Planning Board Meeting & Work Session — 2026-08-04 — Agenda

Page 1 TOWN OF CORTLANDT PLANNING BOARD Steven Kessler, Chair Town Supervisor Thomas A. Bianchi, Vice-Chair Town Hall, 1 Heady Street Richard H. Becker, MD Cortlandt Manor, NY 10567 Nora Hildinger Main #: 914.734.1080 Town Board Kevin Kobasa Fax #: 914.788.0294 James F. Creighton Peter McKinley Cristin Jacoby Jeff Rothfeder Planning Staff email: Robert Mayes Karen Timko HeatherL@townofcortlandtny.gov Joyce C. White Kellan Cantrell, Alternate Planning Board Work Session & Meeting Tuesday August 4, 2026 To join the meeting remotely, use this Zoom link: https://us02web.zoom.us/j/88363365077?pwd=6rgkKAda0eu9OmQglyT0SRIfCTL7G6.1 WORK SESSION .... .................................................................................................................. 6:00 pm Discuss items on tonight’s Planning Board Meeting Agenda. MEETING AGENDA .............................................................................................................. 6:30* pm 1. Pledge of Allegiance 2. Roll Call 3. Changes to the Meeting Agenda, by majority vote 4. Adoption of the minutes from previous month 5. Resolution(s) a. PB 2025-3 77 Montrose Station Rd 3-Lot Subdivision Application of 77 Montrose Station, LLC for Final Plat approval of the proposed 3-lot major subdivision of an approximately 9.7-acre parcel located at 77 Montrose Station Road. Preliminary Plat approval originally granted on January 6, 2026 via Planning Board Resolution #3-26. Final Subdivision Plat, and Subdivision and Site Plan Drawings, revised June 17, 2026. b. PB 2025-15 Fucci 2-lot Subdivision Application of Joel Greenberg, R.A. on behalf of Robert Fucci for a Public Hearing, and Preliminary and Final Subdivision approval for a 2-lot minor subdivision of an approximately 22,000 sq. ft. parcel of property located at 12 Putnam Park Rd. Drawings revised June 24, 2026. 6. New Business a. PB 2026-12 44 Regina Ave | Cortlandt Self-Storage & Contractor’s Yard Application of Cronin Engineering on behalf of Cortlandt Self-Storage LP / Mark Giordano for an Amended Site Development Plan to construct one additional 8,000SF storage building and an outdoor contractor’s yard. (see prior PB 3-06) Page 2 7. Adjournment Next Regular Meeting: Tuesday September 1, 2026 at 6:30* PM Agenda information is also available at https://www.townofcortlandtny.gov/ * Regular meeting will begin at the conclusion of the work session, which could be prior to 6:30 pm. Page 3 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART LENGTH OF FIELDS REQUIRED DEEP TEST DESCRIPTION BANK RUN FILL SLOPE (LF) WATER LOT OF PERCOLATION IMPERVIOUS ELEVATION CURTAIN LOT # AREA OWTS RATE LAYER REMARKS (IN. BELOW PER EACH (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME DRAIN ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL (%) NUMBER RESIDENCE (IN) (CY) BEDROOM Tax Lot 44.17-2-18 N/F Catherine Gonzalez EXISTING HOUSE. SEE WCDH PERMIT LOT 1 5.64 2% N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A APPLICATION FOR OWTS (WCDH FILE#C2025-12) D5 D6 D9 0" TO 8" 8" TO 84" TOPSOIL FINE SANDS W/ STONE, MOD. TO HIGHLY COMPACTED NONE SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING AND WITNESSED BY THE WCDH. DEEP TESTING WAS '( D d) ee vey) r Iron Pipes in Conc. Found SITE Stone Wall CONDUCTED ON NOVEMBER 4, 2024 FOR 35 '(Su LOT 2 1.86 2% 1 TO 5 184 LF 45 LF N/A N/A N/A N/A TOPSOIL THE PRIMARY AND EXPANSION AREAS. 7 . 3 D7 D8 0" TO 8" 8" TO 96" FINE SANDS W/ STONE, MOD. TO NONE PUMPING TO THE OWTS AREA IS REQUIRED FOR LOT 2. 67 5.7 HIGHLY COMPACTED 68 TOPSOIL D10 0" TO 8" SOILS TESTING WAS CONDUCTED BY D12 8" TO 84" FINE SANDS W/ STONE, MOD. TO NONE CRONIN ENGINEERING AND WITNESSED BY Tax Lot 44.17-2-1 HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS N/F Michael Simmon N 50° 49' 50" W LOT 3 2.23 10% 1 TO 5 184 LF 45 LF 1 FT 110 N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR & Jennifer Budner 138.29' Stone Wall TOPSOIL THE PRIMARY AND EXPANSION AREAS. 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED D11 FINE SANDS W/ STONE, MOD. TO NONE 8" TO 72" FOR LOT 3. HIGHLY COMPACTED 84 .35 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING AND WITNESS BY THE WCDH. DEEP TESTING WAS CONDUCTED ON NOVEMBER 8, 2024. PERCOLATION TESTING WAS CONDUCTED ON NOVEMBER 11 & 12, 2024. Wire Fence ' 0' 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY CRONIN ENGINEERING P.E. P.C., THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. 30.0 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO RECORD ON FILE SHOWING THE NUMBER OF BEDROOMS. Frame Chain Link Fence Garage 5' ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) pe 34.0 Iron Pipe Found 30 elo Vicinity Map .00 v South 0.30' En East 0.64' ' MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD BUILDING COVERAGE MINIMUM BUILDING FLOOR AREA ing LANDSCAPE COVERAGE ild (SF) (FT) (FT) (FT) (FT) (FT) (SF) (SF) Iron Pin Bu Total Area = 423.714.89 Sq.Ft. Found r ive Building Envelope 1 2 2 STORIES 70% OF 50% OF FLOOR AREA OF tD REQUIRED 80,000 200 or 35 FT. 50 30 30 65% FAR LOT AREA PRINCIPAL BUILDING rya ll al = 9.72 Acres AC Units on o nW ph Stone Masonry Gate Concrete Pad as As Ret. Wall EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A eM n Stone Masonry Sto Stone EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - Retaining Wall Retaining Wall Stepping Stone Walks Roof Over Flag. Patio Unauthorized alteration or addition to a survey map bearing a licensed Stone Mas. Pier Land Surveyors seal is a violation of Section 7209, Subdivision 2 of the S ive HOUSE LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - rs r Sto ton tD e Line de l ne M Chain Link Fence New York State Education Law. PROPOSED HOUSE LOT 2 80,891 267 <35 190 83 32 <65% FAR ±91 - ng ul ha Pa M as as .R lo Bo sp vin .R et Tax Lot 44.17-1-9 & 10 ly A of A Concrete 1.5 Pa g S et .W Possession only where indicated. PROPOSED HOUSE LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - N/F Thomas H. Hintze r al w Utility Riser Sty 2S t tio on . W all Irrevocable Trust Gen e Approximate Location Ro Re to e all s Bay sid ry Adjacent property lines and easements not surveyed or certified. ne of Existing 1'' Type K Copper e F Window Co (Un nc ram t Sto Water Service as Per ns de e # e Access to adjacent rights of way, easements and public or private lands tru r 62.02' en Engineering Plans ll Flag. 77 Flag itt a Walk ct ion Step 4'' Septic Irrigation not guaranteed or certified. m er W ) Control Int ng Cleanout 375.00' Westchester County Department of Health i Rim=190.47 Valves 50.00' in Boulder Underground utilities shown hereon are approximate and should be New Rochelle, New York ta Trench Stone Mas. 88 l Underground Re Drain Ret. Wall Co Ret. Wall verified before excavating. .12 al Propane Tank ne on Conc. 2nd Story Flagstone Fo Blo nc. 19.87' Additional underground utilities are not shown or certified. ' "W W S to Overhang Walk & Steps un ck Approved pursuant to Chapter 873, Article X, Sections 873.951 and 873.1011 and 00 ne da Encroachments and structures below grade, if any, not shown or certified. 96 o Articles VII and VIII of the Westchester County Sanitary Code subject to the provision of 3' St Roof Over Stone Mas. Flag. tio .3 4 Flag. n Flagstone Ret. Wall 2' public water supply and separate sewage treatment facilities to serve each habitable 2 0° Boulder Ret. Wall Porch Steps Walk Top Fndtn. at Subject to covenants, easements, restrictions, conditions and agreements S Asphalt Drive Garage Cutout building hereafter constructed. These facilities are to be installed in accordance with land Stone Masonry EL = 186.71' of record. improvement plans and specifications approved by and filed in this office prior to the Retaining Wall 4'' Septic Cleanout ge 12 Frame Trench Drain Asphalt Drive construction of such building. Gravel Pad Garage Rim=185.83 for Generator on Concrete AS BUILT 2120, Pa y Stone Retaining Wall 4'' Septic a CONCRETE Cleanout Surveyed in accordance with Deed Liber 11186, Page 287. 