. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE SPECIFICATIONS. CHANNEL SET REFLECTIVE TRAFFIC SAFETY PANELS IN ALL BASE STATING: WARNING ELECTRIC BELOW. WARNING TAPE SHALL BE WETLAND CONSULTANT EMBEDMENT PEDESTRIAN CROSSING AND STOP SIGN POSTS PER ELEVATION MARION MINUTE MAN CONNECTION GRADING SIZE 1; WITH 100 PERCENT PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" 5. SIDEWALKS SHALL BE 5" THICK MINIMUM AND 7" THICK AT DRIVEWAYS AND CROSSINGS. POST EQUIPPED WITH COPPER TRACING STRIP. INSTALL 12" BELOW FINISHED 38" MIN. 6. SIDEWALKS SHALL HAVE A PANEL SIZE OF 5' WITH AN EXPANSION JOINT EVERY 20' MANUFACTURER'S INSTALLATION INSTRUCTIONS, REFLECTIVE GRADE. (37.5-MM) SIEVE. 7. SIDEWALKS TO HAVE BROOM SWEPT FINISH WITH CORNER TROWELING. YELLOW PANEL FOR PEDESTRIAN CROSSING SIGNS; TIM MILLER ASSOCIATES, INC. J. SAND: ASTM C 33; FINE AGGREGATE. REFLECTIVE RED PANEL FOR STOP SIGNS K. TOPSOIL: SEE PLANTING MEDIA PREPARATION AND PLACEMENT SPECIFICATION. 10 NORTH STREET COLD SPRING, NY 10516 CONCRETE SIDEWALK SIGN SCHEDULE AND TRAFFIC SIGN POST ELECTRICAL SITE LIGHTING NOTES SOIL MATERIAL NOTES (ADJACENT TO LANDSCAPE AREAS OR OTHER NON-CURBED AREAS) 5 6 7 8 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 2'-0" WIDE 2'-0" WIDE STABILIZED STABILIZED TURF 12'-0" WIDE ASPHALT PAVEMENT TURF ROAD (AS SHOWN AS PLANS) 10'-9" 10'-9" STEEL ANGLE CONNECTION 2" ASPHALT CONCRETE TOP COURSE - TYPE 6F3 (EACH SIDE) NYSDOT ITEM No. 403.178302 1X6 1X6 6X6 POST PITCH AS SHOWN 4" ASPHALT CONCRETE BINDER COURSE - TYPE 3 6X6 POST 6X6 POST 1X6 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY NYSDOT ITEM No. 403.138902 1X6 1X6 ON PLANS 1X6 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 3'-0" 1-800-962-7962 OR 811 HORN ACTIVATED OPENER SIMPSON METAL 2" COLUMN BASE 4" MIN. 8" 1'-6" ASPHALT PAVEMENT STABILIZED TURF (SEE DETAIL) BOTH SIDES 20 FT. WIDE EMERGENCY ACCESS ROAD NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. 8" COMPACTED SUBBASE FILTER FABRIC WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED COURSE NYSDPT ITEM 304.14 PREPARED SUBGRADE NOTE: MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS THE GATE SHALL BE DESIGNED, CONSTRUCTED, AND INSTALLED TO SHOWN BY THESE DRAWINGS. COMPLY WITH THE REQUIREMENTS OF ASTM F2200 AND UL325, IN ACCORDANCE WITH 2020 NYS FIRE CODE APPENDIX D 103.5 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. EMERGENCY ACCESS DRIVEWAY 9 EMERGENCY ACCESS ROAD GATE DETAIL 10 NOT FOR CONSTRUCTION SCALE: N.T.S. PARCEL 2 - SITE AND UTILITY DETAILS SP-6.1 EXPIRES 7/31/26 Page 180 B 2.1 SOIL MATERIALS (SEE SPECIFICATIONS FOR COMPETE SOIL MATERIAL AND EARTHWORK INFORMATION) END SECTION RIPRAP PAD SIZING (TYP) 4'-0" A. GENERAL: PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. La = LENGTH OF RIP RAP PAD 12" MIN. DEPTH B. SATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, AND SP ACCORDING TO ASTM D 2487, OR A COMBINATION OF THESE d = PIPE DIAMETER GROUPS; FREE OF ROCK OR GRAVEL LARGER THAN 3 INCHES IN ANY DIMENSION, DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION, AND OTHER w = 3*D + LA A A DELETERIOUS MATTER. 12" 24" La = 10' C. UNSATISFACTORY SOILS: SOIL CLASSIFICATION GROUPS SM, GC, SC, CL, ML, OL, CH, MH, OH, AND PT ACCORDING TO ASTM D 2487, OR A d= 1.25' EVERGREEN MANOR COMBINATION OF THESE GROUPS. C.A. UNSATISFACTORY SOILS ALSO INCLUDE SATISFACTORY SOILS NOT MAINTAINED WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT AT TIME SEE PLAN 3 MIN. w= 13.75, BUILD AS 14.00' OF COMPACTION 1 (2' MIN.) EDGE OF PAVEMENT D. SUBBASE MATERIAL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 5 PERCENT PASSING A NO. 200 Town of Cortlandt, New York B (0.075-MM) SIEVE. PLAN E. BASE COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR CRUSHED TURF REINFORCEMENT MAT AS SAND; NYSDOT ITEM 304.11. RECYCLED MATERIAL (BUILDING AND ROAD DEMOLITION MATERIAL AND RECYCLED MATERIAL CONSISTING OF BRICK, MANUFACTURED BY GEO-SYNTHETICS, INC. INSTALL 2" THICK GRASS SOD MIN. COVER TOP OF CASTING LEVEL CEMENT CONCRETE, OR OTHER MATERIALS) MAY NOT BE USED WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. (LANLOK TRM 435 OR APPROVED EQUAL) OVER SOIL BASE WITH TOP OF CURB 4" DEEP AMENDED SOIL 2'-0" EXISTING SUBGRADE F. ENGINEERED FILL: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR (SEE NOTE) 6" 4'-0" CONC. CURB 12" MIN. COMPACTED CRUSHED SAND; ASTM D 2940; WITH AT LEAST 90 PERCENT PASSING A 1-21" (37.5-MM) SIEVE AND NOT MORE THAN 12 PERCENT PASSING A NO. 200 (0.075-MM) SIEVE. SATISFACTORY MATERIAL SUBBASE 2 COURSES MASONRY BRICK G. BEDDING COURSE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE, AND NATURAL OR FOR LEVELING PURPOSES CRUSHED SAND; ASTM D 2940; EXCEPT WITH 100 PERCENT PASSING A 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. PLASTIC COATED STEEL STEPS H. DRAINAGE COURSE: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE, OR CRUSHED OR UNCRUSHED GRAVEL; ASTM D 448; INVERT CONFORMING TO NYSDOT COARSE-AGGREGATE GRADING SIZE 57; WITH 100 PERCENT PASSING A 1-21 " (37.5-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.8 (2.36-MM) SIEVE. (MAXIMUM SLOPE SHALL NOT EXCEED 5%) SECTION 725-02 OWNER / APPLICANT 12" 6" I. FILTER MATERIAL: NARROWLY GRADED MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND; ASTM D 448; NOTE: OUTLET PIPE COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT PASSING A 1" (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO.4 (4.75-MM) SIEVE. AMENDED SOIL COMPOSITION (CLEAN AND WEED SEED FREE): 50% SAND V.S. CONSTRUCTION CORPORATION 20-30% TOPSOIL WITH <5% CLAY CONTENT 37 CROTON DAM ROAD SUMP J. TRAP ROCK: NARROWLY GRADED MIXTURE OF WASHED CRUSHED STONE ASTM D 448; CORASE-AGGREGATE GRADING SIZE 1; WITH 100 PERCENT 18" 20-30% LEAF COMPOST PASSING A 4-INCH (100-MM) SIEVE AND 0 TO 15 PERCENT PASSING A 1-21" (37.5-MM) SIEVE. OSSINING, NY 10562 K. SAND: ASTM C 33; FINE AGGREGATE. 12" BEDDING COURSE 6" 4'-0" 6" #4 BARS L. IMPERVIOUS FILL: CLAYEY GRAVEL AND SAND MIXTURE CAPABLE OF COMPACTING TO A DENSE STATE. (COMPACTED CRUSHED STONE BASE) 8" O.C. BOTHWAYS PLANNER, CIVIL ENGINEER, LANDSCAPE M. TOPSOIL: SEE SPECIFICATION. UNDISTURBED SUBGRADE MATERIALS ARCHITECT SECTION A-A SCALE: N.T.S. SOIL MATERIAL VEGETATED SWALE DTS PROVIDENT  2 3 RIPRAP OUTLET PROTECTION/ENERGY DISSIPATOR 4 Intelligent Land Use SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. DTS Provident Design Engineering, LLP CA #: 0017846 FRAME AND GRATE PATTERN NO. 2617 OR 3407 One North Broadway FOR CATCH BASIN AS MANUFACTURED White Plains, NY 10601 BY CAMPBELL FOUNDRY, HARRISON, BERM, 12' MIN. ABOVE NEW JERSEY OR APPROVED EQUAL PONDING DEPTH SEE PLAN FOR RIM ELEVATION) CASTING AND COVER SHALL BE EQUAL TO PATTERN NO. 1012B AS MANUFACTURED BY CAMPBELL 3" AGED SHREDDED NORMAL PONDING 2 COURSES MASONRY BRICK FOUNDRY CO. HARRISON, N.J. OR APPROVED EQUAL MULCH DEPTH" 3 12" MIN FOR LEVELING PURPOSES TOP OF CASTING = AND STAMPED "DRAIN" PROVIDE GEO-TEXTILE 1 CONTRACT VENDEE 6" FINISH GRADE PRECAST REINFORCED CONCRETE FILTER FABRIC PAVEMENT CONTAINING 4,500 PSI CONCRETE PLANTING SOIL 2 COURSES OF BRICK LENNAR CORPORATION 6" BASIN BERM BASIN BERM 2' - 11" 2465 KUSER ROAD, FLOOR 3 8" #4 BARS 10-25% CLAY 12" O.C. 30-55% SILT 35-60% SAND AREA OF CIRCUMFERENTIAL 8" 3'-0" DIA. HAMILTON, NJ 08690 BOTHWAYS STEEL 12" SQ. IN / LIN. FT. 5.2 - 7.0 pH S.W.D. 1'-0" 1.5 - 4.0% ORGANIC MATTER 6" COMPACTED PLASTIC COATED STEEL STEPS CONFORMING TO ARCHITECT - PARCEL 2 SOILS 30" NYSDOT SECTION 725-02 OUTLET HOLLIDAY ARCHITECTS 12" OUTLET PIPE PRECAST CONCRETE RISER PIPE (SEE PLANS) SECTION AS NEEDED JACKSON COMMONS COMPACTED SUITE A4 10'-0" SOILS 30 JACKSON ROAD 12" BEDDING COURSE FILTER FABRIC MEDFORD, NJ 08055 12" (COMPACTED CRUSHED 6" CRUSHED STONE MIRAFI 160N (OR EQUAL) SEE DTL. "A" 6" 2'-6" 6" STONE BASE) (D50 = 6") DRAINAGE COURSE SELF SEALING UNDISTURBED EXISTING 4'-0" DIA. MIN. 5" RUBBER GASKET LAND USE ATTORNEY MATERIALS OUTLET CONTROL STRUCTURE (TWO PROJECTIONS) DETAIL "A" SUBGRADE TO BE 24" MIN. TO GROUNDWATER OR BEYOND. SEE PLAN FOR LOCATION ASTM C44360T ZARIN & STEINMETZ 12" MIN. SCARIFIED SUMP BEDROCK 81 MAIN STREET 18" TO 48" SECTION B-B BIORETENTION FILTER TO BE PLANTED PIPE WITH HERBACEOUS PLANTS. SEE SITE WHITE PLAINS, NY 10601 NOTES: LANDSCAPE PLAN, FOR PLANT LIST TOWN OF CORTLANDT CATCH BASIN STANDARD NOTES: 8" A. DRAINAGE FACILITY SHALL BE SURROUNDED WITH SILT FENCE DURING CONSTRUCTION. ONCE UPSTREAM AREA IS STABILIZED, SILT FENCE SHALL BE REMOVED AS APPROVED 7" A. PRE-CAST WITH MINIMUM INSIDE DIMENSION OF 48” WIDTH AND 30” SUITABLE FOR A CAMPBELL FOUNDRY HEAVY DUTY BY DOTS. PRECAST CONCRETE SURVEYOR BICYCLE SAFE / ADA ACCESSIBLE GRATE (CURB 2617 OR 3407) WEIR DETAIL B. SOIL SHALL BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1-INCH IN DIAMETER. PLACE PLANTING SOIL IN 12-INCH LIFTS, LOOSELY COMPACTED BASE RISER SECTION 12" CRUSHED STONE B. NO MORE THAN 2 COURSES OF SEWER GRADE BRICK AND MORTAR SCALE: N.T.S. 5 BEDDING COURSE DANIEL T. MERRITTS, PLS C. COMPRESSIVE STRENGTH OF ALL CONCRETE STRUCTURES SHALL BE NO LESS THAN 4000 PSI AND HAVING AN AIR (USE LIGHT EQUIPMENT SUCH AS BOBCAT COMPACT LOADER, ETC). DO NOT USE HEAVY EQUIPMENT WITHIN THE DRAINAGE FACILITY. THE SOIL SHALL A PERMEABILITY OF 0.5 " STL. REINF. RODS AT ENTRAINMENT OF 5% MINIMUM. MINIMUM LOADING SHALL BE AASHTO HS-20 WITH H-25 PROPOSED TO MEET THE INCH PER HOUR. SAND SUBSTITUTIONS SUCH AS DIABASE, GRAYSTONE #10, OR ROCK DUST ARE NOT ACCEPTABLE. NO CALCIUM CARBONATE OR DOLOMITIC SAND 8" O.C. BOTH WAYS UNDISTURBED SUBGRADE 394 BEDFORD ROAD REQUIREMENTS OF A 75,000-POUND FIRE TRUCK AND SIMILAR HEAVY VEHICLES. SUBSTITUTIONS ARE ACCEPTABLE. C. SOIL SHALL MEET THE FOLLOWING CRITERIA: 6' DIA. MATERIAL PLEASANTVILLE, NY 10570 D. MINIMUM DRAINAGE SIZE 15” HDPE PIPE. PH RANGE - 5.2-7.0 E. BACKFILL / BEDDING (6” ABOVE PIPE) VIRGIN ITEM-4, MEETING NYSDOT MATERIAL SPECIFICATION AND GRADATION NOTE: REQUIREMENTS. INSITU MATERIAL MAY BE USED AS BACKFILL ABOVE BEDDING AND BELOW FULL DEPTH PAVEMENT. PAVEMENT OR TOPSOIL, SEE PLANS ORGANIC MATTER 1.5-4% 1. ALL STRUCTURES TO SUPPORT H20 LOADING WETLAND CONSULTANT F. ALL STRUCTURES TO BE DEDICATED TO THE TOWN OF CORTLANDT SHALL HAVE A 12-INCH BEDDING LAYER. MAGNESIUM - 35 LBS/ACRE 2. CONCRETE SHALL BE A MINIMUM 4,500 PSI H. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS FOR ENGINEER AND TOWN APPROVAL PHOSPHOROUS - 75 LBS/ACRE 3. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS TIM MILLER ASSOCIATES, INC. POTASSIUM 85 LBS/ACRE FOR APPROVAL 10 NORTH STREET SOLUBLE SALTS - NOT TO EXCEED 500 PPM COLD SPRING, NY 10516 4'-0" MIN., SANITARY SEWER 2'-0" MIN., STORM DRAIN 4'-6" MIN., WATER MAIN CATCH BASIN CURB TYPE (CB) STORMWATER BIORETENTION BASIN STORMWATER PRECAST MANHOLE 1 6 7 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. VARIES PIPE COVER 6" MINIMUM 3'-8" YD 4'-2" DI PIPE O.D. PIPE PIPE O.D. 3'-0" YD 4" (12" MIN.) 0.D. (12" MIN.) 3'-6" DI 6" 2'-0" YD 3'-0" YD 2'-6" DI 3'-6" DI 6" 6" PIPE BEDDING 6" IMPORTED BEDDING 6" MINIMUM UNDISTURBED GROUND / VIRGIN SOIL COURSE MATERIAL STORM / SEWER / WATER THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. PIPES 1-800-962-7962 OR 811 4" SUMP WITH GRAVEL PLAN HEAVY DUTY POCKET FRAME AND GRATE AS NOTES: MANUFACTURED BY 1. WHEN PIPES ARE TO BE INSTALLED IN FILL SECTIONS, THE CONTRACTOR SHALL INSTALL CRUSHED STONE, GRAVEL OR APPROVED STRUCTURAL FILL. OUTLET PIPE CAMPBELL FOUNDRY CAT. 2. BACKFILL TO 95% RELATIVE MATERIAL COMPACTED DRY DENSITY AT OPTIMUM MOISTURE UNDER PAVED AREAS AND 90% UNDER LANDSCAPED NO. 2129B YD / 2816 DI AREAS (TYP.) 4 21" DI 4" YD (H-20 LOADING) 3. BACKFILL/BEDDING (6" ABOVE PIPE) VIRGIN ITEM-4, MEETING NYSDOT MATERIAL SPECIFICATION AND GRADING REQUIREMENTS. INSITU MATERIAL MAY BE USED AS BACKFILL ABOVE BEDDING AND BELOW FULL DEPTH PAVEMENT. 