30 Per Dee ide Right of W e Each purchaser of property shown hereon shall be furnished a true copy of this plat showing riv SEPTIC TANK Rim=187.81 .00 t D Trench Chain Link Fence al Stone Wall this endorsement. Any erasures, changes, additions or alterations of any kind, except the Conc. Lid Boulder ' Elec. Drain Premises shown hereon designated on the Town of Cortlandt Tax addition of signatures of other approving authority and the date thereof made on this plan s ph Concrete Rim=180.46 Wall 30.00' Meter Drain Inlet Maps as: Section 44.17, Block 1, Lot 6 & 11. fA 4'' Septic d Liber UPole Apron e after this approval, shall invalidate this approval. o N 36° 13' 00" W Cleanout ns riv Proposed ai 100% tD m Property Line Conc. Lid Proposed Property Address: 77 Montrose Station l al al Re 50' W Rim=180.48 ph Expansion W pe Apprx. Montrose, NY 10548 d elo Area g As Date . Conc. Lid l Fie in nv Underground Rim=180.46 Conc. Lid ive in Approved by the Assistant Commissioner of Health on Behalf of the Department of Health E Electric Line Rim=180.44 ic Dr ta ng MONUMENT pt i Junction Re ild lt IRON ROD Se Bu ha Box (.typ) Building Envelope 4' e Tax Lot 44.17-1-12 NOTE: on l p Junction of al As 2. 5 S W St Box (.typ) N/F Eugine M. Cesar-Fabian ge 88 ld 0 e The undersigned owner(s) do hereby consent to the filings of this map °1 & Marie Fabian Ed Fie "W 1 on As part of the Building Permit process for the initial development of all 30 LOT 1 9' St 39 .0 Edge of Drive ic 58 single family lots an individual Site Development Plan shall be submitted 0 0' pt ' West 3.00'+/- s "W er Se 3 End Plastic Pipe to the Division of Code Administration and Enforcement for approval by Area = 245,818.38 Sq. Ft. uld 4° 30 of o 1 Inv.=175.13 = 5.64 Acres fB the Director of Technical Services that is in compliant with current local .0 Field Marking e o S 0 Proposed g End Plastic Pipe ' w to Show End of Pipe ordinances, including among others, the Town's Tree Ordinance and Steep Ed Owner: 77 Montrose Station, LLC Date Ro Septic Fields as Inv.=176.66 Per Field Marking Slope Ordinance in place at the time of filing. No Building Permit shall be UPole T Engineering to Show Tax Lot 44.17-1-9 & 10 EN D Plans End of issues for any lots shown hereon until the Director of Technical Services ' M O .00 N/F Thomas H. Hintze S 25° 44' 00" E (Survey) NU N R Pipe approves the Site Development Plan for same, and no Certificate of Proposed 30 Irrevocable Trust 30.00' S 26° 00' 00" E (Deed) O 0 ' S 8.3 Occupancy shall be issued for any lots until an "as built" survey has been M IRO .0 Property Line 30 6 75 5' Address: 1340 Baptist Church Road, Yorktown Heights, NY, 10598 97.87' AS BUILT N 51° 26' 00" E submitted to and approved by the Director of Technical Services. The "as °2 24 36.28' SEPTIC FIELD ' built" survey shall show complete information including final contours, .00 1. 8' 7' 67 30 05 The Department Head signatures indicate that this drawing or set of drawings is consistent 1 ' floor levels, and all pertinent features. 0. "E e with the Planning Board resolution of approval and with the general requirements and 29 Stone Asphalt Driv Bu policies of the Town of Cortlandt for which the Department Head is responsible. The o pe Retaining Wall ildin project design including all public health and safety considerations are solely the v el g En En velo X-Cut Found responsibility of the design professional who has signed and sealed the drawings. Proposed g in pe South 0.48' ild 30 Property Line Bu e e East 1.04' .0 Remains of Properties Not riv op 0' l Reviewed by the Department of Environmental Services Contiguous ltD ve Properties Not Contiguous Proposed Septic Tank h a En Proposed - Gore Strip Exists p ng As S 35° 42' 00" E R=293.51' and Pump Chamber i Septic Fields as i ld Per N 35° 22' 00" W 30 L=112.50' as Per Engineering Bu .0 Engineering 60.40' 0' Plans Plans Director Date S 31° 51' 50" W (Survey) Approximate Location S 31° 35' 50" W (Deed) of Existing 1'' Type K Copper Water Service as Per Reviewed by the Department of Planning & Community Development 126.47' (Survey) Engineering Plans 3"W 135.26 (Deed) ' 4 31 Stone Wall ° Building Envelope Building Envelope 1 4 S Director Date 0' 171.00' Reviewed by the Planning Board Engineer Tax Lot 44.17-2-3 50.0 Building Envelope N/F Anne Sumers e riv 30. N 35° 42' 07" W Deed Control # 442250322 UPole l tD 00' l ha 336.41' Engineer Date al s p LOT 3 LOT 2 New Property Line W A e rive on MONUMENT St Area = 97,005.91 Sq. Ft. S 35° 42' 00" E N 35° 42' 00" W IRON ROD Area = 80,890.60 Sq. Ft. D = 2.23 Acres Asphalt = 1.86 Acres all Approved by Resolution No. _______of the Planning Board of the Town of Cortlandt, Proposed W Tax Lot 44.17-1-16 New Property Line New York, on the ______ day of ____________________ , 20_____ subject to all Septic Tank ne and Pump N/F Reid Gearhart requirements and conditions of said resolution. Sto Chamber & Tiziana Mohorovic Proposed 1'' Type K Copper Per 243.86' (D ey) Any change, erasure, modification or revision in this plat or site development plan, after as Per eed) Water Service as Per 50' ed Lib 30.00' Deed Liber #12229, Page #339 urv the above date, shall void this approval. Engineering De Engineering Plans 30.00' 30.00' Plans Wid er 243.23' (S 30.00' 30.00' Signed this______ day of________________________ , 20_____ by e R 2120 velope 336.41' Building Envelope Building Envelope igh 30.00' t of , Page Building En Wa Chairperson of the Planning Board Proposed Access UPole ll 8.96' and Utility Easement y 12 199.48' for the Benefit of Lot 3 ' Over Lot 2 .96 136 Stone Wa10 Building Envelope Building Enve ive W lope 5" all 2' 4 lt Dr Stone Masonry 6° 5 Proposed 1'' Type K Copper W pe 0" E lo S3 Water Service as Per Engineering N 36° 57' 00" W Pier 70.54' ne nve ha gE Plans 50.00' Sto S 28° 14' 4 ldin Asp Properties Not Contiguous Bu i FINAL 50.00' Apprx. Location of Water - Overlap Exists Frame Stone Shed Mas. Meter Pit as Per Engineer S 34° 17' 00" E Guy Stone Mas. Wall MONUMENT IROD 25.39' Stone Wall 59.05' 72.32' Stone Wall Wire 55.60' SUBDIVISION PLAT Wall 182.80' Stone N 55° 43' 00" E 153.35' UPole 72.32' UPole N 60° 15' 00" E PREPARED FOR Retaining Stone Wall 50. N 53° 26' 00" E Wall alt N 50° 37' 00" E UPole Edge of Asphalt UPole Edge of Asphalt 77 MONTROSE STATION, LLC 00' 36.37' f A sph Stone Masonry 41.26' MONTROSE STATION ROAD UPole SITUATE IN THE N 42° 45' 00" E eo ll Edg Pier Edge of Asphalt Edge of Asphalt 23.03' Wa Drain Inlet TOWN OF CORTLANDT MONUMENT ne IRON ROD Sto lt UPole Rim=145.17 N 56° 26' 00" E Approximate Location of WESTCHESTER COUNTY, NEW YORK s pha N 53° 38' 00" E 127.92' Existing 16" Cast Iron Water Main of A N 31° 21' 00" E UPole E dge 60.82' as Per Engineering Plans 91.39' Approximate Location of SCALE: 1" = 40' Existing 16" Cast Iron Water Main UPole as Per Engineering Plans Stone Retaining Wall N 37° 28' 00" E 33.36' Westchester County Index System: Sheet 222, Block 10399 I, Daniel T. Merritts Licensed Land Surveyor, who made this map do hereby certify that the survey upon which this map is based was completed Utility Design By: COPYRIGHT C 2026 TC MERRITTS LAND SURVEYORS TC MERRITTS LAND SURVEYORS April 1, 2025 and that this map was completed January 27, 2026. Map Revised: June 1, 2026; June 5, 2026; June 17, 2026 Cronin Engineering Project: Reference: ALL RIGHTS RESERVED, UNAUTHORIZED DUPLICATION OR 24-188 N/A ELECTRONIC TRANSMISSION WITHOUT PRIOR PERMISSION 394 BEDFORD ROAD ● PLEASANTVILLE ● NY 10570 Field Survey By: Drawn By: ● survey@tcmerritts.com IS A VIOLATION OF APPLICABLE LAWS. (914) 769-8003 By: PR/JC/BFC BJC/BFC/CP N.Y.S. Licensed Professional Engineer No.087679 Date New York State Licensed Land Surveyor No.050604 Patrick M. Bell, P.E. Project Manager: Checked By: THOMAS C. MERRITTS LAND SURVEYOR PC BFC BFC Page 4 SUBDIVISION & SITE DEVELOPMENT PLAN Tax Lot 44.17-2-18 N/F Catherine Gonzalez 77 MONTROSE STATION, LLC Cortlandt TR A VI d) SITE S ee y) RD LN '(D urve N TOWN OF CORTLANDT 5 I O 3 S AT 7. 3'( ST 67 5.7 SE N 50 68 RO WESTCHESTER COUNTY, NEW YORK NT O M ° 49 ' 50" Tax Lot 44.17-2-1 N/F Michael Simmon W & Jennifer Budner Wire Fence 138 OA KR D .29' L RD GE HIL COLLE Frame Shed riv e LOCATION MAP SCALE: 1" = 600' D el GENERAL NOTES G ra v 1. PARCEL TAX MAP DESIGNATION: SECTION: 44.17, BLOCK: 1, LOT(S): 6 & 11 2. TOTAL AREA OF EXISTING LOTS: 423,713 SQ. FT. (9.73 ACRES). e EXISTING LOT 6: 42,058 (0.97 ACRES) Lin EXISTING LOT 11: 381,655 SQ. FT. (8.76 ACRES). ong e Al riv ly D 3. SURVEY INFORMATION SHOWN HEREON IS BASED ON A SURVEY PREPARED BY TC MERRITTS LAND SURVEYORS ENTITLED al er lt "PRELIMINARY MAP PREPARED FOR STEVE GIORDANO BUILDERS, INC." DATED JULY 12, 2024, LAST REVISED AUGUST 28, 2024. en Tax Lot 44.17-1-12 Tax Lot 44.17-1-9 & 10 sG ha N/F Eugine M. Cesar-Fabian 4. TOPOGRAPHY SHOWN HEREON IS BASED ON DATA DOWNLOADED FROM THE WESTCHESTER COUNTY GIS WEBSITE. N/F Thomas H. Hintze ne sp EX & Marie Fabian Irrevocable Trust t o A IS tS n RE 5-BD TIN e SI R G 5. PARCEL IS LOCATED IN THE FOLLOWING DISTRICTS: itt DE M m NC - TOWN OF CORTLANDT R-80 (SINGLE-FAMILY RESIDENTIAL) ZONING DISTRICT er Int E - HENDRICK HUDSON SCHOOL DISTRICT - CORTLANDT CONSOLIDATED WATER DISTRICT l al 88 - MONTROSE FIRE DISTRICT W EX ' ne GA IST 19.87' W to " 6. PARCEL IS LOCATED IN THE HUDSON RIVER WATERSHED. 00 RA ING 43 ' S GE ° ENGINEER'S NOTES S 20 50 0 25 50 375.00' e Stone Wall 1. THERE SHALL BE NO MODIFICATION TO ANY ASPECT OF THIS PLAN WITHOUT CONTACTING THE DESIGN ENGINEER. m e a g Fr ara G 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, COUNTY AND LOCAL CODES, RULES & 50' Wide Right of Way REGULATIONS. Per Deed Liber 2120, Page 12 SCALE: 1" = 50 FT. 50' 3. IT IS THE OWNERS RESPONSIBILITY TO INSURE THAT ALL IMPROVEMENTS ARE PLACED ON MATERIAL WITH A SUITABLE BEARING CAPACITY. N 36° 13' 00" W 4. CONTRACTOR TO VERIFY DEPTH & LOCATION OF ALL UTILITIES INCLUDING WATER, SEWER, DRAINAGE, GAS, TELEPHONE, Tax Lot 44.17-1-9 & 10 OWNER/APPLICANT N/F Thomas H. Hintze e ELECTRIC & CABLE PRIOR TO START OF WORK. riv Irrevocable Trust tD ll e al SPECIAL NOTES a riv 77 MONTROSE STATION, LLC ph W tD e al 1340 BAPTIST CHURCH ROAD As on ph 1. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE MEANS AND METHODS NEEDED TO PERFORM THE Edge of Drive St As YORKTOWN HEIGHTS, NY 10598 CONSTRUCTION/EXCAVATION, ET AL, OPERATIONS SHOWN HEREON. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR West 3.00'+/- 54 ' TO PROVIDE A SAFE WORKING ENVIRONMENT AND PROVIDE THE MEANS AND METHODS TO PERFORM THE NECESSARY 2. 10 TASKS. NOTHING ON THESE PLANS SHALL OBLIGATE THE DESIGN ENGINEER AS TO THE MEANS AND METHODS TO PERFORM Tax Lot 44.17-1-11 THE TASKS ASSOCIATED WITH THE APPROVED DESIGN PLANS. THOSE OBLIGATIONS AT ALL TIMES REMAIN WITH THE CONTRACTOR(S). · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS sphalt Drive 24 1. S 25° 44' 00" E (Survey) 67 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ' S 26° 00' 00" E (Deed) ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 97.87' ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 68 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE .2 6' PROPOSED LOT 1 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. Remains of A 245,821 SF · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN SITE CAPACITY ANALYSIS PROPOSED LOT LINES (TYP.) ENGINEERING". ALL RIGHTS RESERVED. · AUTHORIZATION No. 130827 ZONING DISTRICT R-80 N 51° 26' 00" E 36.28' REVISIONS N 35° 22' 00" W 5 60.40' LOT # SEC: 44.17, BLOCK: 1, LOT: 6 + 11 PROPOSED LOT LINES (TYP.) 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 R=293.51' ' 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 .15 TOTAL APPROXIMATE GPA IN ZONE 423,713 SF 9.73 AC L=112.50' 2 90 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 Stone Wall WETLAND (WWW) 0 SF 0 AC S 31° 51' 50" W (Survey) 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 50% OF 100' WETLAND BUFFER AREA 0 SF 0 AC S 31° 35' 50" W (Deed) 126.47' (Survey) PROPOSED LOT 3 # REASON DATE SLOPES > 20% (SS) 140,085 SF 3.22 AC 97,001 SF 135.26 (Deed) MUNICIPAL TAX IDENTIFICATION: NYSDEC WETLAND (FW) e Tax Lot 44.17-1-16 0 SF 0 AC d PROPOSED 4-BEDROOM osed riv N/F Reid Gearhart SECTION: 44.17 171.00' 0' x p e D RESIDENCE 50.0 E & Tiziana Mohorovic lly gat t PROPOSED al 100 YEAR FLOODPLAIN (FD) 0 SF 0 AC GARAGE 171.0 rtia rru ASPHALT Pa " Co Pipe h 1ST FL 172.5 Deed Liber #12229, BLOCK: 1 sp 336.83' TOTAL CONSTRAINED AREA 0 SF 0 AC 10 etal BASEMENT 162.5 DRIVEWAY Page #339 M ll A a LOT: 6 & 11 W one WALKWAY SUBLOT: ----- 283,628 SF St e PARCEL AREA AFTER CONSTRAINTS 6.51 AC lt Driv RO DRAWN BY: AD 10% OF PARCEL AREA AFTER CONSTRAINTS N.A. N.A. CHECKED: KS/PMB Aspha NET PARCEL AREA (NPA) 283,628 SF 6.51 AC RO SM PROJECT: 77 MONTROSE STATION RD R-80 RESIDENTIAL DENSITY PERMITTED N 35° 42' 00" W 50' Wide Right of Way 243.86' (D vey) PROPOSED LOT LINES eed) 3.55 LOTS = 3 LOTS MAX Per Deed Liber 2120, Page 12 EXPIRATION DATE: 03-31-2027 (TYP.) DATE: JANUARY 22, 2025 ur (80,000 SF. / LOT MIN. REQUIRED) PATRICK M. BELL, P.E. 243.23' (S PROPOSED 4-BEDROOM PROPOSED LOT 2 RESIDENCE WO 80,891 SF PROPOSED GARAGE 162.0 JOB #: 240601 LICENSE #087679 SM ASPHALT WO 1ST FL 163.5 PROPOSED ACCESS & UTILITY DRIVEWAY BASEMENT 153.5 RO Tax Lot 44.17-1-6 EASEMENT FOR THE BENEFIT 199.48' C N N OF LOT 3 OVER LOT 2 Tax Lot 44.17-2-3 SM SM WALKWAY N/F Anne Sumers 108.96' Deed Control # SM Stone Wall WO 6' 442250322 136 .9 SM SM N N N rive SM SM alt D Frame 70.54' N 50° 37' 00" E 45" W RO NAL N N N C N L N Shed 52' WO 40" E N 36° 57' 00" W 41.26' h 6° S3 Asp SM (914) 736-3664 S 28° 14' S 34° 17' 00" E RO RO 25.39' 59.05' 72.32' Stone Wall 153.35' Stone Wall 127.92' Guy N 55° 43' 00" E N 56° 26' 00" E Wire SITE LOCATION 182.80' 39 Arlo Lane N 31° 21' 00" E N 60° 15' 00 "E Properties Not Contiguous N 53° 26' 00" E 91.39' - Overlap Exists 36.37' N 42° 45' 00" E lt N 53° 38' 00" E Stone Wall Cortlandt Manor, New York 10567 23.03' l l A s phaStone 60.82' MONTROSE STATION ROAD Wa f Masonry N 37° 28' 00" E eo Edge of Asphalt Edg 33.36' ne Pier Edge of Asphalt Stone Sto alt Retaining of A sph COVERSHEET Wall e Edg ENTRANCE SHALL BE LIST OF DRAWINGS LOCATED AT HIGH POINT SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED SUBDIVISION & CS-1.1 1 OF 8 COVERSHEET 1/22/2025 6/17/2026 SITE DEVELOPMENT PLAN PROPOSED SUBDIVISION LAYOUT EX-2.1 2 OF 8 EXISTING CONDITIONS / TREE REMOVAL PLAN 1/22/2025 6/17/2026 FOR SCALE: 1" = 50' TP-2.2 3 OF 8 TREE REMOVAL OVERLAY 8/20/2025 6/17/2026 77 MONTROSE STATION, LLC SP-3.1 4 OF 8 PRELIMINARY SUBDIVISION PLAT 1/22/2025 6/17/2026 TOWN OF CORTLANDT ZONING MAP NTS UTILITY + GRADING PLAN / UG-4.1 5 OF 8 1/22/2025 6/17/2026 INTEGRATED PLOT PLAN LOCATION: UTILITY + GRADING PLAN / 77 MONTROSE STATION ROAD UG-4.2 6 OF 8 1/22/2025 6/17/2026 DRIVEWAY PROFILES TOWN OF CORTLANDT, NEW YORK EROSION CONTROL + TREE PLAN / ESC-4.1 7 OF 8 1/22/2025 6/17/2026 CONSTRUCTION DETAILS CD-5.1 8 OF 8 CONSTRUCTION DETAILS 1/22/2025 6/17/2026 SHEET 1 OF 8 CS-1.1 Page 5 SLOPE ANALYSIS TREE REMOVAL AND PROTECTION NOTES TREE TABLE ) ed ) SLOPE RANGE AREA (SF) '( De rvey 1. ALL REMOVAL OF TREES ON PROPERTY ARE TO BE MINIMIZED AND SHOULD BE TAGGED BY THE APPLICANT AND 35 Su INSPECTED BY THE TOWN OF CORTLANDT PRIOR TO CUTTING. TREE WELLS SHOULD BE CONSTRUCTED AROUND ALL PROPOSED LOT 2 PROPOSED LOT 3 TOTAL 7 7. 