4. REFER ALSO TO DETAIL 4, DWG. SP-4.1 (SAW-CUT PAVEMENT KEY-IN) FOR TRENCHING WITHIN EXISTING PAVEMENT. 5. CONTRACTOR SHALL SURROUND THE NEW PIPE WITH 6-INCHES OF NYSDOT ITEM 304.14 ALL AROUND THE OUTSIDE OF THE PIPE. 6. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾" VARIES WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6- INCH LIFTS. 7. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED AND PIPE SHALL BE IN CENTER OF THE TRENCH. 2 COURSES OF BRICK FOR BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT FINAL ADJUSTMENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 8. REMOVE ALL BEDROCK WITHIN 6-INCHES OF PIPE. ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 9. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING 6" PRECAST CONCRETE SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER 6" YD 18"DI MIN. OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT TO (TYP.) WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. DOTS FOR REVIEW A TRENCHING PLAN. 4" 4" 6" COMPACTED CRUSHED STONE (BEDDING COURSE) WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 10. RECYCLED FILL/ITEM 4 IS NOT PERMITTED AS BACKFILL. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 11. WHEN DETERMINED BY ENGINEER OR DOTS, AND AS DIRECTED, REMOVE UNSUITABLE MATERIAL AND BACKFILL WITH NYSDOT ITEM 304.14 OR ¾” UNDISTURBED SUBGRADE DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS WASHED GRAVEL AND CRUSHED STONE, COMPACT IN 6-INCHLIFTS. MATERIALS 8" SHOWN BY THESE DRAWINGS. 12. FOR CL-54 CEMENTED LINED DIP WATER MAIN AND CI-52 CEMENT LINED DIP SEWER MAIN, TRENCH SHALL BE 30-INCHES PLUS THE O.D. OF PIPE, NOTE: AND PIPE SHALL BE IN CENTER OF THE TRENCH. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 1. ALL STRUCTURES TO SUPPORT H20 LOADING 6" SQ. SECTION YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 13. THE CONTRACTOR SHALL FOLLOW ALL GUIDELINES ESTABLISHED BY OSHA (TITLE 29 PART 1926.650-652 (SUBPART-P) FOR TRENCHING 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION OPERATIONS. TRENCHES GREATER THAN 5-FEET IN DEPTH REQUIRE A PROTECTIVE SYSTEM, PRIOR TO ANY WORK, CONTRACTOR SHALL SUBMIT DRAWINGS FOR APPROVAL 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. TO DOTS FOR REVIEW A TRENCHING PLAN. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. TRENCH DETAIL (STORM / SEWER / WATER) DRAIN INLET (DI) / YARD DRAIN (YD) NOT FOR CONSTRUCTION SCALE: N.T.S. 8 9 SCALE: N.T.S. PARCEL 2 - SITE AND UTILITY DETAILS SP-6.2 EXPIRES 7/31/26 Page 181 PLOTTED BY: DTS PROVIDENT DESIGN ENGINEERING, LLP KENNETH MURPHY 5/22/2025 8:50 AM C:\USERS\KMURPHY\DC\ACCDOCS\DTSP\0812_EVERGREEN MANOR-CORTLANDT\PROJECT FILES\DTS\2025 MASTER SITE PLAN\812 P2 SP-6.1 SITE AND UTILITY DETAILS.DWG PIPE REMOVED WATER MAIN NOTES: FROM SERVICE WATER LINE a) ALL PIPE SUPPLIED IS UNITED PIPE AND FOUNDRY "TYTON JOINT" WITH PUSH ON ENCASE IN RUBBER GASKETS WITH TWO (2) BRONZE WEDGES PER JOINT, DOUBLE CEMENT BLOCK DIMENSIONS THRUST BLOCK LINED CLASS 54 DUCTILE IRON PIPE, WITH A PRESSURE RATING OF 350 PSI; C 3,500 PSI CONC. PIPE CONC. CONC. 3,500 PSI CONC. b) ALL FITTINGS SHALL BE FULL BODY, MECHANICAL JOINT WITH RETAINER GLANDS, 18" MIN. 2' MIN. DIA. BEND A (FT.) B (FT.) C (FT.) DOUBLE CEMENT LINED, DUCTILE IRON PIPE AS MANUFACTURED BY UNITED D.I.P. BEND (CF) (CY) (IN.) NO CONC. SHALL BE BLOCK DIMENSIONS SEWER OR 90 10.9 130.8 4.9 BRANCH DRAIN LINE STATES PIPE AND FOUNDRY COMPANY, MADE IN THE U.S.A. OR APPROVED 6.0 2.0 POURED AGAINST JOINTS CONC. CONC. SIZE A (FT.) B (FT.) C (FT.) EQUAL. 'B' (CF) (CY) EVERGREEN MANOR 45 7.9 4.5 2.0 71.1 2.7 UNDISTURBED (IN.) c) THE PIPE AND FITTINGS SHALL BE CEMENT MORTAR LINED TO TWICE THE 'B'/2 16 22 21 6.0 3.0 2.0 36.0 1.3 TRENCH WALL 10' MIN. 6 3.7 2.0 2.0 14.8 0.5 10' MIN. STANDARD THICKNESS IN ACCORDANCE WITH ANSI A21.4 (AWWA C104) EXCEPT C 11 41 0.7 DEFLECTION OF PIPE AS PER 3.6 2.5 2.0 18.0 MANUFACTURER'S RECOMMENDATIONS AS NOTED. SECTION VIEW Town of Cortlandt, New York 8 5.0 2.5 2.0 25.0 0.9 90 9.4 4.0 2.0 75.2 2.8 OR AS REQUIRED BY d) ALL CHANGES IN PIPE DIRECTIONS, REQUIRING FITTINGS BOTH VERTICAL AND 45 5.8 3.5 2.0 40.6 1.5 10 6.3 3.0 2.0 37.8 1.4 THE WATER DEPARTMENT HORIZONTAL, SHALL BE SECURED WITH RETAINER GLANDS AND THRUST 12 22 21 4.2 2.5 2.0 21.0 0.8 BLOCKED WITH CONCRETE AGAINST UNDISTURBED EARTH. 12 6.7 4.0 2.0 61.6 2.3 11 41 2.6 2.0 2.0 10.4 0.4 e) ALL BENDS, TEES AND SOLID SLEEVES SHALL BE MECHANICAL JOINT WITH 16 10.3 4.5 2.0 92.7 3.4 20' MIN. RETAINER GLANDS, PRESSURE CLASS 350, DUCTILE IRON AS MANUFACTURED BY 90 6.7 4.0 2.0 53.6 2.0 UNITED STATES PIPE AND FOUNDRY COMPANY OR APPROVED EQUAL. SOLID 45 5.8 2.5 2.0 29.0 1.1 10 SLEEVES SHALL BE A MINIMUM 12" IN LENGTH. 22 21 3.7 2.0 2.0 14.8 0.5 8" MIN. PLAN VIEW f) ALL FITTINGS SHALL CONFORM TO THE FOLLOWING OR LATEST SPECIFICATIONS: 11 41 2.5 1.5 2.0 7.5 0.3 90 5.1 3.5 2.0 35.7 1.3 DUCTILE IRON FITTINGS: ANSI/AWWA C110/A21.10 18" MIN. 45 3.8 2.5 2.0 19.0 0.7 SANITARY SEWER OR ANSI/AWWA/C104/A21.04 8 2' MIN. WATER LINE 22 21 3.3 1.5 2.0 9.9 0.4 A STORM DRAIN C (PRESSURE PIPE) FITTING JOINTS: ANSI/AWWA C111/A21.11 11 41 2.5 1.0 2.0 5.0 0.2 THRUST BLOCK AT CAP 10' MIN. 10' MIN. 90 4.1 2.5 2.0 20.5 0.8 'A' 2.8 2.0 2.0 11.2 0.4 g) GATE VALVES SHALL BE MUELLER IRON BODY, NON-RISING STEM CONVENTIONAL OWNER / APPLICANT B 45 PACKING, RESILIENT SEATED, MECHANICAL JOINT WITH RETAINER GLANDS, 6 NOTE: PLAN VIEW 22 21 2.8 1.0 2.0 5.6 0.2 BLOCK DIMENSIONS 1. FOR ANY CONDITIONS OTHER THAN SHOWN AT RIGHT, THE FOLLOWING REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER OR PRESSURE CLASS 350, OPENING LEFT (CCW) AND OPERATION SHALL BE BY 2" V.S. CONSTRUCTION CORPORATION 11 41 1.4 1.0 2.0 2.8 0.1 PIPE CONC. CONC. STORM DRAIN SHALL BE A MINIMUM OF 10' FROM THE POINT OF CROSSING. THE SANITARY SEWER SHALL BE CLASS 150 PRESSURE PIPE AND THE SQUARE WRENCH NUT. ALL GATE VALVES SHALL CONFORM TO THE LATEST 37 CROTON DAM ROAD DIA. BEND A (FT.) B (FT.) C (FT.) STORM DRAIN SHALL BE LOCK JOINT PRESSURE PIPE. WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY DEPARTMENT (IN.) (CF) (CY) OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED. SPECIFICATIONS OF ANSI/AWWA C509. OSSINING, NY 10562 SECTION VIEW 2. WHERE THE WATER LINE PASSES BENEATH THE SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SHALL BE A MINIMUM OF 10' FROM THE h) ALL VALVE BOXES SHALL BE MADE IN THE USA AND SHALL CONFORM TO THE (BACK OF THRUST BLOCK) 90 12.0 8.3 6.3 313.7 11.5 POINT OF CROSSING. SEWER PIPE SHALL BE CLASS 150 PRESSURE PIPE AND THE STORM DRAIN SHALL BE LOCK-JOINT PRESSURE PIPE. LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES SHALL BE MANUFACTURED 45 12.0 7.5 5.0 225.0 8.3 16 3. REQUIREMENTS AS STATED IN TWO CONDITIONS ABOVE WILL ALSO APPLY WHEN HORIZONTAL SEPARATION BETWEEN THE SEWER AND WATER IS BY TYLER UNION, MODEL 6855 SLIP TYPE, CAST IRON - 2 PIECES WITH AN 22 21 11.5 7.0 3.0 120.8 4.5 LESS THAN 10' AND VERTICAL SEPARATION IS LESS THAN 18". WHERE THE ABOVE CONDITIONS CANNOT BE MET, THE WESTCHESTER COUNTY EXTENSION HEIGHT BETWEEN 39"-60". LIDS SHALL BE MARKED "WATER". PLANNER, CIVIL ENGINEER, LANDSCAPE THRUST BLOCK AT HORIZONTAL BEND DEPARTMENT OF HEALTH WILL BE NOTIFIED AND THEIR APPROVAL WILL BE REQUIRED IF NOT PREVIOUSLY APPROVED. 11 41 9.0 4.5 3.0 60.8 2.3 i) RETAINER GLANDS ARE "MEGALUG" SERIES 1100 MECHANICAL JOINT RESTRAINT ARCHITECT 90 10.0 6.5 5.5 178.8 6.6 FOR DUCTILE IRON PIPE AS MANUFACTURED BY EBAA IRON, INC. THEY SHALL BE 12 45 22 21 9.5 9.0 6.5 5.0 4.3 3.0 132.8 67.5 4.9 2.5 CONSTRUCTED OF ASTM A536 DUCTILE IRON AND APPROVED FOR USE ON POTABLE WATER PIPE LINES SUBJECT TO HYDROSTATIC PRESSURE AND TESTED DTSIntelligent PROVIDENT  Land Use TITLE TITLE CROSSING OF WATER LINE AND STORM / SANITARY SEWER IN ACCORDANCE WITH EITHER AWWA C600 OR ASTM D2774. 11 41 8.0 4.5 3.0 54.0 2.0 2 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. j) THRUST BLOCKS SHALL HAVE A COMPRESSIVE STRENGTH OF FC = 3,500 PSI DTS Provident Design Engineering, LLP CA #: 0017846 90 11.0 6.25 3.75 128.9 4.8 EYEBOLTS SET (MINIMUM) AT 28 DAYS AND SHALL BE FORMED AND POURED AGAINST One North Broadway BLOCK DIMENSIONS IN CONCRETE 45 10.0 5.0 3.75 93.8 3.5 10 UNDISTURBED EARTH. White Plains, NY 10601 BRANCH 22 21 8.0 4.5 3.0 54.0 2.0 CONC. CONC. ANCHOR RODS k) AFTER THE TRENCH HAS BEEN BACKFILLED, HYDROSTATIC ACCEPTANCE TESTS, POUR THRUST BLOCK SIZE A (FT.) B (FT.) C (FT.) HYDRANT SHALL BE (CF) (CY) 11 41 8.0 4.5 3.0 54.0 2.0 AGAINST UNDISTURBED SOIL (IN.) EDGE OF TRENCH (SEE SCHEDULE BELOW) "MUELLER" SUPER CENTURION 350 CONSISTING OF A PRESSURE TEST AND A LEAKAGE TEST, SHALL BE PERFORMED NOTE: 6 3.7 2.0 2.0 14.8 0.5 90 9.5 4.5 4.0 85.5 3.2 1. PUMPER OUTLET SHALL FACE STREET; MODEL #A423HP, WITH SAFETY 2'-6" MAX. ON ALL SECTIONS OF WATER MAINS INSTALLED. LEAKAGE TEST 2000 FT (MAX.). 'A' 9.5 3.3 62.7 2.3 BREAKAWAY FLANGE, 3-WAY, OPENING l) AFTER ALL TESTS AND INSPECTIONS HAVE BEEN PERFORMED EVIDENCE OF 18" MIN. 8 5.0 2.5 2.0 25.0 0.9 8 45 4.0 HOSE OUTLETS SHALL BE PARALLEL TO STREET. LEFT (CCW). THE PUMPER NOZZLE/MAIN 1'-6" MIN. COMPLIANCE SHALL BE FORWARDED TO THE OWNER/ENGINEER AND THE ARCHITECT - PARCEL 1 CONTRACT VENDEE EDGE OF 22 21 8.0 4.5 3.0 54.0 2.0 2. PLUMBNESS OF HYDRANT TO BE VALVE SHALL BE 5 41" , THE TWO HOSE TRENCH 10 6.3 3.0 2.0 37.8 1.4 11 41 8.0 4.5 3.0 54.0 2.0 MUNICIPALITY PRIOR TO ACCEPTANCE. STEIN TROOST LENNAR ARCHITECTURE, LLC CORPORATION 2' MIN. CHECKED IN TWO DIRECTIONS, 90^ NOZZLES SHALL BE 2 21". APART. m) ALL WATER FOR TESTS SHALL BE FURNISHED AND DISPOSED OF BY THE ONE MORGAN AVENUE C 4.5 2465 KUSER ROAD, FLOOR 3 B 12 6.7 4.0 2.0 61.6 2.3 90 8.0 3.3 54.0 2.0 CONTRACTOR AT THE CONTRACTOR'S EXPENSE. SOURCE AND/OR QUALITY OF 3. RODDING SHALL CONSIST OF TWO 43" NORWALK, CONNECTICUT 06851 18"MIN. 16 10.3 4.5 2.0 92.7 3.4 A 6 45 8.0 4.5 3.3 54.0 2.0 THREADED RODS CAREFULLY COATED EDGE OF WATER WHICH THE CONTRACTOR PROPOSES TO USE IN TESTING LINES SHALL BE HAMILTON, NJ 08690 22 21 8.0 4.5 3.0 54.0 2.0 WITH BITUMASTIC PAINT. RODDING PAVEMENT OR CURB ACCEPTABLE TO THE DEPARTMENT OF TECHNICAL SERVICES. FINISHED GRADE MIN. 2 CY OF 11 41 8.0 4.5 3.0 54.0 2.0 MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE ONLY WHERE A WHEN DIRECTED n) HYDROSTATIC PRESUMPTIVE TESTS MAY BE PERFORMED WHEN SYSTEM IS LAND USE ATTORNEY ARCHITECT - PARCEL 2 CONC. THRUST TAPPING VALVE OR HYDRANT VALVE PARTIALLY BACKFILLED TO SIMPLY CHECK WORK, BUT ACCEPTANCE OF SYSTEM BLOCK GRAVITY BLOCKS ANCHORING TEE IS USED. DRAIN HOLES TO BE PLUGGED SHALL BE BASED ON HYDROSTATIC TESTS RUN ON FINISHED SYSTEM AFTER IT ZARIN & STEINMETZ HOLLIDAY ARCHITECTS 3,500 PSI CONC. NOTES: VERTICAL UP 4. 1 12" STONE SHALL BE PLACED AROUND IN AREAS OF HAS BEEN COMPLETELY BACKFILLED. 81 MAIN STREET JACKSON COMMONS SPLIT COLLAR W/ 34" GRAVITY BLOCKS SHALL REQUIRE A MINIMUM OF 2 CY 1. ALL THRUST BLOCKS SIZED IN ACCORDANCE WITH AWWA THREADED RODS W/ CONCRETE PER INSTALLATION. THE HYDRANT FROM THE BOTTOM OF HIGH GROUND WATER. 