73'( 0 - 15% 242,000 6 5. TREES THAT COULD BE IMPACTED AS A RESULT OF CUTTING AND FILLING. N 50 68 EXISTING TREES 248 254 502 2. ALL TREES DESIGNATED FOR PRESERVATION SHALL BE CLEARLY MARKED WITH A BRIGHT COLORED RIBBON OR 15% - 30% 131,063 ° 49 OTHER EASILY DISCERNIBLE METHOD. TREES TO BE REMOVED 150 67 217 ' 50" > 30% 50,650 Tax Lot 44.17-2-1 3. TREES TO BE PROTECTED SHALL BE PROVIDED WITH FENCING OR TRUNK ARMOR AS DETAILED ON THIS PLAN. ALL TREES TO REMAIN 98 187 285 N/F Michael Simmon Cortlandt W TREE PROTECTION METHODS SHALL CONFORM TO CHAPTER 5.190 OF THE WESTCHESTER COUNTY " BEST & Jennifer Budner MANAGEMENT PRACTICES MANUAL SERIES FOR EROSION AND SEDIMENT CONTROL", 1991. THESE GUIDELINES SHALL TREES TO BE PLANTED: 12 BE IMPLEMENTED FOR ALL TREES DESIGNATED FOR PROTECTION. SOILS TABLE TR ' .35 A VI SITE S TREE NOTE RD 84 LN 4. ALL TREES WITHIN SEPTIC AREA SHALL BE REMOVED AS REQUIRED BY THE W.C.D.H. I O N AT Wire Fence 138 ST REFERENCE IS MADE TO THE TREE REPORT PREPARED BY SE Stone Wall 5. ALL TREE STUMPS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR GRINDED ON SITE AND USED FOR SOIL PERCENT RO SOIL NAME .29' SYMBOL OF LOT SAVATREE DATED OCTOBER 3, 2024. NT LANDSCAPING PURPOSES ONLY. M O 6. WOOD CHIPS SHALL BE STOCKPILED ONLY FOR USE IN LANDSCAPING AND DECORATIVE PURPOSES. WOOD CHIPS CHARLTON-CHATFIELD COMPLEX, NOT FOR THESE PURPOSES SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER. CrC 58% 5' 34.0 0 TO 15% SLOPES, VERY ROCKY 7. WOOD CHIPS AND STUMP CHIPS SHALL NOT BE USED FOR ANY FILLING OR BACKFILLING OPERATION. Frame CHATFIELD-HOLLIS-ROCK Shed CuD OUTCROP COMPLEX, 15 TO 35 25% e CuD 8. ALL CUT LOGS SHALL BE REMOVED FROM THE SITE IN A LAWFUL MANNER OR USED FOR DECORATIVE PURPOSES PERCENT SLOPES riv ONLY. CUT LOGS SHALL NOT BE STOCKPILED FOR MORE THAN 30 DAYS NOR USED FOR FILLING OR OR BACKFILLING lD OA KR PURPOSES. ve D CHATFIELD-HOLLIS-ROCK ra 0' L RD 3.0 CtC OUTCROP COMPLEX, 0 TO 15 9% G COLLE GE HIL 11 PERCENT SLOPES SUBDIVISION CONSTRUCTION SCHEDULE Sh SUN LOAM 8% LOCATION MAP SCALE: 1" = 600' e NOTES: g Lin e CtC 1. FILE ANY PERTINENT DOCUMENTS WITH THE TOWN BUILDING DEPARTMENT, TOWN HIGHWAY DEPARTMENT AND on 1. PERMITTEE IS TO MAINTAIN WORK ZONE TRAFFIC CONTROL PLAN IN Al riv CrC ANY OTHER INVOLVED AGENCY. OBTAIN A SEWAGE DISPOSAL SYSTEM PERMIT FROM THE WCDH. ACCORDANCE WITH SECTION 104 OF HIGHWAY LAW, WHILE ly D WORKING WITHIN THE TOWN RIGHT-OF-WAY. ral 2. OBTAIN REQUIRED BUILDING PERMIT, ROAD OPENING PERMIT, EXCAVATION PERMIT OR ANY OTHER PERMIT 2. ROAD CLOSURES ARE NOT PERMITTED. e ne lt Tax Lot 44.17-1-12 3. OVERNIGHT EXCAVATION WILL NOT BE PERMITTED. Tax Lot 44.17-1-9 & 10 G ha es N/F Eugine M. Cesar-Fabian REQUIRED FOR THE CONSTRUCTION OF THE RESIDENCE. N/F Thomas H. Hintze n sp & Marie Fabian Irrevocable Trust to A EX tS IS 3. CONTACT THE UNDERGROUND LINE LOCATION SERVICE (CODE 53) AT 800-245-2828. INSTALL THE LIMITS OF RE 5-BD TIN en SI R G DISTURBANCE FENCING (ORANGE CONSTRUCTION FENCING). itt DE M NC m er 62.02' E 4. THE HOUSE AND DRIVEWAY LOCATIONS SHALL BE STAKED OUT, WITH OFFSETS, BY A LICENSED LAND SURVEYOR. In t ' l .12 5. TREES TO BE PRESERVED ARE TO BE CLEARLY MARKED AND PROTECTED FROM CONSTRUCTION. al 88 88 W ' e EX 19.87' on W GA IST ' 6. INSTALL ALL REQUIRED EROSION CONTROL STRUCTURES PER THE PLANS. " .32 St ' 00 RA ING GE 96 ° 43 7. CLEAR AND GRUB AREAS PROPOSED FOR CONSTRUCTION, INCLUDING THE HOMESITE, DRIVEWAY, AND SEPTIC 20 S AREA. CHIP BRANCHES AND LOGS AS PRACTICABLE AND REMOVE STUMPS AND UNUSED LOGS AND OTHER DEBRIS FROM THE SITE IN A LAWFUL MANNER. CtC 375.00' e Stone Wall m e 8. BEGIN SITE EXCAVATIONS AND FILLING OPERATIONS FOR THE ROUGH GRADING OF THE LOTS. r a rag 351 40 0 20 40 F a G 50' Wide Right of Way 9. CONSTRUCT FOOTING FORMS AND HAVE SAME APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCT Per Deed Liber 2120, Page 12 352 FOUNDATION WALLS AND HAVE SAME INSPECTED AND APPROVED. PROCEED WITH CONSTRUCTION OF HOUSE IN 50' 353 SCALE: 1" = 40 FT. ACCORDANCE WITH ALL BUILDING DEPARTMENT REQUIREMENTS. 356 354 10. INSTALL SEWAGE DISPOSAL SYSTEMS PER SEWAGE DISPOSAL PLAN APPROVED BY THE WCDH. SAME SHALL BE 357 N 36° 13' 00" W INSPECTED AND APPROVED BY THE WCDH PRIOR TO BACKFILL. ALL SEWAGE DISPOSAL SYSTEMS SHALL BE OWNER/APPLICANT CuD Tax Lot 44.17-1-9 & 10 358 INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND ALL WCDH REQUIREMENTS. N/F Thomas H. Hintze Edge of Drive CrC e 355 riv Irrevocable Trust West 3.00'+/- tD 11. INSTALL ROOF LEADER LINES AND FOOTING DRAIN LINES PER THE APPROVED PLANS. 359 77 MONTROSE STATION, LLC ll ive 458 al a 442 457 Dr 1340 BAPTIST CHURCH ROAD CrC ph W 441 363 360 t al 12. COORDINATE WITH UTILITY COMPANIES FOR THE INSTALLATION OF THE UNDERGROUND UTILITIES. UPON 455 ne YORKTOWN HEIGHTS, NY 10598 362 As COMPLETION OF THE SEWAGE DISPOSAL SYSTEM AND HOUSE, LOT TO BE FINAL GRADED. TOPSOIL TO BE PLACED Sh o ph WHERE NECESSARY AND SEEDED AND MULCHED. St As 443 456 452 361 454 367 439 365 13. CONTINUAL INSPECTION AND MAINTENANCE OF THE EROSION CONTROL DEVICES IS REQUIRED. DISTURBANCE 445 453 438 440 444 451 OUTSIDE OF THE LIMITS OF DISTURBANCE FENCE IS NOT PERMITTED. Tax Lot 44.17-1-11 364 368 370 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 0 437 366 16 446 450 372 SOIL BOUNDARY TYP. UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 14. COMPLETE THE DRIVEWAY PER THE PLAN SPECIFICATIONS. 436 369 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 422 433 434 435 373 449 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 432 447 374 375 halt Drive SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 0 15. PROVIDE THE NECESSARY PLANTINGS AND GENERAL CLEAN UP OF THE LOT OBTAIN A CERTIFICATE OF 423 16 448 377 371 430 431 S 25° 44' 00" E (Survey) DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. OCCUPANCY. 420 459 S 26° 00' 00" E (Deed) 421 426 379 · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN 424 425 376 398 ENGINEERING". ALL RIGHTS RESERVED. 97.87' 486 378 396 490 489 487 427 461 · AUTHORIZATION No. 130827 469 460 395 397 sp 485 409 488 491 428 470 462 380 REVISIONS Remains of A 468 410 399 CuD 492 541 543 542 540 539 538 484 429 466 463 464 407 381 382 394 400 5 493 544 476 471 412 408 383 392 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 CtC 551 405 401 CrC 390 180 465 FEBRUARY 6, 2026 546 545 411 N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION 550 483 CrC 482 481 472 467 404 403 393 384 36.28' 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 495 549 528 406 388 548 547 478 N 35° 22' 00" W DRIP LINE 389391 Sh 527 385 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 480 473 474 419 60.40' 494 529 413 349 PROTECTIVE 530 526 417 387 # REASON DATE DEVICE 565 522 477 386 496 511 534 479 350 LIMITS OF 525 157 418 348 MUNICIPAL TAX IDENTIFICATION: R=293.51' 497 415 CLEARING AND 533 521 156 347 GRADING L=112.50' 566 498 510 536 209 416 333 SECTION: 44.17 532 Stone Wall 567 535 523 332 346 15 562 499 512 524 414 BLOCK: 1 0 502 509 158 155 0 S 31° 51' 50" W (Survey) 531 159 154 210 17 344 513 208 337 338 LOT: 6 & 11 S 31° 35' 50" W (Deed) 564 500 508 345 PROPOSED TREES TO BE CrC 561 516 517 519 160 343 341 REMOVED TYP. PROPOSED 126.47' (Survey) 501 514 207 475 SUBLOT: ----- GRADING 563 150 151 331 505 206 135.26 (Deed) 560 518 152 402 DRAWN BY: AD 342 503 515 147 144 153 213 336 339 327 Tax Lot 44.17-1-16 5' d e 507 149 212 330 riv 328 osed 558 506 161 334 N/F Reid Gearhart CHECKED: KS/PMB MIN. 137 204 203 171.00' ' p 559 145 520 tD 0.00 x e 163 & Tiziana Mohorovic 5 ly E at l 504 139 146 205 340 rt ial rrug a 136 138 148 218219 329 326 PROJECT: 77 MONTROSE STATION RD Pa " Co Pipe h 557 170 169 162 164 335 Deed Liber #12229, sp 320 556 EXPIRATION DATE: 03-31-2027 10 etal 197 201 211 217 325 319 Page #339 DATE: JANUARY 22, 2025 M ll A 140 141142 143 165 221 PATRICK M. BELL, P.E. a 135 134 214 216 324 317 318 JOB #: 240601 LICENSE #087679 W 555 166 202 220 ne 52 168 199 200 321 10'' CMP o 51 167 196 198 St e 552 133 193 160 316 315 Inv=137.28 lt Driv C N N 100 222 Sh 194 215 322 314 DRIP LINE 554 103 99 171 186 323 SNOW FENCE 102 101 192 53 54 50 129 132104 98 313 Aspha 172 195 189 191 223 187 312 224 553 128 131 94 93 173 188 190 242 226 231 N N N N 35° 42' 00" W 50' Wide Right of Way 49 105 97 174 244 243.86' (D vey) 41 42 96 183 230 eed) Per Deed Liber 2120, Page 12 47 55 95 181 243 240 184 NAL N N N C N L N ur 40 109 245 225 243.23' (S 110 92 229 (914) 736-3664 48 56 43 182 241 227 228 106 107 CrC 126 185 233 170 CuD 57 111 91 180 239 232 127 246 CrC 234 CORD FENCE Tax Lot 44.17-1-6 58 59 44 46 45 108 89 90 CrC 176178 179 256 238 235 300 311 39 Arlo Lane 125 255 248 247 298 BOARD FENCE Tax Lot 44.17-2-3 249 Cortlandt Manor, New York 10567 N/F Anne Sumers 60 120 122 124 175 301 309 310 307306 88 299 CrC 61 121 112 177 257 237 CORRECT METHODS OF TREE FENCING 130 250 108.96' Deed Control # 39 62 115 87 Stone Wall 442250322 38 123 86 254 295 294 236 308 EXISTING CONDITIONS / TREE AND ROOT PROTECTION 118 258 293 302 e 116 114 253 251 259 305 TREE REMOVAL PLAN 37 117 292 Driv 1. CONSTRUCTION EQUIPMENT, TRUCKS OR OTHER VEHICLES SHOULD 113 150 260 303 Sh NOT BE PARKED OR OPERATED UNDER THE CANOPY OF TREES 13 252 270 TO BE SAVED. Frame 12 N 50° 37' 00" E 66 70 71 82 297 269 304 t 85 l 2. PETROLEUM PRODUCTS AND CHEMICALS SHOULD NOT BE STORED, 119 290 a Shed 65 16 84 296 291 287 40" E N 36° 57' 00" W SPILLED, OR DUMPED UNDER PROTECTED TREE CANOPIES. 