6" VALVE AND VALVE BOX TO BE o) FOR THE PRESSURE TEST, THE SYSTEM SHALL BE PRESSURIZED AND WHITEA4 SUITE PLAINS, NY 10601 PLAN VIEW D.I.P. TEE DUCTILE IRON PIPE AND FITTINGS, AWWA MANUAL M41 THE TRENCH, BUT AT LEAST 6" BELOW (SEE NOTE 5) WASHERS AND NUTS MAINTAINED AT A MINIMUM OF 150 POUNDS PER SQUARE INCH, OR 1.5 TIMES THE SECOND EDITION - DUCTILE IRON PIPE RESEARCH ANCHOR RODS AS ANCHOR BOLTS IMBEDDED REFER TO "GRAVITY BLOCK RESTRAINT INSTALLATION DETAIL". THE BASE OF THE HYDRANT TO 6" 2 LAYERS OF TARPAPER MUELLER CAT. NO. 2380 WORKING PRESSURE, WHICHEVER IS GREATER, BASED ON THE ELEVATION OF 30 JACKSON ROAD THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. (SEE SCHEDULE BELOW) IN THE THRUST BLOCK (AS ABOVE THE WASTE OPENING AND TO A OVER 1 21" STONE OR APPROVED EQUAL SURVEYORNJ 08055 MEDFORD, 2. CALCULATIONS APPLY A 1.5 SAFETY FACTOR. PART OF THRUST BLOCK DISTANCE OF 12" AROUND THE ELBOW. RODDING BETWEEN THE LOWEST POINT IN THE SECTION BEING TESTED AND CORRECTED TO THE 3. CALCULATIONS BASED UPON MINIMUM PRESSURE CLASS REFER TO "THRUST BLOCK NOTES" FOR INSTALLATION 5. HYDRANTS WITH PLUGGED DRAINS TEE AND VALVE ELEVATION OF THE GAUGE. PROVISIONS SHALL BE MADE TO RELIEVE AIR DANIEL T. MERRITTS, PLS OF PIPE WITH STANDARD CEMENT-MORTAR LINING. ITEM) REQUIREMENTS WHERE APPLICABLE. STONE, CONCRETE SHALL HAVE A 3" BLACK CIRCLE PAINTED 4. CALCULATIONS BASED UPON A SOIL BEARING PRESSURE EYEBOLTS SET DIRECTLY UNDER THE PUMPER OUTLET. OR CONCRETE BLOCK, AND BETWEEN VALVE AND HYDRANT TRAPPED AT HIGH POINTS IN THE SYSTEM THROUGH ADJACENT HYDRANTS OR LAND USE ATTORNEY 394 BEDFORD ROAD ANCHOR SCHEDULE FOR GRAVITY BLOCKS MINIMUM 6" THICK THROUGH TAPS AND CORPORATION STOPS INSTALLED FOR THIS PURPOSE BY OF 1,000 LBS. PER SQUARE FOOT. IN CONCRETE 6. HYDRANT DRAINS TO BE PLUGGED AND 12" SQUARE PLEASANTVILLE, NY 10570 ZARIN & STEINMETZ C 5. CALCULATIONS BASED UPON A 130 PSI TEST PRESSURE, PIPE DIAMETER RODS MIN. EMBEDMENT LENGTH WHERE THE WATER TABLE IS WITHIN 7' (SEE NOTE 3) THE CONTRACTOR. AFTER SAID PRESSURE HAS BEEN MAINTAINED MIN. 2 CY OF 81 MAIN STREET B 2' MIN. MAXIMUM OF FINISHED GRADE. WHEN THE DRAINS 4,000 PSI CONCRETE THRUST BLOCK SUCCESSFULLY FOR A PERIOD OF AT LEAST TWO HOURS, AND NO LEAKAGE HAS 6. DIMENSIONS ESTABLISHED BASED UPON TRUNCATED TRIANGULAR SHAPED THRUST BLOCK GEOMETRY CONC. THRUST BLOCK 16" 12" 3 - #4 3 - #4 24" 18" ARE PLUGGED, THE BARRELS MUST BE PUMPED DRY AFTER USE DURING OR STONE ANCHORAGE BEEN OBSERVED, THE SECTION UNDER TEST SHALL BE CONSIDERED TO HAVE WETLAND WHITE CONSULTANT PLAINS, NY 10601 2 - #5 12" AGAINST 7. ALL CONCRETE SHALL BE A MINIMUM 3,500 PSI OR 6" FREEZING WEATHER. WHERE HYDRANT PASSED THE PRESSURE TEST. A EDGE OF TRENCH UNDISTURBED EARTH TIM MILLER ASSOCIATES, INC. 'B' 8" 2 - #5 12" GREATER AT 28 DAYS DRAINS ARE NOT PLUGGED, A GRAVEL p) IF LEAKAGE IN SYSTEM IS OBSERVED, THE CONTRACTOR SHALL, AT NO ADDED SURVEYOR 'B'/2 8. ALL THRUST BLOCKS SHALL BE POURED AGAINST NOTE: POCKET OR DRY WELL SHALL BE LIMITS OF COST TO THE OWNER, LOCATE, REPAIR, AND/OR REPLACE DEFECT(S) AND 10 NORTH STREET UNDISTURBED SOILS 1. ALL EMBEDDED RODS SHOULD HAVE STANDARD ACI PROVIDED UNLESS THE NATURAL SOILS 1 21 " STONE 6" RE-TEST PIPING SYSTEM. COLD SPRING, DANIEL NY 10516 T. MERRITTS, PLS 9. NO CONCRETE SHALL BE POURED AGAINST PIPE JOINTS HOOKS. WILL PROVIDE ADEQUATE DRAINAGE. FOR DRAINAGE. SECTION VIEW 10. THRUST BLOCK SHOWN ARE MINIMUM SIZES 2. IN SOME CASES, IT WILL BE NECESSARY TO INCREASE HYDRANT DRAINS SHALL NOT BE (SEE NOTE 4) q) THE WATER LINE MAY BE FLEXED WITHIN PIPE SPECIFICATIONS OR LAID DEEPER 394 BEDFORD ROAD 11. THRUST BLOCK FOR 90 DEGREE BENDS SHALL ONLY BE THE MINIMUM DIMENSIONS SHOWN TO ATTAIN THE CONNECTED TO OR LOCATED WITHIN 10' IN AREAS WHERE A CROSSING WITH A SANITARY LINE OCCURS, TO ACHIEVE THE PERMITTED ON FJ TO FJ CONNECTIONS. OF SANITARY SEWERS OR STORM PLEASANTVILLE, NY 10570 VERTICAL DOWN MINIMUM CONCRETE VOLUMES. REQUIRED 1.5' VERTICAL SEPARATION DISTANCE. IF THIS DISTANCE CANNOT BE NOTE: THRUST BLOCK AT TEE 12. ALL WORK TO CONFORM TO WESTCHESTER JOINT WATER DRAINS. NO CONC. SHALL WORKS AND TOWN OF HARRISON STANDARDS AND REASONABLY ACHIEVED, THE CONTRACTOR SHALL USE PRESSURE RATED BE POURED SPECIFICATIONS. THRUST BLOCK AT HORIZONTAL BEND 6" LATERAL SANITARY SEWER PIPE OF EQUAL OR GREATER RATING THAT THE PRESSURE WETLAND CONSULTANT AGAINST JOINTS CLASS FOR THE WATER LINE. r) MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINS AND SEWER PIPE TIM MILLER ASSOCIATES, INC. SHALL BE 18 INCHES MEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT 10 NORTH STREET OF CROSSING. ONE FULL STANDARD LAYING LENGTH OF WATER MAIN SHALL BE COLD SPRING, NY 10516 CENTERED UNDER OR OVER THE SEWER SO THAT BOTH JOINTS WILL BE AS FAR THRUST BLOCK HYDRANT SETTING FROM THE SEWER LINE AS POSSIBLE. IN ADDITION, WHEN THE WATER MAIN SCALE: N.T.S. 1 3 PASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT (COMPACTED SCALE: N.T.S. SELECT FILL) SHALL BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS AND SETTLING OF THE SEWER PIPE ON THE WATER MAIN. TOP OF CASTING FINISH HEAVY DUTY CASTINGS AND COVERS MINIMUM HORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINS AND GRADE; SEE PLANS FOR MANUFACTURED BY CAMPBELL FOUNDRY CO. SEWER PIPES (INCLUDING MANHOLES AND VAULTS) SHALL BE 10 FEET ELEVATION PATTERN NO. 1041B WITH LETTERING "SEWER" OR MEASURED FROM THE OUTSIDE OF THE PIPES, MANHOLES OR VAULTS. APPROVED EQUAL UNDISTURBED s) ALL WATER MAINS SHALL HAVE A MINIMUM OF FOUR FEET OF COVER FROM THE 2 COURSES OF BRICK 2-11" 12" SIDES OF 12" TOP OF THE MAIN TO FINISHED GRADE. THE CONTRACTOR SHALL CHECK ALL 3" CLEAR FROM UNDERSIDE 12" LABEL CL TRENCH FINISHED GRADE STAKES BEFORE TRENCHING TO ENSURE THAT ALL INSTALLED OF COVER TO TOP OF CAP. 8" 3' - 0" WATERMAINS WILL HAVE THE REQUIRED COVER. 8" 12" CLEAN-OUT FRAME AND COVERS SHALL BE PIPE t) THE SUPPLIER OF WATER MUST RECEIVE AT LEAST 48-HOUR ADVANCE AREA OF CIRCUMFERENTIAL FINISHED GRADE STEEL 12" SQ. IN / LIN. FT. PATTERN NO. 4153 OR AN APPROVED EQUAL NOTIFICATION REQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BE (PAVEMENT AREAS) AS MANUFACTURED BY CAMPBELL FOUNDRY COMPANY. 6" PERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATE LICENSED OR PLASTIC COATED STEEL (See notes Below). PIPE REGISTERED DESIGN PROFESSIONAL (ENGINEER, ARCHITECT, OR LAND 1' STEPS CONFORMING TO NYSDOT SECTION 725-02 FINISHED GRADE SURVEYOR WITH A SPECIAL EXEMPTION UNDER SECTION 7208(N) OF THE (NON-PAVEMENT AREAS) THREADED CAP EDUCATION LAW) CERTIFYING THAT THE WATER SUPPLY IMPROVEMENTS, 12" SELF SEALING BUTYL RUBBER GASKET TESTING AND DISINFECTION PROCEDURES WERE COMPLETED IN ACCORDANCE THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY TYP. (TWO PROJECTIONS) WITH THE APPROVAL PLANS, REPORTS, SPECIFICATIONS AND ANY APPROVED PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. ASTM C44360T CONCRETE ANCHOR AMENDMENTS. A NYSDOH CERTIFIED LABORATORY WILL COLLECT SAMPLES FOR 1-800-962-7962 OR 811 PRECAST CONCRETE RISER DETAIL "A" SECTION AS NEEDED MIN. 3,000 PSI. FREE CHLORINE RESIDUAL, TOTAL AND FECAL COLIFORM AND 24-HOUR 4"-6" MIN. 3/4" WASHED (HEIGHT VARIES) BACTERIAL PLATE COUNT. THE CERTIFICATE OF COMPLIANCE SHALL BE SEE DTL. "A" GRAVEL OR CRUSHED STONE USE FLEXIBLE BASE UNDER CLEAN-OUT 4" PVC OR DIP PROVIDED TO THE WATER MAINTENANCE SUPERVISOR AS A CONDITION OF RUBBER BOOT, TYP. NOTE: FRAME AND COVER. APPROVAL FOR OPERATION. 4'-0" DIA. MIN. NOTES: (ALL PIPE 1. ALL STRUCTURES AND CASTINGS TO SUPPORT H20 LOADING u) THE CONTRACTOR SHALL COORDINATE THE TESTING WITH THE WATER CONNECTIONS, (5'-0" DIA ≥ 10' DEEP) 2. CONTRACTOR TO SUBMIT FABRICATION SHOP DRAWINGS 1. PIPE ANCHORS SHALL BE INSTALLED AS FOLLOWS: 5" DEPARTMENT SO AS TO MAINTAIN THE AMOUNT OF SERVICE INTERRUPTION TO IN AND OUT) FOR APPROVAL. 3. CONCRETE SHALL BE A MINIMUM OF 4,500 PSI. GRADE 20% TO 35% - 36ft C TO C MAX. EXISTING USERS TO THE LEAST EXTENT PRACTICABLE. WATER MAIN 4. APPLY 2-2 MILS OF BITUMINOUS MATERIAL "INERTOL No. GRADE 35% TO 50% - 24FT C TO C MAX. INSTALLATION AND TESTING SHALL BE PERFORMED UNDER THE SUPERVISION OF PIPE PVC OR DIP SLOPE 1" PER 1' 49 KOPPERS SUPER SERVICE", BLACK OR APPROVED 45° BEND GRADE OVER 50% - 16FT C TO C MAX. THE PROJECT ENGINEER OR HIS DESIGNEE. 18" TO 48" EQUAL. APPLY IN ACCORDANCE WITH MANUFACTURER'S v) THE WATER MAIN SHALL BE DISINFECTED EQUAL TO AWWA STANDARD FOR NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED SPECIFICATIONS. 2. ALL PIPES WITH A GRADE OF 20% OR GREATER SHALL HAVE AT LEAST ONE (1) PIPE ANCHOR BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT 7" DISINFECTING WATER MAINS DESIGNATION C651 (LATEST REVISION). FOLLOWING DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 3" INSTALLED ON THE JOINT NEAREST THE MIDDLE OF A VERY SHORT LINE. DISINFECTION, THE WATER MAIN SHALL BE FLUSHED UNTIL THE CHLORINE INVERT SHELF CAST IN 12" COMPACTED CRUSHED STONE CAPPED END SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER PLACE 2" ABOVE TOP OF PVC OR DIP SEE PLAN 3. IF A PIPE ANCHOR IS SET AT THE BELL END OF A PIPE, THE CONCRETE SHALL BE PLACED IN CONCENTRATION IN THE WATER LEAVING THE MAIN IS NO HIGHER THAN THAT WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. BEDDING COURSE PIPE, TYP. WYE BRANCH FOR INVERT GENERALLY PREVAILING IN THE SYSTEM. THE PROJECT ENGINEER OR HIS WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED UNDISTURBED SUBGRADE SUCH A MANNER AS TO ASSURE EXPOSURE OF THE JOINT. MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DESIGNEE, AND TOWN OF CORTLANDT SHALL ALSO WITNESS DISINFECTION AND 8" 3 MATERIAL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 8" STL. REINF. RODS; 8" O.C. BOTH WAYS PVC OR DIP FLUSHING. ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS FLOW PVC OR DIP SHOWN BY THESE DRAWINGS. SEWER SERVICE LINE w) THE SAMPLING POINT(S) MUST BE DECONTAMINATED BY FLAMING. x) FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW PRECAST CONCRETE YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 1'-0" y) THE WATER LINE SHALL BE INSTALLED AT A CONTINUOUS GRADE WITH NO DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION BASE RISER SECTION 7'-0" DIA. 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. ABRUPT HIGH POINTS OR LOW POINTS. z) FINAL WATER DISTRIBUTION SYSTEM IS SUBJECT TO REVIEW, REVISION AND APPROVAL BY THE DEPARTMENT OF TECHNICAL SERVICES. Copyright DTS Provident Design Engineering, LLP 2026 All rights reserved. aa) THE WATER MAIN SHALL NOT BE PLACED INTO SERVICE UNTIL SO AUTHORIZED SANITARY SEWER MANHOLE CLEANOUT PIPE ANCHORS BY THE TOWN OF CORTLANDT. NOT FOR CONSTRUCTION 4 5 6 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. bb) ALL WATER SERVICE CONSTRUCTION SHALL BE SUBJECT TO INSPECTION BY THE DEPARTMENT OF TECHNICAL SERVICES PRIOR TO BACKFILLING. BEDDING, PIPE REVISIONS/ISSUANCES ZONE, AND TRENCH BACKFILL MATERIAL SHALL BE COMPOSED OF CRUSHED NO. DATE ISSUE STONE OR LIGHT GRAVEL HAVING A GRADATION LIMIT OF 3/4" MINUS. AN ACCEPTABLE MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS: 1 02/11/25 PARCEL 1 REVISIONS WESTCHESTER COUNTY PUBLIC WATER SUPPLY AND SITE PLAN APPLICATION - PARCEL 1 SIEVE DESIGNATION % PASSING 2 05/22/25 SANITARY SEWER GENERAL CONSTRUCTION NOTES EXISTING OR PROPOSED ¾" 100% FINISHED GRADE 3 10/23/25 PLANNING BOARD SUBMISSION WATER NOTES: No. 40 0-70% 5 41 " SHAFT 1. ALL WATER MAINS TO BE CEMENT LINED CL-54 DUCTILE IRON PIPE. DOMESTIC MATERIAL No. 200 0-10% 4 11/20/25 PLANNING BOARD REVISION ONLY, NO IMPORTS. 