41.26' 0 sph 3. EXCAVATION OR STOCKPILING BENEATH PROTECTED TREES IS NOT 1 6 14 67 68 69 26 36 72 83 81 289 288 284 SUBDIVISION & ACCEPTABLE. 267 A 11 5 19 30 1 4 0 283 SITE DEVELOPMENT PLAN S 28° 14' 4. IN NO CASE SHALL BOARDS OR FENCES BE NAILED TO PROTECTED 64 25 266 CrC 15 80 282 TREES. 2 100 9 15 63 21 23 24 28 261 268 271 275 286 N.T.S. 3 7 8 16 Wall 17 Stone 18 20153.35' 22 27 35 29 34Stone Wall 127.92' 73 74 75 79 Guy 273 274 285 FOR N 55° 43' 00" E 262 263 264 265 276 TREE PROTECTION FENCING INSTALLATION N 31° 21' 00" E N 56° 26' 00" E Wire 182.80' 272 281 280 77 MONTROSE STATION, LLC 4 33 76 78 N 60° 15' 00 Properties Not Contiguous N 53° 26' 00" E 91.39' 32 31 77 "E 277 - Overlap Exists N 42° 45' 00" E Drain Inlet 279 Stone Wall altStone 36.37' N 53° 38' 00" E Rim=145.17 23.03' s p h 60.82' ll fA MONTROSE STATION ROAD Wa UPo278 N 37° 28' 00" E Masonry le LOCATION: eo Pier Edge of Asphalt Edg 33.36' Typ. one 77 MONTROSE STATION ROAD Stone St UPole WATER Edge of Asphalt alt Typ. VALVE TYP TOWN OF CORTLANDT, NEW YORK Retaining Wall fA sph EXISTING CONDITIONS / HYDRANT eo Edg TREE REMOVAL PLAN SHEET 2 OF 8 EX-2.1 SCALE: 1" = 40' Page 6 ) ed ) ' ( De rvey TREE TABLE 7 35 Su 7. 73'( 6 5. N 50 68 PROPOSED LOT 2 PROPOSED LOT 3 TOTAL ° 49 EXISTING TREES 248 254 502 ' 50" TREES TO BE REMOVED 150 67 217 W Cortlandt TREES TO REMAIN 98 187 285 ' .35 TR A 84 VI SITE S RD LN Wire Fence 138 N I O AT Stone Wall = EXISTING TREE TO REMAIN ST .29' SE RO NT O M 5' = EXISTING TREE TO BE REMOVED 34.0 Frame Shed e = TREE RECOMMENDED FOR REMOVAL BY SAV-A-TREE riv lD PER OCT. 3, 2024 REPORT (TOTAL # = 107) ve OA KR ra ' .00 D G 3 L RD 11 GE HIL COLLE e LOCATION MAP SCALE: 1" = 600' Lin g e on Al riv ly D ral e ne lt sG ha ne sp to A EX tS IS RE 5-BD TIN en SI R G itt DE M S APPROXIMATE NC N rm 62.02' E e LOCATION OF Int UNDERGROUND PROPANE TANK ' l .12 al 88 88 S W C ' e EX 19.87' on W GA IST ' " .32 St ' 00 RA ING GE 96 ° 43 20 S S N APPROXIMATE LOCATION e Stone Wall m e OF WATER SERVICE r a rag 351 SHUT OFF VALVE F a 40 0 20 40 G S C APPROXIMATE LOCATION OF EXISTING 1" TYPE K 352 50' COPPER WATER SERVICE 353 SCALE: 1" = 40 FT. 356 354 STONE WALLS TYP. 357 N 36° 13' 00" W 358 OWNER/APPLICANT EXPANSION Edge of Drive e 355 AREA 100% riv West 3.00'+/- tD 359 ll 1 ive 6.7 458 al a 77 MONTROSE STATION, LLC 17 4 442 457 Dr 6.4 1 17 ph 363 6.0 W lt 441 360 7 17 455 1340 BAPTIST CHURCH ROAD 5.6 ne a 362 17 2 As 5.5 ph 17 9 YORKTOWN HEIGHTS, NY 10598 5.1 o s St 0 17 443 456 361 5.0 A 452 17 ' 40 367 EXISTING 100% EXPANSION ' 454 40 4' 365 ' 40 439 5 AREA FOR EXISTING HOUSE 2. 445 ' 40 453 ' 0 444 40 438 1440 451 370 ' 40 37 LF 364 368 ' 41 0 437 37 LF 366 LF 16 450 ' 41 446 372 37 LF EXISTING SEPTIC AREA FOR · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 436 369 37 LF 422 433 434 435 373 PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF 432 447 449 374 375 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF FILE No. C2025-12 sphalt Drive 24 0 423 37 LF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 16 448 1. 377 371 430 431 37 S 25° 44' 00" E (Survey) 67 459 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 37 S 26° 00' 00" E (Deed) 420 421 426 ' 37 379 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LF 424 425 376 398 LF 97.87' · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. 378 396 68 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 .2 469 395 397 6 485 409 ' PROPOSED LOT 1 491 488 428 470 462 380 Remains of A 468 410 399 245,821 SF 541 463 381 382 REVISIONS 492 543 542 540 539 538 484 429 464 394 400 493 466 407 5 544 476 471 412 408 383 392 551 405 390 401 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 0 465 4 1 8 546 550 545 483 411 N 51° 26' 00" E 482 481 472 467 404 403 393 36.28' 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 384 495 549 528 406 388 548 547 478 N 35° 22' 00" W 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 527 385 389391 LIMIT OF DISTURBANCE FOR 480 473 474 419 60.40' 494 529 413 PROPOSED 349 LOTS 2 AND 3 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 37 LF ROOF LEADER DISCHARGE 530 526 417 PROPOSED LOT LINES (TYP.) 387 (±77,100 SF / 1.7 AC) 386 37 LF LF PIPE 4" PVC SDR 35 565 496 522 477 37 LF 511 534 479 350 # REASON DATE 525 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 37 LF 7' 5 INTO CULTECS 160.5 .1 156 347 MUNICIPAL TAX IDENTIFICATION: 37 L3F 7' 533 521 209 416 0 29 566 498 536 L=112.50' 510 37 L3F 7' PROPOSED (4) CULTEC 532 333 37 SECTION: Stone Wall 535 523 332 346 44.17 567 37 330XLHD RECHARGER 512 15 562 499 524 414 37 LF 37' 0 INFILTRATORS 502 509 158 155 0 3 531 154 210 17 344 BLOCK: 1 LF 37' S 31° 51' 50" W (Survey) 159 338 564 17 513 208 337 PROPOSED TREES TO BE S 31° 35' 50" W (Deed) 500 508 0 345 LOT: 6 & 11 FOOTING DRAIN DISCHARGE 561 516 517 519 160 343 341 REMOVED TYP. 126.47' (Survey) 501 514 207 PROPOSED LOT 3 331 PIPE 4" PVC SDR35 563 505 DECK 150151 475 97,001 SF SUBLOT: ----- 135.26 (Deed) INV. 160.0 560 518 152 206 402 147 336 339 342 503 515 144 153 213 327 DRAWN BY: AD se d ve PROPOSED 507 4-BEDROOM 149 161 212 330 328 o r i 558 137 506 +170.8 204 203 334 Exp ed 145 520 0' 559 RESIDENCE CHECKED: KS/PMB 50.0 lly ugat t D 504 146 163 205 340 r t ia rr a l 136 138 GARAGE 171.0 139 PROPOSED 148 329 326 Pa " Co Pipe h 557 1ST FL 172.5 ASPHALT 170 169 164 218219 PROJECT: 77 MONTROSE STATION RD 335 sp 162 320 336.83' 10 etal 556 BASEMENT 162.5 DRIVEWAY 197 201 211 217 325 319 M l l A 140 141142 143 165 221 DATE: AUGUST 20, 2025 EXPIRATION DATE: 03-31-2027 a 135 172.0+ 214 216 324 317 318 PATRICK M. BELL, P.E. 168 W 134 166 202 220 JOB #: 240601 LICENSE #087679 555 ne 199 200 52 WALKWAY 168 321 10'' CMP o 51 167 196 198 164 PROPOSED (4) CULTEC t Drive 552 133 193 60 316 315 Inv=137.28 S 100 1 222 17 330XLHD RECHARGER 194 215 0 314 C N N 322 INFILTRATORS 554 99 186 54 103 102 101 171 192 323 lt 53 1 50 7 0 129 132104 98 313 Aspha 172 195 189 191 223 187 312 ROOF LEADER DISCHARGE 128 190 224 553 173 PIPE 4" PVC SDR35 156 94 226 231 131 93 188 242 DECK INV OUT 160.0 N N N N 35° 42' 00" W 49 105 97 174 244 243.86' (D vey) 41 42 96 183 230 eed) 47180 55 181 243 240 INTO CULTECS 154.5 95 184 ur 158 40 109 245 PROPOSED 4-BEDROOM225 NAL N N N C N L N 243.23' (S 110 PROPOSED 92LOT 2 229 48 56 43 182 PROPOSED 241RESIDENCE 227 228 PROPOSED LOT LINES 126 106 107 80,891 SF (914) 736-3664 GARAGE 162.0 160 ASPHALT 233 185 170 (TYP.) 91 180 DRIVEWAY 1ST FL 163.5 57 127 160 111 PROPOSED ACCESS & UTILITY 246 239 234 232 58 59 44 45 108 BASEMENT 153.5 311 90 EASEMENT FOR THE BENEFIT 0 256 161.8+ 238 FOOTING DRAIN 89 OF LOT 3 OVER LOT 2 176178 1 179 46 7 235 300 199.48' 125 255 160 248 247 298 163.0+ DISCHARGE PIPE 39 Arlo Lane 249 4" PVC SDR35 EXISTING PROPERTY LINE TO 60 120 122 124 175 168 WALKWAY 301 309 310 307306 INV. 151.0 Cortlandt Manor, New York 10567 BE REMOVED. TAX LOTS 6 AND 61 112 88 257 299 121 177166 250 237 11 TO MERGE. LINE TO COVERT 130 108.96' 39 62 115 87 6 4 Stone Wall TO 50' RIGHT OF WAY LINE 38 1 ' 254 0 123 86 1326.96 295 294 236 308 14 118 1 6 258 293 302 e 116 114 253 251 259 305 TREE REMOVAL OVERLAY 37 117 292 Driv 113 160 150 13 158 252 260 270 303 15 0 Frame 70 71 82 297 269 304 70.54' 12 N 50° 37' 00" E 66 alt W 119 16 ' 45 " 85 84 290 287 Shed 65 296 291 40" E 2 N 36° 57' 00" W 41.26' 0 5 sph 6° 289 1 67 68 69 26 S3 81 288 6 14 36 72 83 267 284 SUBDIVISION & A 5 11 19 30 140 283 S 28° 14' 64 S 34° 17' 00" 25 150 266 282 2 7 15 10 0 9 15 63 21 22 23 25.39' 24 E 27 28 35 59.05' 72.32' 79 80 261 268 271 275 286 SITE DEVELOPMENT PLAN 3 8 29 34Stone 74 75 16 Wall 17 Stone 18 20153.35' N 55° 43' 00" E Wall 127.92' 73 N 56° 26' 00" E Guy Wire 262 263 264 265 182.80' 272 273 274 276 285 281 FOR N 53° 26' 00" E N 31° 21' 00" E 4 32 31 33 76 78 N 60° 15' 00 "E 280 77 MONTROSE STATION, LLC 91.39' Drain Inlet 77 277 279 36.37' N 42° 45' 00" E lt N 53° 38' 00" E Rim=145.17 Stone Wall 5 0 a h Stone Asp Masonry 23.03' 1 60.82' N 37° 28' 00" E a ll f MONTROSE STATION ROAD UPo278le W e o Pier Edge of Asphalt 33.36' g Ed Typ. LOCATION: ne Edge of Asphalt S to Stone UPole WATER 77 MONTROSE STATION ROAD lt pha Retaining Wall Typ. VALVE TYP A s APPROXIMATE LOCATION OF TOWN OF CORTLANDT, NEW YORK e of HYDRANT EXISTING WATER METER PIT Edg 140 FOR 77 MONTROSE STATION RD (LOT 1) ENTRANCE SHALL BE LOCATED AT HIGH POINT SHEET 3 OF 8 TP-2.2 Page 7 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART ) ed ) ' (De rvey LENGTH OF FIELDS REQUIRED 35 Su SLOPE DEEP TEST DESCRIPTION (LF) BANK RUN FILL 7. 