2. PRESSURE/LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST SANITARY SEWER NOTES EDITION OF AWWA STANDARD 600. NO LEAKAGE PERMITTED. cc) THE SITE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BURIED PIPING 5 04/22/26 PLANNING BOARD REVISION 3. DISINFECTION AND BACTERIOLOGICAL TEST WILL BE PERFORMED IN ACCORDANCE WITH TO THE LOCATION OF THE PROPOSED BUILDING CONNECTION POINT (I.E. INSIDE a) ALL SANITARY INFRASTRUCTURE INSTALLED SHALL BE CLASS 52 DUCTILE IRON PIPE AWW STANDARD C651-92, EXCEPT FOR SECTION 5.1. THE BUILDING). THIS INCLUDES THE TESTING AND CERTIFICATION OF ALL WATER ADJUSTABLE CAST IRON VALVE BOX SHALL CONFORM TO 4. THE SUPPLIER'S RECORDS INDICATE ADEQUATE PRESSURE AND CAPACITY IS AVAILABLE THE LATEST SPECIFICATIONS OF ASTM A-48. VALVE BOXES WITH WATERTIGHT RUBBER GASKET JOINTS RESTRAINED WITH EBBA MEGALUGS OR SERVICE WORK FROM THE TOWN WATER CONNECTION POINT TO THE PROPOSED FOR THE AREA. SHALL BE MANUFACTURED BY: TYLER UNION, MODEL 6855 EQUIVALENT IF BURY DEPTH IS PROPOSED TO BE GREATER THAN 6-FT. 5. THE MINIMUM WATER MAIN INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BUILDING'S INTERIOR CONNECTION POINT. SLIP TYPE, CAST IRON - 2 PIECES WITH AN EXTENSION b) PRIOR TO THE BACKFILLING OF ANY SANITARY SEWER LINE AND MANHOLES, BELOW THE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM dd) INDICATOR TAPE SHALL BE PLACED AT 12 INCHES BELOW FINISHED GRADE HEIGHT BETWEEN 39”-60”. LIDS SHALL BE MARKED “WATER”. REQUIRED SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN DIRECTLY ABOVE ALL WATERLINES. DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. c) THE CONTRACTOR SHALL TEST ALL SEWER MAIN PIPES FOR MAXIMUM DEFLECTION PIPING SHALL BE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE ee) ALL COPPER WATER SERVICE PIPING INSTALLATION, BACKFILL AND TESTING MINIMUM REQUIRED TEN (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE SHALL BE REVIEWED, AND APPROVED BY THE DEPARTMENT OF TECHNICAL OF 5% OF OUTSIDE DIAMETER. DEFLECTION TESTS SHALL BE PERFORMED USING A 48" MIN. BETWEEN WATER MAINS AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES CIRCULAR STEEL BALL ON A SLED 1/16 INCH IN DIAMETER SMALLER THAN AND CATCH BASINS. SERVICES. BEDDING, PIPE ZONE, AND BACKFILL MATERIAL MUST BE SAND ONLY. ALLOWABLE INSIDE DIAMETER OF SEWER MAIN PIPE WHEN DEFLECTED TO A 6. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT ff) PRIOR TO THE BACKFILLING OF ANY WATER LINES AND COMPONENTS, DRAWING TITLE: MAXIMUM OF 5% OF OUTSIDE DIAMETER. DEFLECTION OF ANY PIPE WITHIN AN AREA OF TECHNICAL SERVICES (D.O.T.S.), WESTCHESTER JOINT WATER WORKS, AND OWNER DOTS-ENGINEERING SHALL BE NOTIFIED TO PERFORM AN INSPECTION. OF CUT SHALL BE DONE NO SOONER THAN 30 DAYS AFTER THE DATE OF MUST BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE OF ANY PRESSURE TEST. INSTALLATION OF THE PIPE; AND WITHIN AN AREA OF FILL SHALL BE DONE NO 7. ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND THE PIPE SOONER THAN 60 DAYS, AFTER THE DATE OF INSTALLATION OF THE PIPE. FOR CORROSION PROTECTION, SUPPORT BOX WITH MINIMUM OF 8. ADEQUATE COVER OF WATERMAIN SHALL BE PROVIDED. THREE (3) COURSES OF BRICK d) 10 STATE STANDARDS AND NYS DOH SANITARY CODE SHALL BE FOLLOWED. PARCEL 2 - SITE AND SEWER NOTES: 1. ALL SANITARY SEWER PIPES TO BE DUCTILE IRON PIPE, CLASS 52, CEMENT LINED. DOMESTIC UTILITY DETAILS MATERIALS ONLY. NO IMPORTS. COMPACTED BACKFILL TO 2. SANITARY SEWER PIPES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C 924. NATURAL GROUND 3. SANITARY MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE WITH ASTM C 1244. 4. THE MINIMUM SEWER INSTALLATION DEPTH WILL BE AT LEAST FOUR (4) FEET BELOW THE CONCRETE BEARING PAD TO BE FINISHED GROUND SURFACE (MEASURED FROM TOP OF PIPE). THE MINIMUM REQUIRED USED WITH PVC PIPE BRICKS TO NOTE: NOTE: Seal DRAWN BY: CHECKED BY: SEPARATION BETWEEN WATER MAIN AND SANITARY SEWER/STORM DRAIN PIPING SHALL BE BEAR ON PAD ALL SANITARY SEWER MAINS TO BE INSTALLED WITH A POLYETHYLENE EIGHTEEN (18") INCH VERTICAL, TEN (10') FOOT HORIZONTAL. THE MINIMUM REQUIRED TEN ALL WATER MAINS TO BE INSTALLED WITH A POLYETHYLENE WRAP AROUND BZ/RC/TK GMS/MG NOTE: WRAP AROUND THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE NOTE: THE PIPE FOR CORROSION PROTECTION. DUCTILE IRON PIPE WRAPPING (10') FOOT HORIZONTAL SEPARATION IS ALSO APPLICABLE BETWEEN WATER MAINS AND PROJECT NO. DATE: 1. VALVE BOXES SHALL BE MADE IN THE U.S.A. WRAPPING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND SANITARY SEWER MANHOLES, STORM DRAIN MANHOLES AND CATCH BASINS. NO RECYCLED MATERIAL SHALL BE USED AS PIPE BEDDING SHALL BE LINEAR LOW DENSITY POLYETHYLENE SHEETING AND TUBING 8 OR BACKFILL OF ANY PUPLIC INFRASTRUCTURE 812 01/23/25 2. SIMILAR INSTALLATION FOR CURB BOX OR TUBING 8 MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC 5. THE WESTCHESTER COUNTY HEALTH DEPARTMENT, TOWN OF CORTLANDT DEPARTMENT OF MIL LLDPE AS MANUFACTURED BY INFINITY PLASTIC LLC SERVICE LINE VALVE SIZE + 12" TECHNICAL SERVICES (D.O.T.S.), ENGINEER, AND OWNER MUST BE NOTIFIED AT LEAST 48 DRAWING NO. HOURS IN ADVANCE OF ANY TEST. 6. THE APPLICANT'S ENGINEER SHALL BE PRESENT FOR ALL TESTING. TYPICAL VALVE INSTALLATION BOX SCALE: N.T.S. 7 SP-6.3 EXPIRES EXPIRES 01/31/27 7/31/26 Page 182 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 -0+50 0+00 1+00 2+00 3+00 3+30 -0+50 0+00 1+00 2+00 3+00 4+00 4+20 Station Station DRIVEWAY D DRIVEWAY B THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PARCEL 2 - DRIVEWAY PROFILE -0+30 0+00 1+00 2+00 3+00 4+00 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 Station Station DRIVEWAY C DRIVEWAY A SP-8.0 EXPIRES 7/31/26 Page 183 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 -0+50 0+00 1+00 2+00 3+00 3+50 Station DRIVEWAY F THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION PARCEL 2 - -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50 DRIVEWAY PROFILE Station DRIVEWAY E SP-8.1 EXPIRES 7/31/26 Page 184 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 YD-E30 RIM 413.00 INV. 405.92 In PLANNER, CIVIL ENGINEER, LANDSCAPE INV. 405.92 Out CB-E27 ARCHITECT RIM 406.40 INV. 397.27 Out CB-E29 RIM 406.74 CB-E28 RIM 406.93 INV. 401.81 Out DTS PROVIDENT  YD-E31 INV. 403.50 In INV. 402.83 In Intelligent Land Use RIM 410.50 DI-E26 INV. 403.50 In INV. 402.83 Out DTS Provident Design Engineering, LLP CA #: 0017846 INV. 407.00 Out RIM 404.00 INV. 393.00 In One North Broadway INV. 393.00 In White Plains, NY 10601 INV. 393.00 In INV. 393.00 Out CB-E33 RIM 399.98 DI-E31 INV. 395.22 In INV. 395.22 Out RIM 398.25 INV. 393.72 In 75 LF of 15" HD PE @ 1.43% CONTRACT VENDEE INV. 393.72 Out 69 LF o f 15" H CB-E34 DMH-E32 INV. 393.72 Out CB-E29 CB-E28 DPE @ 3.54% LENNAR CORPORATION RIM 398.85 RIM 399.96 INV. 394.26 In RIM 406.74 RIM 406.93 CB-E27 DI-E26 2465 KUSER ROAD, FLOOR 3 INV. 395.71 Out INV. 403.50 In 57 LF of 15" INV. 394.26 Out INV. 403.50 In INV. 402.83 In INV. 402.83 Out RIM 406.40 RIM 404.00 HDPE @ -1.7 7% HAMILTON, NJ 08690 INV. 397.27 Out INV. 393.00 In INV. 401.81 Out INV. 393.00 In ES-12 BASIN #10 INV. 393.00 In INV. 393.00 Out ARCHITECT - PARCEL 2 RIM 394.50 INV. 392.98 In 27 LF of 15" HDPE @ -2.51% 30 ES-11 BASIN #10 HOLLIDAY ARCHITECTS LF of RIM 391.52 JACKSON COMMONS 15 INV. 390.00 Out " HD SUITE A4 PE @ 30 JACKSON ROAD 14 38 LF of 15" HDPE @ 1. .04 % MEDFORD, NJ 08055 98% 57 LF of 15" 24 LF of 15" HDPE @ 2.00% HDPE @ -1.7 7% LAND USE ATTORNEY 71 LF of 15" HDPE @ 1.36% ZARIN & STEINMETZ 27 LF of 15" HDPE @ -2.51% 20 LF of 15" HDPE @ -15.36% 81 MAIN STREET ES-11 BASIN #10 WHITE PLAINS, NY 10601 INV. 390.00 Out SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT 20 LF of 15" HDPE @ -15.36% TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 2+00 1+00 0+00 -0+50 3+30 3+00 2+00 1+00 0+00 -0+50 2+00 1+00 0+00 -0+50 Station Station STORM PROFILE:- ES-10 (EXIST WL) STORM PROFILE: ES-12 BASIN #10 STORM PROFILE: ES-11 BASIN #10 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER DMH-F4 CB-E3 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. CB-F15 CB-E14 RIM 409.32 CB-F13 RIM 399.10 RIM 405.30 RIM 405.03 INV. 399.69 In CB-F12 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED RIM 401.14 RIM 401.14 INV. 396.00 In MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL INV. 401.70 Out INV. 401.21 In INV. 406.97 In INV. 397.02 In INV. 396.00 In DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF INV. 401.21 Out INV. 399.69 Out INV. 396.53 In INV. 397.02 Out ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS INV. 396.53 Out SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS CB-B4 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION CB-A3 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. RIM 391.68 24% RIM 391.40 " HDPE @ 2. INV. 387.77 In INV. 385.31 In 89 LF of 12 INV. 387.77 Out INV. 388.18 Out Copyright DTS Provident Design Engineering, LLP 2025 INV. 388.18 Out All rights reserved. INV. 388.18 Out % NOT FOR CONSTRUCTION CB-A1 CB-A2 -4.64 E@ RIM 386.86 RIM 386.85 5 " HDP 96 LF of 15" HD F of 1 PE @ 1.58% INV. 381.12 In INV. 381.84 In 169 L INV. 381.12 Out INV. 381.84 Out 136 LF of 15 "H DPE @ 1.96 % ES-2 BASIN #3 INV. 380.64 In 25 LF of 15" HDPE @ 2.00% ES-8 BASIN #2 8.0 inch PVC Pipe INV. 388.06 In 4.79% 120 LF o 8" DIP HDPE@ 25 LF of 15" HDPE @ 2.00% f 15 Fo f 15" " HD 124 L PE @7 .05% 36 LF of 15" HDPE @ 1.14% 8" DIP 25 LF of 15" HDPE @ 2.87% 42 LF of 15" HDPE @ 1.16% PARCEL 2 - STORM PROFILES 4+50 4+00 3+00 2+00 1+00 0+00 -0+50 -0+50 0+00 1+00 2+00 3+00 4+00 Station Station STORM PROFILE: BASIN #2 FROM ROAD F & E STORM PROFILE: ES-2 BASIN #3 FROM CB-B5 SP-9.0 EXPIRES 7/31/26 Page 185 EVERGREEN MANOR Town of Cortlandt, New York CB-E18 RIM 408.99 OCS-1 BASIN #2 INV. 404.80 In RIM 394.91 OCS-2 BASIN #2 INV. 384.94 In RIM 391.01 INV. 384.94 Out INV. 387.00 Out DMH-MA2 RIM 390.19 INV. 382.71 In INV. 382.71 Out OWNER / APPLICANT CB-E17 CB-E16 RIM 408.20 V.S. CONSTRUCTION CORPORATION RIM 408.40 INV. 404.31 In 37 CROTON DAM ROAD INV. 401.50 In INV. 404.31 Out INV. 401.50 Out INV. 404.31 Out OSSINING, NY 10562 DMH-MA1 ES-9 BASIN #2 INV. 398.87 Out PLANNER, CIVIL ENGINEER, LANDSCAPE RIM 385.63 INV. 374.30 In ARCHITECT INV. 370.85 Out PE @ 3 .04% DTS PROVIDENT  f 15" HD Intelligent Land Use 68 LF o 2.32% .00% DTS Provident Design Engineering, LLP CA #: 0017846 " HDPE @ " HDPE @ -2 5 25 LF of 15 96 LF of 1 One North Broadway -2.07% " HDPE @ White Plains, NY 10601 135 LF of 15 1% 8" DIP .8 11 PE @ -1.94% LF of 15" HD @ 123 PE HD CONTRACT VENDEE " 15 of LENNAR CORPORATION LF 2465 KUSER ROAD, FLOOR 3 71 ES-1 BASIN #1 HAMILTON, NJ 08690 INV. 362.00 In ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD 5.66 % MEDFORD, NJ 08055 @ DPE 15" H F of 53 L LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT -0+50 0+00 1+00 2+00 3+00 4+00 4+20 -0+50 0+00 1+00 2+00 3+00 3+50 TIM MILLER ASSOCIATES, INC. Station Station 10 NORTH STREET COLD SPRING, NY 10516 STORM PROFILE: ES-1 BASIN #1 FROM OCS-2 BASIN #2 STORM PROFILE: ES-9 BASIN #2 FROM CB-E13 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 CB-C8 CB-C6 RIM 399.96 RIM 399.21 INV. 393.32 In INV. 393.32 In CB-C11 INV. 391.31 In RIM 400.59 INV. 391.31 Out INV. 393.32 Out INV. 397.65 In INV. 391.31 Out INV. 397.65 Out NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED CB-C12 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE RIM 402.72 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND INV. 398.57 Out SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED OCS-5 BASIN #3 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL RIM 395.05 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF INV. 389.96 In ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS INV. 389.96 Out SHOWN BY THESE DRAWINGS. DMH-MA2 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW RIM 390.19 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS INV. 382.71 In DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION INV. 382.71 Out 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. ES-3 BASIN #3 1.00% Copyright DTS Provident Design Engineering, LLP 2025 INV. 388.37 Out 69 LF of 15" HDPE @ All rights reserved. 0% NOT FOR CONSTRUCTION 8.0 E@ DP 92 LF of 15" HDPE @ 1.00% f 15" H o LF .00% 19 " HDPE @ -2 100 LF of 15 .00% " HDPE @ -2 68 LF of 15 .00% " HDPE @ -2 79 LF of 15 PARCEL 2 - STORM PROFILES -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+40 -0+50 0+00 1+00 1+80 Station Station STORM PROFILE: ES-3 BASIN #3 FROM CB-B11 STORM PROFILE: DMH-A2 FROM OCS-4 BASIN #3 SP-9.1 EXPIRES 7/31/26 Page 186 EVERGREEN MANOR Town of Cortlandt, New York SMH-E4 RIM:409.51 INV IN:393.32 8" SMH-E3-1 (ALT) INV IN:403.00 8" RIM:408.59 INV OUT:393.22 8" INV OUT:403.90 8" OWNER / APPLICANT V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD OSSINING, NY 10562 PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT 181 LF of 8" PVC @ 0.50% DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway 1 CONTRACT VENDEE LENNAR CORPORATION 2465 KUSER ROAD, FLOOR 3 HAMILTON, NJ 08690 ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS 2+102+00 1+00 0+00 -0+50 JACKSON COMMONS SUITE A4 SEWER PROFILE: ALONG ROAD E TO SMH-E2 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET SMH-C1 SMH-C2 SMH-C3 SMH-B3 SMH-B4 COLD SPRING, NY 10516 RIM:398.99 RIM:400.03 RIM:401.50 RIM:402.05 RIM:407.97 INV IN:387.83 8" INV IN:388.61 8" INV IN:394.58 8" INV IN:394.70 8" INV OUT:395.63 8" SMH-E1 INV OUT:387.73 8" INV OUT:388.51 8" INV OUT:389.30 8" INV OUT:394.70 8" RIM:409.02 SMH-E1-1 INV IN:399.78 8" SMH-A1 RIM:407.64 INV IN:400.42 8" RIM:389.49 INV OUT:400.80 8" INV OUT:399.68 8" INV IN:381.97 8" INV IN:382.71 8" INV OUT:377.13 8" SMH-A1-1 0% RIM:390.05 93 LF of 8" PVC @ 1.0 8" DIP INV OUT:384.38 8" 23 LF of 8" PVC @ 0.50% 137 LF of 8" PVC @ 0.50% 136 LF of 8" PVC @ 0.50% 76 LF of 8" PVC @ 0.52% .30% " PVC @ 2 72 LF of 8 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 76 LF of 8" PVC @ 0.50% 1-800-962-7962 OR 811 8.0 inch PVC Pipe NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND 1+25 1+00 0+00 -0+50 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. SEWER PROFILE: 8-INCH ROAD E (2) -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+20 -0+50 0+00 1+00 1+20 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL SEWER PROFILE: SMH-A1 FROM SMH-A-1-1 SEWER PROFILE: 8-INCH ROAD C & B DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 SMH-E2 SMH-E1 All rights reserved. RIM:410.96 RIM:409.02 INV IN:399.78 8" NOT FOR CONSTRUCTION SMH-E2-1 (ALT) INV IN:403.50 8" INV OUT:400.32 8" INV IN:400.42 8" RIM:408.39 INV OUT:399.68 8" INV OUT:404.00 8" SMH-B2 RIM:398.76 INV OUT:388.70 8" SMH-A1 RIM:389.49 SMH-B1 INV IN:381.97 8" RIM:389.27 INV IN:382.71 8" INV IN:382.09 8" 8" DIP INV OUT:377.13 8" INV OUT:382.09 8" 101 LF of 8" PVC @ 0.50% 8" SEWER 108 LF of 8" PVC @ 0.50% SMH-MA5 RIM:383.30 INV IN:377.60 8" 8" DIP-WATERMAIN 15" STORM 3.74% of 8" PVC @ 323 177 LF LF of 8 8" DIP 8" DIP " PVC @6 .84% 24 LF of 8" PVC @ 0.50% 299 LF of 8" PVC @ 0.50% PARCEL 2 - SEWER PROFILES -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 7+50 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 SEWER PROFILE: 8-INCH ROAD A & B SEWER PROFILE: 8-INCH ROAD E (1) SP-9.2 EXPIRES 7/31/26 Page 187 EVERGREEN MANOR Town of Cortlandt, New York OWNER / APPLICANT ATERM AIN V.S. CONSTRUCTION CORPORATION W 8" DIP- 37 CROTON DAM ROAD N OSSINING, NY 10562 ERMAI IP -WAT 15" STORM 8" D 15" STORM 15" STORM PLANNER, CIVIL ENGINEER, LANDSCAPE ARCHITECT DTS PROVIDENT  Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 CONTRACT VENDEE LENNAR CORPORATION -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 2465 KUSER ROAD, FLOOR 3 WATER PROFILE: ALONG ROAD E (NORTH) 4+25 4+00 3+00 2+00 1+00 0+00 -0+50 HAMILTON, NJ 08690 WATER PROFILE: ALONG ROAD E (SOUTH) ARCHITECT - PARCEL 2 HOLLIDAY ARCHITECTS JACKSON COMMONS SUITE A4 30 JACKSON ROAD MEDFORD, NJ 08055 LAND USE ATTORNEY ZARIN & STEINMETZ 81 MAIN STREET WHITE PLAINS, NY 10601 SURVEYOR DANIEL T. MERRITTS, PLS 394 BEDFORD ROAD PLEASANTVILLE, NY 10570 WETLAND CONSULTANT TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 AIN 8" DIP TERM P-WA 8" DI AIN -WA TERM 8" DIP 8.0 inch PVC Pipe 15" STORM THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT -0+50 0+00 1+00 2+00 3+00 3+50 DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE 2+00 1+00 0+00 -0+50 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND WATER PROFILE: ALONG ROAD D SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WATER PROFILE: ALONG ROAD F WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Copyright DTS Provident Design Engineering, LLP 2025 All rights reserved. NOT FOR CONSTRUCTION 15" STORM 8" D 15" STORM 8" DIP-WATER MAIN IP-W ATE WATERMAIN RMA 8" DIP- 15" STORM 15" STORM 15" STORMIN 15" STORM 8.0 inch PVC Pipe 8.0 inch PVC Pipe 15" STORM 15" STORM PARCEL 2 - WATER MAIN PROFILES 4+00 3+00 2+00 1+00 0+00 -0+50 3+95 3+00 2+00 1+00 0+00 -0+50 4+00 3+00 2+00 1+00 0+00 -0+50 WATER PROFILE: ALONG ROAD C WATER PROFILE: ALONG ROAD B WATER PROFILE: ALONG ROAD A SP-9.3 EXPIRES 7/31/26 Page 188 JAN ET LAN E EVERGREEN MANOR 1475 1516 1524 1526 Town of Cortlandt, New York 1517 1518 1525 1474 1519 1523 1528 1473 1520 1529 1472 1521 1615 1636 1637 1531 1522 1596 1610 1616 1638 1639 1527 1530 1612 1614 1509 1507 1508 100' 1595 NONDISTURBANCE 1597 1611 AREA 1635 1613 1618 1617 1651 1506 1535 1532 1632 1634 1640 1511 1512 1507 15941598 1619 1510 1621 1620 1633 1647 1650 1652 1514 1536 15341533 1622 1649 1468 1469 1515 1513 1504 1609 1641 1593 1608 1623 1631 1629 1646 1654 1471 1542 1503 1502 1538 1624 1470 1537 16301628 1648 1653 1599 1643 1645 1467 1501 1541 1539 1627 1501 1543 1600 1642 1644 1655 1466 1476 Λ 14981499 Λ 1540 1607 1658 1657 1656 Λ 1465 1477 1488 1625 1626 16591660 1661 1497 1544 Λ 1545 1606 1917 1487 1496 1592 1662 Λ 1489 1495 1601 1605 1916 1918 1463 1464 1483 1586 1919 OWNER / APPLICANT Λ 1486 1490 1494 1591 1914 1915 1462 1478 1481 1603 1547 1546 Λ 1482 1590 1585 1906 1920 1663 1461 1604 Λ 1460 1491 1493 1602 1666 14791480 1484 1548 1913 1665 V.S. CONSTRUCTION CORPORATION Λ 1589 1584 1895 9 1459 1583 1905 1667 1664 Λ 1587 1911 1912 1921 37 CROTON DAM ROAD Λ 1454 1492 1582 1922 ING 1894 1904 1907 1668 OSSINING, NY 10562 IVE Λ 1453 1449 1588 1581 1669 Λ K DR 1455 1579 1578 1910 12 1451 Λ 1580 1896 1901 1909 1900 1670 Λ C ILD Λ 1452 1577 ARA Λ 14431442 1893 1908 Λ 1450 1575 1576 1892 1897 1903 Λ 1456 1674 ING PLANNER, CIVIL ENGINEER, LANDSCAPE | Λ 1440 1549 TAM Λ 1458 1457 1574 1898 1899 1902 Λ 1441 1439 1550 Λ BU 1444 1551 1671 ARCHITECT Λ Λ 1422LIMIT OF DISTURBANCE, 1438 1573 1445 Λ 1572 ILD TYP. 1423 1446 Λ 1424 1675 1890 1891 DTS PROVIDENT Λ 1437 | 1420 1447 14351436 1552 1887 1888 1889 1673  1554 | Λ 1448 1553 1676 1672 BU 1421 Λ EL. 3 EA 1555 1886 Intelligent Land Use Λ 92) TOM N AR 1426 1434 1571 1677 Λ 1885 1678 1428 1427 1556 1570 1679 DTS Provident Design Engineering, LLP CA #: 0017846 Λ 1425 (BOT TENTIO 1884 1680 Λ 1419 1432 1433 1557 1881 1882 1883 1682 One North Broadway Λ 1880 1681 01 1429 1879 Λ 1418 1413 1410 RE 1431 1569 1683 | 1878 Λ 1412 1568 | 1430 BIO 1414 Λ 1417 1411 1409 1567 1874 Λ 1407 1406 1564 1566 1875 1876 8 14161415 1561 1684 Λ 1560 1877 30' SIDE YARD SETBACK/ 1563 1565 1872 1685 1690 Λ 1559 1558 1562 1873 1686 1408 ING 1696 1687 NONDISTURBANCE AREA CONTRACT VENDEE MO OPOSE | Λ LIMIT OF 1369 1405 1403 | 1688 1691 1941 1939 1689 Λ PR DISTURBANCE, 1404 1370 1371 1930 1923 N Λ 1402 1871 1694 1693 TYP. 1942 1938 1870 1692 LENNAR CORPORATION U Λ 1374 1937 ILD 1933 1869 1695 | MEN D 1940 1931 Λ 1401 19351934 1929 1697 2465 KUSER ROAD, FLOOR 3 EL. 3 EA 1375 1376 1943 Λ 16991698 96) TOM N AR 1368 1399 1868 | 1400 HAMILTON, NJ 08690 Λ 1944 1932 T MAG BU 1367 1945 1866 1867 Λ N 1372 1947 1700 (BOT TENTIO OLIA 1395 1946 1964 1801 Λ LANE 1366 1373 1864 1865 1863 Λ 1377 1398 1393 1396 1802 PROPERTY LINE, ARCHITECT - PARCEL 2 AR W TA SED 1948 1963 Λ 1379 1394 1397 1958 1862 RE 1378 1953 1962 1860 1861 TYP. Λ 1974 1803 11 NE ROPO 1952 BIO 1380 1859 1804 | 1807 1809 Λ 1392 1391 1949 1951 1954 1957 1960 1858 HOLLIDAY ARCHITECTS E 1956| 1959 1961 1965 Λ 1365 1381 1854 18051806 1808 1810 = 17765,45133.12-2 1950 A 1390 1857 JACKSON COMMONS Λ 1364 1389 P 1955 ING 1360 1356 1384 1856 1855 Λ 1363 1362 1320 13611359 1354 1382 1385 1975 1853 1968 SUITE A4 = Λ 100' NONDISTURBANCE AREA 1318 1319 1355 1383 1386 1388 1973 1969 1321 Λ 1852 Λ 1357 1814 1813 30 JACKSON ROAD . 1325 1358 1976 1978 1980 | 1970 Λ 1387 ILD 1851 1812 5 1317 1315 1322 1352 Λ 1977 1979 1982 1972 1811 MEDFORD, NJ 08055 X 1323 1966 7 1349 1971 1967 1849 Λ 1326 1981 1927 2 A .910 -7 1850 Λ PROPERTY LINE, Λ 13481347 L 1316 1353 1351 1928 1985 BU 1328 Λ Λ 1817 OT LOT 2 TYP. 1313 1327 1350 1324 1992 1815 LAND USE ATTORNEY Λ 13111310 1990 1988 19831984 1816 1819 1820 1821 Λ c 1271 1314 1312 13291330 1337 1993 1991 1989 Λ 1332 1338 ZARIN & STEINMETZ Λ r 1331 1333 1336 1346 1925 1822 Λ es Sq.Ft Λ 1343 1345 1344 1987 1818 1270 1273 1335 1986 81 MAIN STREET Λ 1308 9024 Λ 1309 1334 1339 1926 Λ 1823 Λ 1274 12761277 1307 1306 1305 1341 1830 WHITE PLAINS, NY 10601 7 1340 1342 1994 Λ 1275 1278 1997 1703 Λ 1279 1282 1301 1299 1 298 1996 1702 1824 Λ 1297 1707 Λ 1304 1998 9019 1831 ING 1280 1283 1296 Λ 13021300 1995 Λ 1303 1295 1294 1999 1704 1706 1708 1832 SURVEYOR Λ Λ 1285 1284 1701 1829 1269 1281 1709 9025 1825 Λ 2000 1705 Λ 1268 12631262 1286 1289 9023 1833 1827 1287 1288 1834 Λ 12 Λ 1826 ILD 1292 DANIEL T. MERRITTS, PLS . 1712 1837 1828 Λ 1267 1291 1290 1713 9026 1835 Λ 1192 1266 1264 1260 1256 1293 1722 1711 1836 394 BEDFORD ROAD Λ 1259 1717 1710 4089 ING 1265 4091 4096 Λ 1261 1714 BU 4098 4100 PLEASANTVILLE, NY 10570 Λ 1193 1251 9021 Λ 17181716 4112 4114 Λ 125712551252 1715 1843 4083 4113 1198 1250 1246 1240 17211720 1719 4108 Λ 11941195 1844 4099 4097 4109 4111 1197 1239 1839 1838 4088 4101 Λ ILD 1254 1241 1236 1841 4087 1258 12531249 1248 1245 12381237 1846 1842 4052 4084 4090 4092 4095 WETLAND CONSULTANT Λ 1196 1723 Λ 12001199 1247 1244 1242 1737 1740 1845 1840 4082 4094 4110 Λ 1235 1847 4046 4047 4048 4081 1741 9022 4039 4041 TIM MILLER ASSOCIATES, INC. Λ 1243 1739 9020 4093 BU 1234 173817491742 4019 4040 4051 4080 4086 4106 Λ 1202 4017 4045 4107 10 NORTH STREET Λ 1924 1848 4049 4085 Λ 1229 1233 1724 1750 1747 4078 4079 4105 Λ 1751 1748 1746 1743 4015 4020 4038 4042 Λ 1201 1232 1736 4010 4016 COLD SPRING, NY 10516 Λ 1726 1752 4018 4102 4115 Λ 1191 1725 1735 4006 4037 4043 4050 1733 4011 Λ 1231 1727 1734 1776 4014 4104 Λ 1744 1778 4044 4077 Λ 1190 1227 1729 1777 4005 4036 4103 4116 Λ 1189 1728 1745 1770 1775 Λ 1230 4053 Λ 1228 1730 1753 1754 1771 1769 1772 4021 4054 Λ 6 1767 4055 4075 4076 Λ 1203 1731 1768 17801779 LIMIT OF Λ 1732 4117 Λ 1756 1766 1774 4022 DISTURBANCE, ING 1183 Λ 1188 1757 1763 1764 4056 4142 4141 4118 TYP. Λ 1186 1187 11851184 1204 1762 1765 1781 4013 4035 4034 1758 17591761 1773 4012 4057 4148 Λ 4120 4119 4033 4074 4143 4140 • 1206 1782 Λ 1205 4023 4149 4121 4126 ILD 1207 1760 B U I 4151 4146 4122 4127 • Λ 1783 BIO 1788 1787 1786 4004 4032 L D 4058 I N G 1 5 4147 4139 4124 4123 4125 Λ 4128 • RET 1785 4145 4129 Λ AR ENTIO 1755 1790 1792 1784 4024 4059 4073 4150 BU • 1794 4138 4130 Λ EA N 17891791 1793 4144 1796 • 4137 Λ 1795 4060 4152 4134 1797 3 Λ • 4031 4030 4131 • 1 4072 4136 Λ BIRC NG 4026 4025 4133 • HWO 4153 4132 Λ O D LA 1182 • D 1799 I1798 4027 4154 4135 • 4071 L Λ NE 1181 UI 40704069 4158 • 1177 1180 1170 Λ • 1175 11781179 1172 1169 B 4157 LIMIT OF DISTURBANCE, Λ • 1176 4028 4155 • 1219 1218 LIMIT OF DISTURBANCE, 1800 4163 TYP. Λ 17 4156 • 1174 TYP. BIO 4178 • 1216 41664168 Λ 1173 1217 RET 4001 4029 4164 4165 4177 • 116511661168 1209 E ARE NTION 4175 Λ • 4169 4174 4176 4179 1210 A 4180 • 1208 Λ 1167 • BUILDING 4061 40654066 4167 Λ 1211 4170 4181 • 1212 ALL TREES WITHIN LIMIT OF 4064 4068 4063 4197 12131214 Λ 4003 4171 • DISTURBANCE TO BE REMOVED, 4062 4067 4196 Λ TYP. 4172 4182 4184 4183 • Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 1164 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. Λ 4195 • 4162 4185 1-800-962-7962 OR 811 1215 4194 Λ 1220 42004201 4186 Λ 4193 4191 4187 4192 Λ 1221 4002 4198 4202 4188 G 5 Λ 1 4203 4190 Λ 4204 4189 Λ 1161 4199 4206 Λ LDIN E 1162 1163 BIO RE EA 1160 4205 RIV Λ 4159 42084207 R KD = 0. 