3'( LOT OF PERCOLATION WATER IMPERVIOUS 67 5.7 N 50 LOT # AREA OWTS RATE ELEVATION CURTAIN LAYER REMARKS 68 (IN. BELOW PER EACH (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME DRAIN ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL ° 49 (%) NUMBER RESIDENCE (IN) (CY) BEDROOM ' 50" Tax Lot 44.17-2-1 D1 D2 0" TO 8" TOPSOIL NEW OWTS EXISTING HOUSE. N/F Michael Simmon W LOT 1 5.64 2% D3 6" TO 84" FINE SANDS W/ STONE, MOD. TO 1 TO 5 NONE + 100% N/A N/A N/A N/A N/A SEE WCDH PERMIT & Jennifer Budner Cortlandt HIGHLY COMPACTED EXPANSION APPLICATION FOR OWTS D4 ' .35 TR A TOPSOIL VI D5 0" TO 8" 84 SITE S FINE SANDS W/ STONE, MOD. TO NONE RD LN D6 8" TO 84" SOILS TESTING WAS CONDUCTED BY N Wire Fence 138 HIGHLY COMPACTED CRONIN ENGINEERING AND WITNESSED BY I O AT ST Stone Wall LOT 2 1.86 2% 1 TO 5 184 LF 125 LF N/A N/A N/A N/A THE WCDH. DEEP TESTING WAS SE .29' CONDUCTED ON NOVEMBER 4, 2024 FOR RO TOPSOIL NT D7 0" TO 8" THE PRIMARY AND EXPANSION AREAS. M O FINE SANDS W/ STONE, MOD. TO NONE D8 8" TO 96" HIGHLY COMPACTED 5' D9 TOPSOIL 34.0 D10 0" TO 8" FINE SANDS W/ STONE, MOD. TO NONE Frame D12 8" TO 84" HIGHLY COMPACTED SOILS TESTING WAS CONDUCTED BY Shed CRONIN ENGINEERING AND WITNESSED BY e riv LOT 3 2.23 10% 1 TO 5 184 LF 125 LF 1 FT 110 N/A N/A THE WCDH. DEEP TESTING WAS lD TOPSOIL CONDUCTED ON NOVEMBER 4, 2024 FOR ve 0" TO 8" THE PRIMARY AND EXPANSION AREAS. OA KR D11 FINE SANDS W/ STONE, MOD. TO NONE ra D 0' 8" TO 72" HIGHLY COMPACTED 3.0 G GE HIL L RD COLLE 11 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, P.E., P.C. AND WITNESS BY THE WCDH. DEEP TESTING WAS CONDUCTED ON NOVEMBER 8, 2024. PERCOLATION TESTING WAS CONDUCTED ON NOVEMBER 11 & 12, 2024. 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY CRONIN ENGINEERING P.E. P.C., THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. e LOCATION MAP SCALE: 1" = 600' Lin g 30 R RE RD ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) on e YA ' l riv A l yA D MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM r al ne lt LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD REAR YARD BUILDING COVERAGE MINIMUM BUILDING FLOOR AREA LOT DESCRIPTION e Tax Lot 44.17-1-12 ha (FT) LANDSCAPE COVERAGE (SF) (FT) (FT) (FT) (FT) (SF) (SF) Tax Lot 44.17-1-9 & 10 G N/F Thomas H. Hintze n es sp N/F Eugine M. Cesar-Fabian & Marie Fabian REQUIRED 80,000 200 2 12 STORIES 50 30 30 65% FAR 70% OF 50% OF FLOOR AREA OF Irrevocable Trust to A EX tS or 35 FT. LOT AREA PRINCIPAL BUILDING IS RE 5-BD TIN en SI R G itt DE M S APPROXIMATE NC N 42,058 rm EXISTING LOT 44.17-1-6 174 N/A N/A N/A N/A N/A ±92 N/A 62.02' E e LOCATION OF EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - Int UNDERGROUND PROPANE TANK ' l .12 al 88 88 S W C PROPOSED SUBDIVISION LOT 1 245,821 332 <35 170 62 113 <65% FAR ±91 - ' e EX 19.87' "W n GA IST 2' 0 to RA ING .3 PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 86 32 <65% FAR ±91 - '0 S GE 96 3 °4 20 30' S PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - S N SIDE YARD ' 1 70 375.00' APPROXIMATE LOCATION e Stone Wall m e OF WATER SERVICE r a rag SHUT OFF VALVE F a 40 0 20 40 OWNERS CERTIFICATION G S C 50' Wide Right of Way APPROXIMATE LOCATION Per Deed Liber 2120, Page 12 OF EXISTING 1" TYPE K THE UNDERSIGNED OWNER, OWNER OF THE PROPERTY HEREON, STATES THAT 50' COPPER WATER SERVICE HE/SHE IS FAMILIAR WITH THIS MAP, ITS CONTENTS AND ITS LEGENDS AND HEREBY SCALE: 1" = 40 FT. CONSENTS TO THE FILING OF THIS MAP. STONE WALLS TYP. N 36° 13' 00" W SIGNED THIS _____ DAY OF __________________, 20___. Tax Lot 44.17-1-9 & 10 OWNER/APPLICANT N/F Thomas H. Hintze Edge of Drive e D ________________________________________________ riv Irrevocable Trust West 3.00'+/- AR PROPOSED OWTS ON 50' MARK GIORDANO tD TY PRIMARY AREA ll ive 77 MONTROSE STATION, LLC l a ha r lt D FR TOWN OF CORTLANDT APPROVAL W 1340 BAPTIST CHURCH ROAD p ne ha As PROPOSED OWTS p YORKTOWN HEIGHTS, NY 10598 t o As THE DEPARTMENT HEAD SIGNATURES INDICATE THAT THIS DRAWING OR SET OF S EXPANSION AREA EXISTING 100% EXPANSION 4' AREA FOR EXISTING HOUSE DRAWINGS IS CONSISTENT WITH THE PLANNING BOARD RESOLUTION OF APPROVAL AND 2. 5 WITH THE GENERAL REQUIREMENTS AND POLICIES OF THE TOWN OF CORTLANDT FOR 10 Tax Lot 44.17-1-11 37 LF WHICH THE DEPARTMENT HEAD IS RESPONSIBLE. THE PROJECT DESIGN INCLUDING ALL · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 37 LF LF 37 LF PUBLIC HEALTH AND SAFETY CONSIDERATIONS ARE SOLELY THE RESPONSIBILITY OF EXISTING SEPTIC AREA FOR UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF THE DESIGN PROFESSIONAL WHO HAS SIGNED AND SEALED THE DRAWINGS. PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 37 LF sphalt Drive 24 FILE No. C2025-12 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF REVIEWED BY THE DEPARTMENT OF ENVIRONMENTAL SERVICES 1. SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 37 S 25° 44' 00" E (Survey) 67 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 ' S 26° 00' 00" E (Deed) 37 LF · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN LF 97.87' ENGINEERING". ALL RIGHTS RESERVED. 68 __________________________________________________________________________ · AUTHORIZATION No. 130827 .2 DIRECTOR DATE 6' PROPOSED LOT 1 PROPOSED OWTS REVISIONS Remains of A PRIMARY AREA RE 0' YA AR 245,821 SF REVIEWED BY THE DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT RD 3 5 __________________________________________________________________________ PROPOSED OWTS 4 REVISE PER WCDH 5-21-26 REVIEW COMMENTS JUNE 17, 2026 DIRECTOR DATE EXPANSION AREA N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 30' 36.28' REVIEWED BY THE PLANNING BOARD ENGINEER SIDE 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 N 35° 22' 00" W PROPOSED SEPTIC TANK YARD AND PUMP CHAMBER 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 60.40' 37 L F __________________________________________________________________________ PROPOSED LOT LINES (TYP.) 37 LF 30 AR LF RE ARD # REASON DATE 37 LF ' Y ENGINEER DATE 37 LF R=293.51' ' 37 LF 7' 15 MUNICIPAL TAX IDENTIFICATION: 37 L3F 7' . L=112.50' 90 37 L3F 7' APPROVED BY RESOLUTION No.________ OF THE PLANNING BOARD OF THE TOWN OF 2 SECTION: 44.17 37 Stone Wall 37 CORTLANDT, NEW YORK ON THE ________ DAY OF ________________, 20____ SUBJECT 37 BLOCK: LF 37' 1 3 TO ALL REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. LF 37' S 31° 51' 50" W (Survey) ANY CHANGE, ERASURE, MODIFICATION, OR REVISION IN THIS PLAT OR SITE S 31° 35' 50" W (Deed) LOT: 6 & 11 DEVELOPMENT PLAN, AFTER THE ABOVE DATE, SHALL VOID THIS APPROVAL. 