1,711.6 1159 Λ TO TING 1222 4160 EXIS IGH AR 4301 4161 C 4649 Λ = 4 REA TENTIO 1158 RA P OF W 1223 4209 Λ 1157 MA A 958 BUI Λ B 1156 TA 14 4210 A R T Λ 4211 N 4648 E RE STRUC 1224 4257 CEL AY 1155 1153 G 4213 4212 Λ | 1152 1154 IN 4261 4258 NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED A Λ 4654 I L D 4259 BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ c DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE BU 4215 Λ 4256 4214 res S.F. 4653 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND M 4260 Λ 17 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ 1225 4216 WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. O 1149 1151 4219 | 4652 4217 Λ | 16 1148 1150 WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED 18 4262 VEDTURES Λ 4651 4650 4218 MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL Λ 4279 4263 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF 1147 Λ 4278 4220 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS BUILDING 11461145 4255 Λ BUILDING 4277 SHOWN BY THESE DRAWINGS. Λ 1144 4280 4271 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW Λ 4647 4254 YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS 4646 Λ 4643 4645 4223 G 3 EX 4264 DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION | Λ 1143 4642 4644 4274 4272 4265 4224 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. | | L=23.55' R=25.00' 4276 | Λ 1141 1142 4273 I 4251 Λ 4275 S | LDIN TO B STRUC PROPOSED MONUMENT 4221 Λ 4269 4266 4253 4250 4246 4225 | 1140 T 1102 4635 Copyright DTS Provident Design Engineering, LLP 2025 4 1139 4636 4633 4634 4252 Λ 4270 ING 1136 1103 1098 4268 4226 All rights reserved. Λ | 1138 1137 1099 1089 4632 4267 4245 ING 1135 Λ 1090 4631 4283 4294 42954299 4249 4247 NOT FOR CONSTRUCTION 4629 E Λ 1106 BUI 1123 1126 1134 4630 4282 4284 4296 4248 42434244 Λ 1100 1101 4300 | 1122 1124 1226 BIO RETENTION AREA 4240 R 1104 4293 4227 Λ 1125 1127 1132 | ILD 1115 1091 4222 | 1114 1105 (BOTTOM EL. 386) 4242 4239 1113 EM TURE 1133 1130 Λ 1121 11281131 1116 10931092 4285 4297 4241 4238 1112 4298 Λ 1129 1117 1094 1088 4286 4292 4237 4281 | 1111 Λ 1095 4305 BU WV WV 1072 1097 4228 O 43024304 4306 4315 Λ | 1073 1074 LIMIT OF DISTURBANCE, 11201119 | 4287 4229 (BOTTO ION AREA 1118 1107 1096 4641 WV 4230 Λ | 1071 1075 TYP. 2) 4303 4310 VED S 1087 4640 46274626 4307 Λ 1086 4231 M EL. 39 1078 1109 428842904291 4316 1110 1108 Λ 1079 Λ Λ Λ 1065 1070 10761077 4311 Λ | 4289 Λ 1085 4628 43084309 4313 4317 Λ ENT 4232 | 4625 Λ 1069 1084 4655 4638 4623 4624 4345 4349 4353 4314 4347 Λ 1080 4639 4637 4346 4351 4312 BIO RET 1066 1068 1081 1082 1083 4348 4355 4360 4318 4233 Λ 1067 4354 4352 4357 4361 4364 • • 1064 4350 4356 4235 4234 Λ 4359 TO BTING S 4362 4363 4365 4236 EXIS Λ 1063 1057 4344 4367 43664368 1058 Λ 4613 4369 • 1062 4370 1059 1056 1060 4614 Λ | • • E | Λ 4371 2 100' NONDISTURBANCE AREA 1054 4619 Λ 1061 1055 4615 R 4612 Λ 4622 G 1005 4620 EM RUC 1004 4621 Λ | 4372 IN 1045 1052 1053 1050 4617 4618 4373 Λ 1051 PROPERTY LINE, Λ 1046 1047 1048 4616 4342 TYP. ILD 1049 O Λ 1044 T 4343 1006 1003 Λ 4374 VEDTURES 1038 4358 1043 BUILDING 20 4341 Λ 1037 1039 1040 1011 4610 4376 4375 BU 1002 Λ 1035 4340 Λ 1042 BUILDING 21 LEGEND 1041 1012 4382 Λ 1013 4656 4339 Λ 1014 4611 4337 Λ 4378 1036 1017 BU MONUMENT 1001I L D I Λ 1033 1034 4338 4377 4383 1019 1015 1016 TREES TO REMAIN 3905 Λ 1009 1032 1031 1018 N G H PROPOSED 4384 1020 1008 1 Y D W 1007 30' SIDE YARD SETBACK/ 4609 4334 TREES TO BE REMOVED WV V WV WV 1010 4335 NONDISTURBANCE AREA 3665 WV PARCEL 2 1030 4333 4336 4379 V 1021 (833 TREES) 37 .7 PROPERTY LINE, (TYP.) 3766.2 4380 W Λ 5 W 1029 Λ V 5 TC + BC Λ 4381 4401 AREA TION MO OPOSE TREE REMOVALS PLAN CYPR 1028 4385 4403 Λ ESS L 4386 4400 P 1023 Λ ANE Λ 1022 4402 ETEN R 1024 PROPERTY LINE, 4327 376.75 TC Λ N 1026 4332 4320 376.25 BC Λ 1027 1025 4331 4328 4404 Λ TYP. + U 4405 BIO R 4330 4329 4319 4387 4406 Λ M Λ 4388 Λ 4408 ENT 4389 Λ 375.5 TC 4399 Λ Λ 375.0 BC 4409 Λ + 4407 Λ 4398 Λ D 4410 Λ 4390S 42° 53' 44" 4397W 4412 4321 4395 4542 4413 N2 REQUIRED TREES TO BE PLANTED 17.11' 4396 4411 Λ 384.67 TC 4541 4414 4419 9° 0 4322 4394 6' 1 4424 383.97 BC Λ 4391 4392 4393 PRO 4540 4418 9" E RETA POSE 4430 | Λ IL BU D 34. 4427 ILDIN 4416 +4417 6 4428 5' 4429 44314433 TREE REQUIRED PER LIMIT OF DISTURBANCE: 922 4324 4323 4543 G 4426 4432 4544 4422 TREE REQUIRED PER STEEP SLOPES: 1 A W TA SED 385.64 TC 4532 4531 4415 376.2 4421 4423 4425 A OT A AC 4538 375.7 5 TC 4434 4325 4545 375.7 | 5 BC 4420 +375.255 TC 4449 NE ROPO SP-12.0 R 4539 385.14 BC 4546 4530 BC TREE REQUIRED PER PROTECTED TREES: (N EN SP R 4326 4547 4529 4450 4435 E OP 385.64 TC E 4548 4436 4437 = 1. 83,785. A = X LOT TOTAL NUMBER OF TREE REQUIRED 9 P 4536 = 1. 81,747 385.14 BC 4549 4448 A = BUILD 4551 375.5 4447 | WV 45354533 375.0 TC 4550 45534552 37 .2 4454BC 4446 4438 TO TING 4534 3756.7 5 TC 4453 + 4444 4445 385.0 TC 4583 | WV EXIS 9017 4537 + 5 BC 4 4456 455 9 W 4584 EXPIRES 7/31/26 V 8 384.5 BC 37745.04582 3 + 4554 4555 4451 4441 2 .5 BTC 4558 4527 44584457 375.7+5 4443 4439 7 B C 3 T C 7 E RE Ac Ac Page 189 JAN LAN ET E 299.94' N 78° 14' 00" W 299. EVERGREEN MANOR 299.94' 45' Town of Cortlandt, New York 0" W PROPOSED PARCEL 2 N 64° 59' 0 NEW TAX LOT 33.12-2-7 5' 3 0" W AREA = 765,451.910 Sq.Ft. 0° 3 100' NONDISTURBANCE AREA = 17.572 Acres S3 R-10 Λ Λ Λ Λ OWNER / APPLICANT Λ Λ Λ V.S. CONSTRUCTION CORPORATION Λ IVE Λ 37 CROTON DAM ROAD 9 Λ Λ OSSINING, NY 10562 ING R Λ CK D Λ 12 Λ N 11° 58' 00" E Λ ILD Λ Λ Λ PLANNER, CIVIL ENGINEER, LANDSCAPE ARA Λ | ING Λ Λ Λ ARCHITECT Λ BU Λ Λ TAM Λ ILD Λ DTS PROVIDENT  Λ | | Λ BU Intelligent Land Use Λ Λ Λ DTS Provident Design Engineering, LLP CA #: 0017846 Λ One North Broadway Λ 40.2 White Plains, NY 10601 Λ Λ | Λ | Λ Λ 8 Λ 30' SIDE YARD SETBACK/ Λ CONTRACT VENDEE ING NONDISTURBANCE AREA | Λ | 363.59' Λ LENNAR CORPORATION Λ 8.283 17.75 4.5 Λ ILD 2465 KUSER ROAD, FLOOR 3 | 20 Λ Λ MAG HAMILTON, NJ 08690 | Λ Cortlandt (T) - Lake Mohegan Fire Truck N BU LANE OLIA Λ Overall Length 40.200ft Λ Overall Width 8.250ft ARCHITECT - PARCEL 2 Λ PROPERTY LINE, Overall Body Height 11.830ft Λ TYP. Min Body Ground Clearance 0.742ft Λ 11 HOLLIDAY ARCHITECTS | Track Width 8.250ft Λ 0' Λ | Lock-to-lock time 4.00s JACKSON COMMONS 0.0 Λ Curb to Curb Turning Radius 38.500ft ING SUITE A4 Λ R-40 Λ 100' NONDISTURBANCE AREA 30 JACKSON ROAD Λ Λ Λ ILD MEDFORD, NJ 08055 | ' .54 BY Λ Λ 432 Λ PROPERTY LINE, Λ JULY ELLA GED BU LAND USE ATTORNEY Λ Λ TYP. Λ Λ LAB S FLAG 5 ZARIN & STEINMETZ Λ 202 Λ Λ 81 MAIN STREET Λ Λ Λ WHITE PLAINS, NY 10601 Λ 14, Λ 7 Λ D Λ Λ Λ LAN ING Λ N 74° 35' 00" W SURVEYOR Λ Λ Λ 144.90' Λ WET Λ DANIEL T. MERRITTS, PLS Λ 12 Λ ILD Λ 394 BEDFORD ROAD Λ Λ PLEASANTVILLE, NY 10570 ING Λ BU Λ Λ Λ Λ WETLAND CONSULTANT Λ ILD Λ Λ Λ TIM MILLER ASSOCIATES, INC. Λ BU 10 NORTH STREET Λ Λ Λ COLD SPRING, NY 10516 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 0" W Λ 6 Λ Λ Λ ING 6' 0 Λ Λ Λ 1° 0 • Λ ILD BUILDING 0" E • Λ S3 15 Λ • Λ N 18° 07' 0 BU • Λ BIRC • Λ LAN HWOO 13 Λ • • Λ E D NG • Λ I • LD • Λ • UI Λ • B Λ • • Λ 17 • • Λ • Λ • • Λ • BUILDING Λ • Λ • al 0A0erAiaelri Λ THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY 01 • 0P Λ PH1 PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. NHE 76' E-OEN-OE Λ 1-800-962-7962 OR 811 • Λ . 308 Λ Λ R=60.00' L=301.53' RIGHT OF WAY IVE G 5 Λ Λ PARCEL Λ DR Λ LDIN AREA = 41,711.617 S.F. PROPOSED 25 FT. WIDE Λ K WATER EASEMENT Λ = 0.958 Acres AC Λ Λ AR BUI Λ 14 M Λ NG NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED Λ | TA DI BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT Λ IL DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE Λ BU ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND Λ SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER Λ WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. Λ | Λ WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED | 16 R =25.0 0 18 Λ ' .55' MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL 23 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF Λ ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS 430.41' Λ L= BUILDING SHOWN BY THESE DRAWINGS. Λ BUILDING Λ LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW 25.0 0 ' Λ PROPOSED SNOW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS Λ DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION G 3 STORAGE AREA L= | 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. Λ S 13° 51' 45" W EASEMENT (TYP.) | | L=23.55' R=25.00' | Λ 2 -E ONE-EOHNP100 127.62' R= Λ 3 R-10 | LDIN E HP1A0e0riAaleria .5 Λ Copyright DTS Provident Design Engineering, LLP 2025 | 5 4 ' Λ All rights reserved. l Λ | ING Λ NOT FOR CONSTRUCTION Λ BUI "W 127.62' Λ | E-ONE HP100 Aerial Λ | ILD ' 20 | Λ Λ ° 15 | Λ BU Λ | | S 30 Λ | Λ Λ Λ Λ Λ Λ | E-ONE HP100 Aerial Λ Λ | Λ Λ S 13° 51' 45" W Λ • • Λ 127.62' E-ONE HP100 Aerial Λ Λ • Λ | • • | Λ 2 100' NONDISTURBANCE AREA ' 00" E Λ 80.44' Λ S 68° 33' 00" E G Λ | 37.31' IN Λ PROPERTY LINE, N 19° 38 Λ TYP. ILD Λ R=330.00' R-40 Λ ' .41 BUILDING 20 S 60° 49' 00" E Λ L=123.81' BU Λ 22.36' 312 Λ BUILDING 21 Λ Λ Λ N 59 BU ILD Λ ° 42 R=280.00' ' 44 ING N 60 Λ "W L=154.34' ° 49 1 ' 00 CYPR PROPOSED 20 FT. WIDE DRAINAGE EASEMENT 160 .05' "W 30' SIDE YARD SETBACK/ 16NONDISTURBANCE AREA PARCEL 2 - ' .71 E SS L 0.05 PROPERTY LINE, (TYP.) ' EMERGENCY SERVICE VEHICLE Λ Λ Λ ANE Λ 470 Λ Λ Λ Λ Λ Λ Λ Λ Λ .61 106 Λ Λ Λ Λ Λ ' Λ 470 Λ Λ Λ Λ Λ MANEUVERING PLAN ΛΛ Λ .61 Λ Λ Λ Λ ' Λ Λ PROPERTY LINE, Λ Λ Λ N5 Λ Λ Λ Λ Λ Λ Λ TYP. Λ Λ 5° Λ Λ 14 Λ Λ ' 20 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ "W Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ RW-3 Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ Λ 16 Λ E Λ Λ Λ Λ Λ 9.9 Λ Λ N2 Λ Λ 4" Λ Λ Λ 2' Λ Λ Λ Λ 9° 0 Λ '4 Λ Λ Λ Λ E-ONE H Λ Λ Λ Λ Λ P Λ 6' 1 RETAROPOSE Λ Λ Λ .6 26 Λ Λ P Λ Λ DEDICATED SNOW Λ 100 Aeri Λ | Λ Λ 9 Λ Λ Λ Λ 10 IL BU D Λ 34. " E Λ Λ STORAGE AREA, Λ Λ al Λ Λ Λ 89 45° 7' ILDIN Λ Λ Λ Λ Λ Λ TYP. Λ Λ Λ Λ G Λ 65' Λ Λ Λ Λ Λ Λ N Λ SP-13.0 Λ Λ Λ | Λ Λ Λ Λ Λ Λ ' F 62 Λ Λ 100. L Λ W Λ Λ 0' Λ Λ A . 59 PRO Λ E GG ABELLAAG Λ 9 Λ | Λ T Λ 3 Λ Λ NEW POSE LAN Λ Λ Λ Λ | Λ L S FL ED ARE TAX D PAR Λ Λ EXPIRES 7/31/26 Λ Λ Λ Λ Λ D Λ Λ Λ A= L C 83, OT 33. EL 3 J ULY 1 Page 190 Ale ow o -2-9.1 Filed F.M Map L x N 3.12 is Salcarez & rly .# Tav r Forme 3 2 F.M semen ion 4 Con e 907 t 2 Ea ervat d .