126.47' (Survey) PROPOSED LOT 3 DECK 97,001 SF SUBLOT: ----- 135.26 (Deed) SIGNED THIS _______ DAY OF ___________________, 20______ BY Tax Lot 44.17-1-16 DRAWN BY: AD osed d ri ve PROPOSED 4-BEDROOM N/F Reid Gearhart CHECKED: KS/PMB 171.00' 0' xp e D RESIDENCE 50.0 ly E at & Tiziana Mohorovic _________________________________________________________ r tial rrug alt GARAGE 171.0 PROPOSED PROJECT: 77 MONTROSE STATION RD CHAIRPERSON OF THE PLANNING BOARD Pa " Co Pip e 1ST FL 172.5 ph ASPHALT 30' Deed Liber #12229, 336.83' 10 etal s BASEMENT 162.5 DRIVEWAY SIDE Page #339 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 M ll A PROPOSED SEPTIC TANK WCDH APPROVAL REARD PATRICK M. BELL, P.E. 30' R YARD a YA AND PUMP CHAMBER W JOB #: 240601 LICENSE #087679 e WALKWAY on EXISTING PUBLIC WATER / PROPOSED SEPARATE SEWAGE TREATMENT SYSTEM 10'' CMP St Drive APPROVED PURSUANT TO CHAPTER 873, ARTICLE X, SECTIONS 873.951 AND 873.1011 Inv=137.28 AND ARTICLES VII AND VIII OF THE WESTCHESTER COUNTY SANITARY CODE SUBJECT TO THE PROVISION OF PUBLIC WATER SUPPLY AND SEPARATE SEWAGE TREATMENT C N N lt FACILITIES TO SERVE EACH HABITABLE BUILDING HEREAFTER CONSTRUCTED. THESE 30' 30' Aspha SIDE SIDE FACILITIES ARE TO BE INSTALLED IN ACCORDANCE WITH LAND IMPROVEMENT PLANS YARD YARD AND SPECIFICATIONS APPROVED BY AND FILED IN THIS OFFICE PRIOR TO THE DECK N N N N 35° 42' 00" W 50' Wide Right of Way CONSTRUCTION OF SUCH BUILDING. 243.86' (D vey) eed) Per Deed Liber 2120, Page 12 EACH PURCHASER OF PROPERTY SHOWN HEREON SHALL BE FURNISHED A TRUE COPY ur NAL N N N C N L N OF THIS PLAT SHOWING THIS ENDORSEMENT. ANY ERASURES, CHANGES, ADDITIONS, 243.23' (S PROPOSED 4-BEDROOM PROPOSED LOT 2 OR ALTERATIONS OF ANY KIND, EXCEPT THE ADDITION OF SIGNATURES OF ANOTHER PROPOSED RESIDENCE (914) 736-3664 PROPOSED LOT LINES 80,891 SF APPROVING AUTHORITY AND THE DATE THEREOF MADE ON THIS PLAT AFTER THIS 30' ASPHALT GARAGE 162.0 30' SIDE (TYP.) DRIVEWAY 1ST FL 163.5 APPROVAL, SHALL INVALIDATE THE APPROVAL. PROPOSED ACCESS & UTILITY SIDE YARD BASEMENT 153.5 YARD Tax Lot 44.17-1-6 EASEMENT FOR THE BENEFIT 72' 39 Arlo Lane 199.48' OF LOT 3 OVER LOT 2 __________________________________________________________________________ Tax Lot 44.17-2-3 APPROVED BY THE ASSISTANT COMMISSIONER OF HEALTH DATE N/F Anne Sumers EXISTING PROPERTY LINE TO WALKWAY Cortlandt Manor, New York 10567 BE REMOVED. TAX LOTS 6 AND ON BEHALF OF THE DEPARTMENT OF HEALTH 11 TO MERGE. LINE TO COVERT 108.96' Deed Control # PROPOSED 1" Stone Wall TO 50' RIGHT OF WAY LINE TYPE K COPPER ' 442250322 .96 190' 136 WATER SERVICE PRELIMINARY SUBDIVISION PLAT rive lt D Frame 70.54' N 50° 37' 00" E W 45" pha 99' Shed 52' 40" E N 36° 57' 00" W 41.26' 6° FRONT S3 SUBDIVISION & YARD 50' As S 28° 14' PROPOSED 1" SITE DEVELOPMENT PLAN FRONT S 34° 17' 00" E YARD TYPE K COPPER 50' 25.39' 59.05' FOR 72.32' WATER SERVICE Stone Wall 153.35' Stone Wall 127.92' Guy N 55° 43' 00" E N 56° 26' 00" E Wire 77 MONTROSE STATION, LLC FRO RD 182.80' 50' T N N 31° 21' 00" E Properties Not Contiguous A N 60° 15' 00 Y N 53° 26' 00" E 91.39' "E Drain Inlet - Overlap Exists N 42° 45' 00" E t Stone Wall hal Stone 36.37' N 53° 38' 00" E Rim=145.17 23.03' ll Asp 60.82' MONTROSE STATION ROAD Wa Masonry of UPole N 37° 28' 00" E 33.36' e Ed ge Pier Edge of Asphalt Typ. LOCATION: Stone S ton t UPole WATER Edge of Asphalt 77 MONTROSE STATION ROAD Retaining Wall sp hal Typ. VALVE TYP PROPOSED WATER TOWN OF CORTLANDT, NEW YORK of A APPROXIMATE LOCATION OF SHUTOFF VALVE & PROPOSED WATER HYDRANT APPROX. LOCATION OF EXISTING 16"Ø CAST IRON e EXISTING WATER METER PIT WATER METER PIT Edg SHUTOFF VALVE & WATER MAIN (NWJWW TRANSMISSION MAIN) SP-3.1 FOR 77 MONTROSE STATION WATER METER PIT MONTROSE IMPROVEMENT DISTRICT SERVICE RD (LOT 1) ENTRANCE SHALL BE LOCATED AT HIGH POINT AREA SHEET 4 OF 8 Page 8 WESTCHESTER COUNTY DEPARTMENT OF HEALTH / SOIL DATA CHART PIPE CHART IMPERVIOUS AREA ) ed ) PROPOSED IMPERVIOUS ' ( De rvey LENGTH OF FIELDS REQUIRED PIPE LOCATION TYPE EXISTING IMPERVIOUS (LOT1) 35 Su SLOPE DEEP TEST DESCRIPTION (LF) BANK RUN FILL 4"Ø SOLID PVC SDR35 (LOT 2 + LOT 3) 7. 3'( LOT OF PERCOLATION WATER IMPERVIOUS ROOF LEADERS 67 5.7 DRIVEWAY 20,520 SF. 8,360 SF N 50 LOT # AREA OWTS RATE ELEVATION CURTAIN LAYER REMARKS @ 1% MIN SLOPE 68 (IN. BELOW PER EACH DRAIN (AC.) AREA TEST HOLE (MIN./IN.) 4 BEDROOM DEPTH VOLUME ELEVATION DEPTH SOIL CLASSIFICATION SURFACE) ADDITIONAL FOOTING DRAINS 4"Ø PERFORATED HDPE FRAME SHED 295 SF 0 ° 49 (%) NUMBER RESIDENCE (IN) (CY) BEDROOM 4"Ø SOLID HDPE DETACHED GARAGE 671 SF 0 ' 50" FOOTING DRAIN DISCHARGE Tax Lot 44.17-2-1 EXISTING HOUSE. @ 1% MIN SLOPE SEE WCDH PERMIT HOUSE AND GARAGE 1,797 SF 5,600 SF N/F Michael Simmon W LOT 1 5.64 2% N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A APPLICATION FOR OWTS & Jennifer Budner Cortlandt WATER SERVICE 1"Ø TYPE "K" COPPER PATIO 720 SF 384 SF (WCDH FILE#C2025-12) WALKWAY 0 668 SF ' .35 TR WATER METER NEPTUNE T-10 WATER METER A D5 TOPSOIL VI 0" TO 8" SOILS TESTING WAS CONDUCTED BY 84 TOTAL 24,003 SF 15,012 SITE S D6 FINE SANDS W/ STONE, MOD. TO NONE RD LN 8" TO 84" CRONIN ENGINEERING AND WITNESSED BY BY UTILITY COMPANY, TO BE N Wire Fence 138 D9 HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS UTILITIES AT I O UNDERGROUND ST Stone Wall LOT 2 1.86 2% 1 TO 5 184 LF 45 LF N/A N/A N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR SE .29' THE PRIMARY AND EXPANSION AREAS. RAW SEWER LINE 4"Ø SOLID PVC SDR35 RO TOPSOIL NT D7 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED TO SEPTIC SYSTEM @ 2% MIN SLOPE M O FINE SANDS W/ STONE, MOD. TO NONE D8 8" TO 96" FOR LOT 2. HIGHLY COMPACTED SOIL DATA NOTES 34.0 5' D10 0" TO 8" TOPSOIL SOILS TESTING WAS CONDUCTED BY Frame FINE SANDS W/ STONE, MOD. TO NONE D12 8" TO 84" CRONIN ENGINEERING AND WITNESSED BY Shed HIGHLY COMPACTED THE WCDH. DEEP TESTING WAS 1. SOILS TESTING WAS CONDUCTED BY CRONIN ENGINEERING, AND WITNESS BY THE WCDH. DEEP e LOT 3 2.23 10% 1 TO 5 184 LF 45 LF 1 FT 110 N/A N/A CONDUCTED ON NOVEMBER 4, 2024 FOR TESTING WAS CONDUCTED ON NOVEMBER 4, 2024. PERCOLATION TESTING WAS CONDUCTED ON riv TOPSOIL THE PRIMARY AND EXPANSION AREAS. NOVEMBER 6 AND 7, 2024. lD ve OA 0" TO 8" PUMPING TO THE OWTS AREA IS REQUIRED 2. LOT 1 HAS A RENOVATED SINGLE-FAMILY RESIDENCE AND OWTS. AT THE TIME OF INSPECTION BY KR D11 FINE SANDS W/ STONE, MOD. TO NONE ra D ' 0 8" TO 72" FOR LOT 3. CRONIN ENGINEERING, THE OWTS APPEARED TO BE OPERATING SATISFACTORILY. 3.0 HIGHLY COMPACTED 3. THE HOUSE PRE-DATES ZONING AND THERE IS NO FILE ON RECORD SHOWING NUMBER OF BEDROOMS. G GE HIL L RD COLLE 11 ZONING DATA CHART - R-80 ( SINGLE FAMILY RESIDENTIAL) e LOCATION MAP SCALE: 1" = 600' PROPOSED DISTURBANCE Lin MINIMUM MINIMUM MAXIMUM MINIMUM MINIMUM MINIMUM MAXIMUM MAXIMUM REAR YARD MINIMUM LOT DESCRIPTION LOT AREA LOT WIDTH HEIGHT FRONT YARD SIDE YARD BUILDING COVERAGE BUILDING FLOOR AREA LANDSCAPE COVERAGE g e lon (SF) (FT) (FT) (FT) (FT) (FT) (SF) (SF) PROPOSED DISTURBANCE 77,100 SF y A riv 1 2 2 STORIES 70% OF 50% OF FLOOR AREA OF ll D REQUIRED 80,000 200 or 35 FT. 50 30 30 65% FAR LOT AREA PRINCIPAL BUILDING PROP. WETLAND DISTURBANCE 0 SF e ra PROPOSED WETLAND BUFFER e n lt Tax Lot 44.17-1-12 0 SF Tax Lot 44.17-1-9 & 10 G ha es DISTURBANCE N/F Eugine M. Cesar-Fabian sp EXISTING LOT 44.17-1-6 42,058 174 N/A N/A N/A N/A N/A ±92 N/A N/F Thomas H. Hintze n & Marie Fabian Irrevocable Trust to A EX tS IS RE 5-BD TIN en EXISTING LOT 44.17-1-11 381,655 596 <35 583 62 113 1,690 ±95 - SI R G itt APPROXIMATE DE M NC rm E 62.02' 245,821 e LOCATION OF Int PROPOSED SUBDIVISION LOT 1 332 <35 170 62 113 <65% FAR ±91 - UNDERGROUND PROPANE TANK ' PROPOSED SUBDIVISION LOT 2 80,891 267 <35 190 86 32 <65% FAR ±91 - l .12 al 88 88 W ' ne PROPOSED SUBDIVISION LOT 3 97,001 235 <35 99 72 200 <65% FAR ±94 - EX 19.87' W GA IST ' 0" to .32 RA ING '0 S GE 96 3 °4 TOWN OF CORTLANDT SITE PLAN NOTES S 20 375.00' 1. AS PART OF THE BUILDING PERMIT PROCESS FOR THE INITIAL DEVELOPMENT OF ALL SINGLE FAMILY LOTS AN INDIVIDUAL SITE APPROXIMATE LOCATION e Stone Wall DEVELOPMENT PLAN SHALL BE SUBMITTED TO DIVISION OF CODE ADMINISTRATION AND ENFORCEMENT FOR APPROVAL BY THE m e OF WATER SERVICE r a rag 351 DIRECTOR OF TECHNICAL SERVICES IN COMPLIANCE WITH ALL LOCAL ORDINANCES, INCLUDING AMONG OTHERS, THE TOWN'S SHUT OFF VALVE F a 40 0 20 40 WETLAND ORDINANCE AND STEEP SLOPE ORDINANCE AND INCLUDING SOIL EROSION AND DUST CONTROLS AND STORMWATER G DRAINAGE FACILITIES DURING CONSTRUCTION. PURSUANT TO CHAPTER 283 (TREES) OF THE TOWN OF CORTLANDT CODE, TREES 50' Wide Right of Way APPROXIMATE LOCATION SHALL BE LOCATED AND IDENTIFIED ON A TREE INVENTORY AND TREE PROTECTION PLAN PREPARED BY AN ISA CERTIFIED Per Deed Liber 2120, Page 12 OF EXISTING 1" TYPE K 352 