# o Yadira o Stone Wall s Stone Wall N 78° 14' 00" W 2 299.94' 4 Ri ow o -3-54 907 299. c SITE PLANS HEREON PRESENTED HAVE BEEN PREPARED WITH REFERENCE TO THE FOLLOWING 45' N 3.12 h t SOURCES: a r EVERGREEN MANOR 3 d SOURCE: PROPERTY LINE AND WETLAND BOUNDARY SURVEY INFORMATION Wall & BY DANIEL T. MERRITTS. SURVEY DATED 07/14/2026 Stone 100' WETLAND BUFFER r Ida erly F Town of Cortlandt, New York orm TOPOGRAPHIC DATA BY DONALD J. DONNELLY, L.S. 0" W DONNELLY AND SURVEYING, P.C. M N 64 DATE OF AERIAL PHOTOGRAPHY: 05/04/2012 ° 59' 5' 3 urra 00" W 0° 3 NOTE: DATUM: NGVD29 (SOURCE:TOWN OF CORTLANDT PHOTO CONTROL POINT) y S3 Stone Wall Stone Wall S Ma ow or -3-58 t on OWNER / APPLICANT eW N 3.12 ry V V.S. CONSTRUCTION CORPORATION Sim zuto Stone Wa all ll 3 37 CROTON DAM ROAD e z p OSSINING, NY 10562 son & Almi Fo Stone Wall rm Stone PLANNER, CIVIL ENGINEER, LANDSCAPE erly Wall ARCHITECT DTS PROVIDENT ra  N 11° 58' 00" E Intelligent Land Use DTS Provident Design Engineering, LLP CA #: 0017846 One North Broadway White Plains, NY 10601 FILE D M ARCHITECT - PARCEL 2 CONTRACT VENDEE R wo AP o No 3.12-3 De HOLLIDAY LENNAR ARCHITECTS CORPORATION d Ro k & G erly JACKSON COMMONS eric r Form # 2465 KUSER ROAD, FLOOR 3 e 3 b 742 SUITE A4 NJ 08690 d HAMILTON, i Now33.12-2 n 30 JACKSON ROAD Li Wigg erly Ida or Form son iselle 7 b MEDFORD, NJ 08055 ARCHITECT - PARCEL 2 e -59 r 472 ins LAND USEARCHITECTS HOLLIDAY ATTORNEY JACKSON COMMONS ZARIN & STEINMETZ 4 SUITE A4 , 81 MAIN STREET -6 Stone Wall 363.59' Pag 30 JACKSON ROAD WHITE PLAINS, NY 10601 MEDFORD, NJ 08055 e SURVEYOR LAND USE ATTORNEY Stone Wall 295 DANIEL ZARIN &T.STEINMETZ MERRITTS, PLS S tone 394 BEDFORD 81 MAIN STREETROAD PLEASANTVILLE, NY10601 WHITE PLAINS, NY 10570 J wo W o No 3.12-3 a WETLAND CONSULTANT all Sw a & R erly Stone Wall SURVEYOR nn r Form 3 y TIM MILLER DANIEL ASSOCIATES, T. MERRITTS, PLS INC. n 10 NORTH STREET tuc oman 394 BEDFORD ROAD COLD SPRING, NYNY PLEASANTVILLE, 10516 10570 h -64 ' .54 BY WETLAND CONSULTANT 432 JULY ELLA GED TIM MILLER ASSOCIATES, INC. 10 NORTH STREET COLD SPRING, NY 10516 LAB S FLAG 5 202 14, D LAN Fran w or F 3-65 Stone Wall N 74° 35' 00" W No 3.12- 144.90' WET cis 3 P 10 a 0' gn erly Stone Wall orm W Stone Wall ET S a tone LA n ND 100 ella BU ' WE W F TLA Stone Wall FE all R Ston ND BUF Wall e FER A THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY dja PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. 1-800-962-7962 OR 811 ce Gar wners nt O "W den ' 00 Now3.12-3 Vivi or Form6 Stone Wall 6 1° 0 3 am S3 Stone Wall R NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT usso rly 0" E DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE -6 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND N 18° 07' 0 SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER e WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED Rem of B ains MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS arn SHOWN BY THESE DRAWINGS. LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. 12 Copyright DTS Provident Design Engineering, LLP 2025 "CM All rights reserved. Ric Now 2-3-6 NOT FOR CONSTRUCTION h P Pon 100 a ' WE rd &or Form9 ' .76 TLA d 33.1 ND 308 BUF A FER shle erly y Ru S tone yk szc of S ains Rem all W hed Revhe Purn Forme T w or -70 o No 3.12-3 c able ima S rly 3 FILE The w or Fo Rev Barbar rmerly No Ston D L i 430.41' vingoni o M PARCEL 2 - c MATCHLINE (SEE SHEET EX-1.2) e Reta AP ablea Levit W MATCHLINE (SEE SHEET EX-1.2) EXISTING CONDITIONS 100' WETLAN T all Stone Wall r #74 ini Stone ust Ston n T g r 27 ust z Wa eW Frame Di Barn Chain Link Fe rt Drive lls all In Ground Poo Ch Now3.12-3 Remains D Dor or Form1 0" W ain C Now 12-2 Stone Wall 3 BUFFER 5' 2 Lin a y l r kF los or F -3 Gat 0° 1 W nce EX-1.1 en o olfeerly S3 f & e Wall ce -7 Dirt Stone 33. l Kas ormerl Tan pane Pro Wa ncrete D Co EXPIRES 7/31/26 rive Residenc m k all lk Stone W Frame 2 Story i r y Ro Page 191 100 ' WET ow .12-3-6 d & r Form LAN 33 D BUF o As FER h ley Ru 9 erly Ston s z c e yk of S ains Rem Wa hed ll Revhe Purn Forme EVERGREEN MANOR Town of Cortlandt, New York T w or -70 o No 3.12-3 cabl ima S rly 3 F IL Th e e Rev Barbar E Ston D Livin oni 430.41' o MA c eW R g e ab a Lev P t 100' WETLAN MATCHLINE (SEE SHEET EX-1.1) a T all Stone Wall rust # 74 inin Stone MATCHLINE (SEE SHEET EX-1.1) le Ston Trus itz g 27 W eW Frame OWNER / APPLICANT Di Barn t alls Chain Link Fe rt Drive all V.S. CONSTRUCTION CORPORATION 37 CROTON DAM ROAD In Ground Poo Ch Now3.12-3 Remains of OSSINING, NY 10562 DB Dor or Form1 0" W ain Car Now o 12-2-3 Stone Wall 3 5' 2 Lin yl UFFER kF lo Gat PLANNER, CIVIL ENGINEER, LANDSCAPE 0° 1 W nce en s o ARCHITECT S3 & e Wall ce lfe rly -7 Dirt Stone 33. l Ka orme e DTS PROVIDENT Tan pane Pro  Wa ncrete rF Driv Co s Residence m Intelligent Land Use k ll a lk Stone W Frame 2 Story e iry Rrly DTS Provident Design Engineering, LLP CA #: 0017846 Con One North Broadway Driv rete White Plains, NY 10601 o n c e don Tan pane ARCHITECT - PARCEL 2 Pro CONTRACT VENDEE C k Steplk & Bric Wa ncrete Co h k HOLLIDAY ARCHITECTS i mne LENNAR CORPORATION ' 00" E 80.44' s S 68° 33' 00" E JACKSON COMMONS Mic Now o 12-2-2 37.31' 2465 KUSER ROAD, FLOOR 3 SUITE A4 NJ 08690 y HAMILTON, N 19° 38 h 30 JACKSON ROAD a MEDFORD, NJ 08055 e ' ARCHITECT - PARCEL 2 .41 l & KForme 33. 312 LAND USEARCHITECTS HOLLIDAY ATTORNEY She e Fram Asphalt r JACKSON COMMONS a ZARIN & STEINMETZ ds SUITE A4 t O f Roo hrynrly 81 MAIN STREET Ston v 30 JACKSON ROAD e WHITE PLAINS, NY 10601 MEDFORD, NJ 08055 rhan Drive eM P SURVEYOR a N 60 LAND USE ATTORNEY g ° 49 rish as ' 00 "W DANIEL ZARIN &T.STEINMETZ MERRITTS, PLS Fla on 394 BEDFORD 81 MAIN STREETROAD g r 160 Fram UPo y 1 St PLEASANTVILLE, NY10601 10570 s .05' WHITE PLAINS, NY tone Wa ory le Stone e WETLAND CONSULTANT ll SURVEYOR s TIM MILLER ASSOCIATES, PLS INC. Bric 2 Story DANIEL T. MERRITTS, Brick 10 NORTH STREET Wall 394 BEDFORD ROAD Asp kW Porch COLD SPRING, NYNY PLEASANTVILLE, 10516 10570 Wood haltDrive all Valv WETLAND CONSULTANT Rema e Buildin TIM MILLER ASSOCIATES, INC. 221 Stor Brick 10 NORTH STREET ins COLD SPRING, NY 10516 g y Step crete Con s FLA WE Con ains o Rem G ABEL AGG T L G Bri A cre L S FL E c ND k D t e Asphalt D Wa J Pat UPo ULY f ll L io le A 14, rive 20 E D 25 THE STATE OF NEW YORK REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY BY SE St PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. WER 1-800-962-7962 OR 811 o RIM ANHO Ston n e M BUR 9.78 =3 Wall eW 5 IED all LE UPo S 76° 13' 31" E UPo NOTE: ALL SITE DESIGN CONCEPTS AND INFORMATION INDICATED OR REPRESENTED le BY THIS DRAWING ARE OWNED BY AND ARE THE PROPERTY OF DTS PROVIDENT UPo le 8" Sewer P Pipe DESIGN ENGINEERING, LLP. THIS DRAWING WAS CREATED AND DEVELOPED FOR USE R=47.00' ipe 8" Sewer S 77 ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT INDICATED HEREON AND le L=51.51' SHALL NOT BE USED BY OR DISCLOSED TO ANY PERSON OR ENTITY WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF DTS PROVIDENT DESIGN ENGINEERING, LLP. U UPo Pole WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED "E MEASUREMENTS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL ° 37 64.77' le ' 43 DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ° 42 ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS UPo W N 78 SHOWN BY THESE DRAWINGS. ' 03 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW le a YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS te DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION r 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. "W UPo 7' le Copyright DTS Provident Design Engineering, LLP 2025 3.6 Co UPo 2 5 16"C All rights reserved. urs UPo IP le NOT FOR CONSTRUCTION e Aspha le 8"CIP Sign 16"CIP lt Driv UPo Ston eM UPo aso e le nrRye tain le ing Wa ll 8"CIP INV R=34.00' INV .B=3 UPo L=49.52' 8"C .A 47 RIM =348 .93 IP DR =35 .15 le Asphalt D AIN 2.1 Met ater INL 1 ET W er P it rive INV.C=345.58 S 16"PIPE INV.B=345.33 t o 16" INV.A=347.98 ne UPo CIP INV.B=346.23 RIM=353.08 e l INV.A=346.78 INV Wa MANHOLE PARCEL 2 - RIM =352 RIM=353.18 4" PIPE Pier DR =355 .36 Pier R IN I DRA ll EXISTING SEWER MH E1 I M AIN .65 EXISTING CONDITIONS UPo Pole UPo INL =36 NLET le ET Sign et U Stre NV.B=3 51.10 7.36 le MPH Sign I INV =354.6 RIM NHOLE MA UPo SITE PLANS HEREON PRESENTED HAVE BEEN PREPARED WITH REFERENCE TO THE .A= Pier le FOLLOWING SOURCES: 3 0 50.6 INV RCP 18" Gra Inte vel N 69° 09' 32" E 0 UPo =35 SOURCE: PROPERTY LINE AND WETLAND BOUNDARY SURVEY INFORMATION Sw R DR Sig rsec ale AIN IM=3 n tio UPo 11.27' MA 51.6 BY DANIEL T. MERRITTS. SURVEY DATED 07/14/2026 4.43 n le e l NH 3 OL Sto INV E TOPOGRAPHIC DATA BY DONALD J. DONNELLY, L.S. UPo Sign n Stop eW = SEW RIM 343 all N 79° 23' 56" E ER =35 .70 DONNELLY AND SURVEYING, P.C. le MA 2.6 150.32' EX-1.2 NH 5 OL DATE OF AERIAL PHOTOGRAPHY: 05/04/2012 Sign E NOTE: DATUM: NGVD29 (SOURCE:TOWN OF CORTLANDT PHOTO CONTROL POINT) C Stre et S 12"RCP I gn i N 15"R V A EXPIRES 7/31/26 =36 CP 3.56 Page 192 Yorktown Model 22-ft Wide, 3-Story Townhome NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Perspective 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 193 12 5 12 5 Yorktown Model Yorktown Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'D' End Unit- Elevation 'F' Yorktown Model RearElevation End Unit- Elevation 'F' Scale: 1 8"= 1'-0" TypicalSideElevation Scale: 1 8"= 1'-0" 12 12 12 12 12 12 12 12 12 12 12 12 Asphalt Roof Shingles Mean Roof Height Aluminum Wrapped Fascia & Trim Vinyl Horizontal Siding Aluminum Wrapped Trim Surround Vinyl Board and Batten Siding Vinyl Corner Trim Vinyl Black Windows Manufactured Stone Veneer Standing Seam Metal Roofing Stone soldier Course & Sills Composite Column Yorktown Model Yorktown Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'D' End Unit- Elevation 'F' 4-UnitBuilding-FrontElevation Scale: 3 16"= 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Exterior Elevations 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-1.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 194 88'-0" 22'-0" 22'-0" 22'-0" 22'-0" 10'-0" 2'-0" 40'-0" 2'-0" 4'-8" Yorktown Model Yorktown Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'D' End Unit- Elevation 'F' 4-UnitBuilding,SecondFloorPlan Scale: 1 8"= 1'-0" 88'-0" 22'-0" 22'-0" 22'-0" 22'-0" 88'-0" 22'-0" 22'-0" 22'-0" 22'-0" 10'-0" 2'-0" 2'-0" 40'-0" 40'-0" 2'-0" 2'-0" 4'-8" Yorktown Model Yorktown Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'D' End Unit- Elevation 'F' Yorktown Model Yorktown Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'D' End Unit- Elevation 'F' 4-UnitBuilding,ThirdFloorPlan Scale: 1 8"= 1'-0" 4-UnitBuilding,FirstFloorPlan Scale: 1 8"= 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Overall Floor Plans 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-1.2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 195 Yorktown Model 22-ft Wide, 3-Story Townhome & Chase Model 20-ft Wide, 3-Story Townhome NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown/ Chase Mod Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Perspective 6-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 196 12 5 12 5 Yorktown Model Yorktown Model Chase Model Chase Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'A' Interior Unit- Elevation 'A' Interior Unit- Elevation 'E' End Unit- Elevation 'F' Yorktown Model RearElevation End Unit- Elevation 'F' Scale: 1 8"= 1'-0" TypicalSideElevation Scale: 1 8"= 1'-0" 12 12 12 12 Asphalt Roof Shingles Aluminum Wrapped Fascia & Trim Vinyl Horizontal Siding Aluminum Wrapped Trim Surround Vinyl Board and Batten Siding Vinyl Corner Trim Vinyl Black Windows Manufactured Stone Veneer Standing Seam Metal Roofing Stone soldier Course & Sills Composite Column Yorktown Model Yorktown Model Chase Model Chase Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'A' Interior Unit- Elevation 'A' Interior Unit- Elevation 'E' End Unit- Elevation 'F' 6-UnitBuilding-FrontElevation Scale: 3 16"= 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown/ Chase Mod Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Exterior Elevations 6-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-2.