ARBORIST AS TO SIZE AND SPECIES. TREES TO BE CUT AND TREES TO BE SAVED SHOULD BE IDENTIFIED. THE LOCATION AND SIZE 50' COPPER WATER SERVICE 353 OF LOADING AREAS FOR THE REMOVAL OF CUT TREES SHOULD BE SHOWN ON THE PLAN FOR TREE DISPOSITION AND CLEAN UP SCALE: 1" = 40 FT. DESCRIBED. NO BUILDING PERMIT SHALL BE ISSUED FOR ANY LOTS SHOWN HEREON UNTIL THE DIRECTOR OF TECHNICAL SERVICES APPROVES THE SITE DEVELOPMENT PLAN FOR SAME, AND NO CERTIFICATE OF OCCUPANCY SHALL BE ISSUED FOR ANY LOTS UNTIL 356DT1 354 STONE WALLS TYP. 357 N 36° 13' 00" W AN "AS BUILT" SURVEY HAS BEEN SUBMITTED TO AND APPROVED BY THE DIRECTOR OF TECHNICAL SERVICES. THE "AS BUILT" SURVEY SHALL SHOW COMPLETE INFORMATION INCLUDING FINAL CONTOURS, FLOOR LEVELS, AND ALL PERTINENT FEATURES. Tax Lot 44.17-1-9 & 10 358 OWNER/APPLICANT N/F Thomas H. Hintze Edge of Drive e 355 riv WCDH NOTES Irrevocable Trust West 3.00'+/- PROPOSED OWTS tD PRIMARY AREA DT2 359 ll ive 77 MONTROSE STATION, LLC 458 al 1. THERE ARE NO EXISTING OR PROPOSED WELLS LOCATED WITHIN 200 FEET AT A LOWER ELEVATION AND IN A DIRECT LINE WITH THE a r 442 457 ph lt D GROUNDWATER FLOW OR WITHIN 100 FEET IN ANY DIRECTION TO THE PROPOSED OWTS AREA UNLESS OTHERWISE SHOWN HEREON. W 441 DT3 363 360 1340 BAPTIST CHURCH ROAD 455 ne ha 362 As 2. ALL COMPONENTS OF THE OWTS AND CONSTRUCTION TECHNIQUES OF SAME ARE TO BE IN ACCORDANCE WITH THE LATEST PROPOSED OWTS p YORKTOWN HEIGHTS, NY 10598 WESTCHESTER COUNTY DEPARTMENT OF HEALTH "RULES AND REGULATIONS FOR THE DESIGN AND CONSTRUCTION OF t o As 443 456 361 RESIDENTIAL SUBSURFACE TREATMENT SYSTEMS AND DRILLED WELLS IN WESTCHESTER COUNTY, NY" AND ANY OTHER RULES AND S EXPANSION AREA 452 EXISTING 100% EXPANSION REGULATIONS THAT MAY APPLY. 4' 454 367 3. THE OWTS AREAS MUST BE ISOLATED AND EFFECTIVELY PROTECTED AGAINST DAMAGE BY EROSION, 439 2 .5 365 AREA FOR EXISTING HOUSE STORAGE OF EARTH OR MATERIALS OR COMPACTION BY MACHINES AND HEAVY EQUIPMENT. DAMAGE TO ANY PORTION OF AN OWTS 0 DT7 453 DT4 438 1440 451 Tax Lot 44.17-1-11 370 37 LF AREA SHALL BE REPAIRED BEFORE APPROVAL IS GRANTED. 364 368 0 437 37 LF 366 LF 16 4. EXPANSION AREAS FOR ALL LOTS SHALL REMAIN UNDISTURBED AS MUCH AS IS PRACTICABLE. 450 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 372 37 LF 5. THE EXISTING ON-SITE WASTEWATER TREATMENT SYSTEM FOR LOT 1 WAS INSPECTED BY THIS OFFICE AND APPEARED TO BE EXISTING SEPTIC AREA FOR 369 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 37 LF DT5 373 OPERATING SATISFACTORILY AT THE TIME OF INSPECTION. NO IMPROVEMENTS OR CHANGES PROPOSED. 422 PROPOSED LOT LINES (TYP.) EXISTING HOUSE. SEE WCDH 37 LF 449 374 375 FILE No. C2025-12 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 6. THE PROPERTY IS SUBJECT TO LOCAL WETLAND REGULATIONS, IF ANY. halt Drive 24 0 423 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF 16 448 1. 377 371 37 NOTES SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE S 25° 44' 00" E (Survey) DT9 DT8 67 459 37 S 26° 00' 00" E (Deed) 420 421 426 ' DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 379 LF 1. THE APPLICANT IS AWARE THAT THE DISTURBED AREAS SHALL BE 100% STABILIZED AND PLANTED PRIOR TO THE ISSUANCE OF A 424 425 376 398 · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. LF 97.87' 378 396 68 CERTIFICATE OF OCCUPANCY 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 DT6 .2 2. THE APPLICANT SHALL SUBMIT AN AS-BUILT FOUNDATION SURVEY TO THE TOWN OF CORTLANDT PRIOR TO FRAMING. 469 395 397 sp 6' 3. THE APPLICANT SHALL SUBMIT AN AS-BUILT CENTERLINE DRIVEWAY PROFILE WITH SLOPES/GRADES TO THE TOWN OF CORTLANDT PROPOSED OWTS 485 409 PROPOSED LOT 1 491 488 428 470 462 380 REVISIONS Remains of A PRIOR TO PAVING. 245,821 SF PRIMARY AREA 468 410 399 4. PRIOR TO THE BACKFILLING OF ANY STORMWATER BEST MANAGEMENT PRACTICES, DOTS-ENGINEERING SHALL BE NOTIFIED TO 541 463 381 382 PERFORM AN INSPECTION. 543 542 540 539 538 429 464 394 492 484 466 407 400 5 5. ALL PROPOSED IMPORT FILL MUST BE TESTED AND CERTIFIED AS UNRESTRICTED, SUITABLE FOR RESIDENTIAL USE IN ACCORDANCE 493 544 476 412 408 383 WITH TOWN POLICY. CERTIFICATION MUST BE PROVIDED BY A LICENSED PROFESSIONAL. ALL CERTIFICATIONS SHALL BE ADDRESSED PROPOSED OWTS 471 392 401 551 0 465 405 390 4 REVISE PER WCDH 5-21-26 REVIEW COMMENTS JUNE 17, 2026 TO TOWN'S PLANNING BOARD ENGINEER. ALL SOIL ANALYTICS AND REPORTS WILL BE FORWARDED TO THE TOWN'S PLANNING BOARD EXPANSION AREA 546 545 18 ENGINEER FOR REVIEW AND APPROVAL. 550 483 411 N 51° 26' 00" E 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 472 467 404 403 393 6. PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY (C.O.), THE TOWN WILL REQUIRE A CERTIFICATION FROM A NYS 481 384 36.28' ENGINEER THAT THE COMPLETED SITE WORK AND DRAINAGE IMPROVEMENTS WILL NOT CAUSE AN ADVERSE IMPACT TO ADJOINING 495 549 406 388 NOVEMBER 20, 2025 548 547 478 2 LABELLA COMMENTS DATED 10-07-2025 N 35° 22' 00" W PROPOSED SEPTIC TANK OR DOWNSTREAM PROPERTIES. AND PUMP CHAMBER DT10 385 389391 7. DOUBLE CHECK VALVE SHALL BE INSTALLED IN ACCORDANCE WITH UNIVERSITY OF SOUTHERN CALIFORNIA LIST OF APPROVED 480 473474 419 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 60.40' 494 413 349 37 LF BACKFLOW PREVENTION DEVICES, NYSDOH GUIDELINES FOR DESIGNING BACKFLOW PREVENTION ASSEMBLY INSTALLATIONS, AND ROOF LEADER DISCHARGE 417 PROPOSED LOT LINES (TYP.) 386 387 37 LF LF BUILDING CODE. PIPE 4" PVC SDR 35 565 496 477 # REASON DATE 37 LF 8. ROCK RIPPING WILL BE USED WHEREVER POSSIBLE. IF BLASTING IS REQUIRED, IT WILL REQUIRE PRIOR APPROVAL FROM THE TOWN 479 350 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 37 LF OF CORTLANDT AND AN AIR QUALITY PERMIT FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. INTO CULTECS 160.5 15 MUNICIPAL TAX IDENTIFICATION: 156 347 37 LF 9. THERE SHALL BE NO PROCESSING OF EXCAVATED MATERIALS BY A ROCK CRUSHER OR SIMILAR EQUIPMENT ON SITE. 0. DT11 416 L=112.50' 566 498 209 37 LF 9 DT12 10. AN APPLICATION FOR A ROAD OPENING PERMIT SHALL BE SUBMITTED TO THE DEPARTMENT OF ENVIRONMENTAL SERVICES (DOES). PROPOSED (4) CULTEC 2 333 SECTION: 44.17 37 Stone Wall 332 346 37 11. PROVIDE 10-FOOT SEPARATION BETWEEN WATER AND OTHER SERVICES. 330XLHD RECHARGER 15 562 414 37 BLOCK: LF 12. ROOF AND FOOTING DRAINS SHALL BE 2 SEPARATE PIPES. ROOF LEADERS SHALL BE DIRECTED TO PROPOSED STORMWATER BEST 0 INFILTRATORS 158 155 0 1 154 210 17 344 LF MANAGEMENT PRACTICES. FOOTINGS SHALL DAYLIGHT TO ENERGY DISSIPATORS (LEVEL SPREADERS) AWAY FROM STEEP SLOPES. S 31° 51' 50" W (Survey) 338 17 208 337 S 31° 35' 50" W (Deed) 0 345 LOT: 6 & 11 343 341 STEEP SLOPE NOTES 126.47' (Survey) FOOTING DRAIN DISCHARGE PIPE 4" PVC SDR35 561 DECK 160 207 475 PROPOSED LOT 3 97,001 SF 331 SUBLOT: ----- 135.26 (Deed) INV. 160.0 560 152 206 402 DISTURBANCE OR ALTERATION OF AREAS WITH STEEP SLOPES SHALL ADDITIONALLY BE IN CONFORMANCE WITH THE 336 339 342 DRAWN BY: AD 153 Tax Lot 44.17-1-16 212 213 FOLLOWING PROVISIONS: 327 osed d ri ve 558 PROPOSED 4-BEDROOM +170.8 161 204 203 334 330 328 N/F Reid Gearhart CHECKED: KS/PMB 171.00' 0' p RESIDENCE tD 1. THE PLANNING, DESIGN AND DEVELOPMENT OF BUILDINGS SHALL PROVIDE THE MAXIMUM IN STRUCTURAL SAFETY, x e 163 & Tiziana Mohorovic 50.0 ly E at 205 340 ial rrug al SLOPE STABILITY AND HUMAN ENJOYMENT WHILE ADAPTING THE AFFECTED SITE TO, AND TAKING ADVANTAGE OF, GARAGE 171.0 PROPOSED r t 329 326 PROJECT: 77 MONTROSE STATION RD THE BEST USE OF THE NATURAL TERRAIN AND AESTHETIC CHARACTER. Pa " Co Pip e h 557 1ST FL 172.5 ASPHALT 169 162 164 p 335 320 Deed Liber #12229, 336.83' 2. THE TERRACING OF BUILDING SITES, INCLUDING THE MOUNDING OF SEPTIC TILE FIELDS, SHALL BE KEPT TO AN 10 etal s 556 BASEMENT 162.5 DRIVEWAY 201 211 325 197 217 319 Page #339 DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 ABSOLUTE MINIMUM. M ll A 165 PROPOSED SEPTIC TANK PATRICK M. BELL, P.E. 3. ROADS AND DRIVEWAYS SHALL FOLLOW THE NATURAL TOPOGRAPHY TO THE GREATEST EXTENT POSSIBLE IN a 172.0+ 216 AND PUMP CHAMBER 214 324 317 318 168 ORDER TO MINIMIZE THE POTENTIAL FOR EROSION AND SHALL BE CONSISTENT WITH ALL OTHER APPLICABLE W 166 202 JOB #: 240601 LICENSE #