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 197 128'-0" 22'-0" 22'-0" 20'-0" 20'-0" 22'-0" 22'-0" 10'-0" 10'-0" 40'-0" 2'-0" 2'-0" Yorktown Model Yorktown Model Chase Model Chase Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'A' Interior Unit- Elevation 'A' Interior Unit- Elevation 'E' End Unit- Elevation 'F' 6-UnitBuilding,SecondFloorPlan Scale: 1 8"= 1'-0" 128'-0" 22'-0" 22'-0" 20'-0" 20'-0" 22'-0" 22'-0" 128'-0" 10'-0" 22'-0" 22'-0" 20'-0" 20'-0" 22'-0" 22'-0" 8'-0" 10'-0" 40'-0" 40'-0" 40'-0" 4'-6" 4'-8" 2'-0" 2'-0" 2'-0" 2'-0" Yorktown Model Yorktown Model Chase Model Chase Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'A' Interior Unit- Elevation 'A' Interior Unit- Elevation 'E' End Unit- Elevation 'F' Yorktown Model Yorktown Model Chase Model Chase Model Yorktown Model Yorktown Model End Unit- Elevation 'F' Interior Unit- Elevation 'E' Interior Unit- Elevation 'A' Interior Unit- Elevation 'A' Interior Unit- Elevation 'E' End Unit- Elevation 'F' 6-UnitBuilding,ThirdFloorPlan 6-UnitBuilding,FirstFloorPlan Scale: 1 8"= 1'-0" Scale: 1 8"= 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown/ Chase Mod Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Overall Floor Plans 6-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-2.2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 198 22'-0" 22'-0" 7'-111 2" 10'-0" 4'-01 2" 8'-21 4" 10'-0" 3'-93 4" Line of Wood Deck Line of Wood Above Deck Above Standard 3' x 3' Standard 3' x 3' 10'-0" 10'-0" Concrete Pad Concrete Pad AC AC Unit Unit L of Unit C L of Unit C L of Unit C L of Unit C 21'-1" 21'-1" Finished Finished UP Finished UP 12'-2" 15R 15R Lower Level Lower Level Lower Level 14'-8" 17'-1" x 15'-5" 17'-1" x 15'-5" 17'-1" x 15'-5" Line of HVAC Line of HVAC Htr Chase Above Chase Above Line of HVAC Chase Above Htr Htr 3'-41 2" 101 2" Bath 36"x 36" Shower 33" Vanity Tankless Tankless Tankless WH WH WH 40'-0" 2-Car Garage 16'-11" x 22'-11" PartialFirstFloorPlan- UP 15R OptionalFulBath 2-Car Garage 2-Car Garage Scale: 1 4"= 1'-0" 16'-11" x 23'-0" 16'-11" x 23'-0" Foy. Line of Floor Foy. Line of Floor Area Calculations Cantilever Above Cantilever Above 15/0 x 7/0 Overhead Door 15/0 x 7/0 Overhead Door Elev D Elev E Elev F First Floor: 499 sf 499 sf 499 sf Cov'd L of Unit C Cov'd Line of Full Height Line of Full Height Entry Manufactured Stone Entry Manufactured Stone Second Floor: 888 sf 891 sf 888 sf Elevation 'F' Elevation 'D' Third Floor: 814 sf 825 sf 814 sf L of Unit C L of Unit C Total Living: 2,201 sf 2,215 sf 2,201 sf Partial1stFlrPlan- FirstFloorPlan-InteriorUnit Garage: 381 sf Scale: 1 4"= 1'-0" EndUnit Scale: 1 4"= 1'-0" 2-Car Garage 16'-11" x 23'-0" Line of Floor Foy. Cantilever Above 15/0 x 7/0 Overhead Door L of Unit C Cov'd Line of Full Height Entry Manufactured Stone NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE Elevation 'E' SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. L of Unit C CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-3 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 199 22'-0" 7'-111 2" 10'-0" 4'-01 2" Wd. Deck 10'-0" 10'-0" x 10'-0" L of Unit C L of Unit C DW Sinks Kitchen Kitchen Pr. Range Range 17'-1" x 14'-2" 17'-1" x 14'-2" Pedistal Island Ref. Ref. Pantry Closet Landing DN 15R Line of Open-to Above 40'-0" Dining Dining 14'-10" x 11'-7" 14'-10" x 11'-7" UP 16R Great Room Great Room 21'-0" x 12'-11" 21'-0" x 12'-11" 8" 8" Line of Manufactured L of Unit C Line of Full Height Stone Watertable Manufactured Stone Roof Below Elevation 'F' Roof Below Elevation 'D' L of Unit C L of Unit C Partial2ndFlrPlan- EndUnit SecondFloorPlan-InteriorUnit Scale: 1 4"= 1'-0" Scale: 1 4"= 1'-0" Great Room 21'-0" x 13'-7" L of Unit C Line of Manufactured Stone Watertable Roof Below NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE Elevation 'E' SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. L of Unit C CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-3.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 200 22'-0" L of Unit C L of Unit C 66" Vanity 60" Vanity Ba. Ba. Owners Suite 14'-4" x 14'-2" 34"x 60" 34"x 60" Shower Shower Pull Down Attic Stair to Platform Above WIC WIC D DN 16R Tub Tub W 40'-0" Open-to Below Ba. Ba. 42" Vanity Linen Br #2 Br #3 Br #2 Br #3 10'-1" x 10'-9" 10'-6" x 12'-7" 10'-1" x 10'-9" 10'-6" x 12'-7" L of Unit C L of Unit C L of Unit C Roof Below Line of Full Height Manufactured Stone Elevation 'F' Elevation 'D' Roof Below Partial3rdFlrPlan- ThirdFloorPlan-InteriorUnit Scale: 1 4"= 1'-0" EndUnit Scale: 1 4"= 1'-0" Br #2 Br #3 10'-1" x 11'-5" 10'-6" x 13'-3" L of Unit C L of Unit C NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE Elevation 'E' SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Yorktown Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-3.2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 201 20'-0" 20'-0" 4'-0" 12'-0" 4'-0" 4'-0" 12'-0" 4'-0" 20'-0" Line of Optional Opt. Wood Wood Deck Above Deck 12'-0" x 10'-0" 10'-0" 10'-0" 34x60 Linen Shower Pantry Bath Line of Third 60" Vanity Owners' Floor Cantilever Above Suite Kitchen Rec Room 8'-0" 10'-10" x 13'-10" Dining 8'-7" x 14'-7" 14'-6" x 21'-6" Ref Tub/ 10'-3" x 9'-4" HWH Shower 30" Vanity M. Bath DW Htr Micro. Abv. Range w/ Pr. Sink DN DN Island 16R 15R Sump Washer 34'-0" 34'-0" WIC 32'-0" 32'-0" 32'-0" 32'-0" Half Wall Dryer 5'-3" x 5'-8" Rake Wall Linen 1-Car Garage Rake Wall 10'-5" x 18'-11" UP Gathering 16R Room 15R UP 15'-7" x 16'-9" DN Br #2 Br #3 Foyer 4" 9'-3" x 8'-7" 9'-3" x 10'-3" Pr. End Unit Interior Unit PartialThird Floor End Unit End Unit Elevation B & C ThirdFloorPlan Plan PartialSecond PartialFirst Floor Interior Unit Scale: 41" = 1'-0" Scale: 14" = 1'-0" FloorPlan FirstFloorPlan Plan Scale: 14" = 1'-0" Scale: 14" = 1'-0" Scale: 14" = 1'-0" Gathering Pr. Room 15'-7" x 16'-9" Area Calculations First Floor Living: 388 sq ft Second Floor Living: 633 sq ft Third Floor Living: 654 sq ft Total Living Space: 1,675 sq ft Elevation A Garage: 215 sq ft Interior Unit NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE Second FloorPlan SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR Scale: 14" = 1'-0" PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Chase Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-4 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 202 Emory Model 28-ft Wide, 2-Story Townhome NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Perspective 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-5 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 203 12 12 5 5 RearElevation TypicalSideElevation Scale: 18" = 1'-0" Scale: 18" = 1'-0" Asphalt Roof 12 12 Shingles 12 12 12 12 12 12 Vinyl Board and Batten Siding Aluminum Wrapped Fascia & Trim Vinyl Horizontal Siding Vinyl Corner Trim Vinyl Black Windows Aluminum Wrapped Trim Surround Manufactured Stone Veneer Standing Seam Metal Roofing Composite Column Stone soldier Course & Sills 4-UnitBuilding,FrontElevation Scale: 163 " = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Exterior Elevations 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-5.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 204 112'-0" 28'-0" 28'-0" 28'-0" 28'-0" 112'-0" 28'-0" 28'-0" 28'-0" 28'-0" 10'-0" 2'-0" 2'-0" 2'-0" 2'-0" 60'-0" 60'-0" OveralSecondFloorplan OveralFirstFloorplan Scale: 18" = 1'-0" Scale: 18" = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Overall Floor Plans 4-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-5.2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 205 Emory Model 28-ft Wide, 2-Story Townhome NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Perspective 5-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-6 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 206 12 12 5 5 RearElevation TypicalSideElevation Scale: 18" = 1'-0" Scale: 18" = 1'-0" Asphalt Roof 12 12 Shingles 12 12 12 12 Vinyl Board and Batten 12 12 Siding Aluminum Wrapped Fascia & Trim Vinyl Horizontal Siding Vinyl Corner Trim Vinyl Black Windows Aluminum Wrapped Trim Surround Manufactured Stone Veneer Standing Seam Metal Roofing Composite Column Stone soldier Course & Sills 6-UnitBuilding,FrontElevation Scale: 163 " = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Exterior Elevations 5-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-6.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 207 140'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 10'-0" 2'-0" 2'-0" 60'-0" OveralFirstFloorplan Scale: 81" = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Overall Floor Plans 5-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-6.2 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 208 140'-0" 28'-0" 28'-0" 28'-0" 28'-0" 28'-0" 2'-0" 2'-0" 60'-0" OveralSecondFloorplan Scale: 81" = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Overall Floor Plans 5-Unit Building TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-6.3 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 209 28'-0" 9'-0" 10'-0" 9'-0" Opt. Deck 10'-0" x 10'-0" 28'-0" 10'-0" L C of Unit L C of Unit L C of Unit AC Unit & L C of Unit Pad DN as Req'd Owners e e ac ac pl pl re re 96" Vanity Bath Fi Fi 34"x60" Shower w/ Seat Breakfast 10'-5" x 17'-9" Owners Suite 16'-5" x 16'-10" (Box Tray Ceiling) Great Room Great Room Linen 16'-5" x 30'-3" 16'-5" x 30'-3" Sitting 10'-2" x 7'-11" DW Cooktop WIC Sink 6'-7" x 9'-8" Island 51'-4" 51'-4" D WIC Laun. Kitchen 6'-1" x 8'-6" 6'-8" x 8'-6" W 16'-4" x 12'-4" Wall 60'-0" 60'-0" Ovens Ref LT Pantry Pr DN UP DN 16R 16R 15R DN as Req'd Tub/ Bath Foyer Foyer 7'-7" x 14'-8" 7'-7" x 14'-8" Shower Bedrm #2 36" V. Linen 11'-11" x 11'-1" (Plus Alcove) 2-Car Garage 19'-0" x 19'-9" Cov'd Entry Cov'd Entry Bedrm #3 5'-0" Roof Below 8'-0" x 5'-0" 7'-5" x 5'-0" 12'-2" x 12'-3" Area Calculations DN as Req'd DN as Req'd 8'-8" WIC First Floor Living: 1,070 sq ft 6'-5" x 5'-9" Second Floor Living: 1,434 sq ft 3'-8" 16-0 x 7-0 Overhead Door Total Living Space: 2,504 sq ft End Unit End Unit Line of Roof 2-Car Garage: 401 sq ft PartialSecond PartialFirst Overhang Above Optional Finished Basement: 908 sq ft FloorPlan Interior Unit FloorPlan Scale: 14" = 1'-0" Interior Unit NOTE: SecondFloorPlan Scale: 14" = 1'-0" FirstFloorPlan THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR Scale: 14" = 1'-0" Scale: 14" = 1'-0" PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-7 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: Page 210 L C of Unit L C of Unit Sump Finished Basement 26'-2" x 28'-6" (Plus Stair Alcove) Htr 34"x 60" 30" Vanity Shower Tankless Bath HWH Mech. UP Ejector 15R Pit Unfn i. Interior Unit OptionalFinishedBasementPlan Scale: 14" = 1'-0" NOTE: THESE DRAWINGS ARE NOT FOR CONSTRUCTION. THESE PLANS ARE FOR SITE PLAN REVIEW AND ARE SUBJECT TO CHANGE. THE BUILDER RESERVES THE RIGHT TO MAKE CHANGES AS NEEDED TO THE FLOOR PLANS, ELEVATIONS AND BUILDING MATERIALS, INCLUDING ROOM SIZES AND LOCATION OF ROOMS. CLIENT: PROJECT NAME: REVISIONS: SHEET TITLE: ARCHITECTS Emory Model Evergreen Manor JACKSON COMMONS SUITE A4 30 JACKSON ROAD Enlarged Floor Plans TownofCortlandt MEDFORD, NJ 08055 As Noted SHEET N0. SK-7.1 SCALE: WestchesterCountyN , ewYork PROJ. NO.: LEN-25035 May 20, 2026 DATE: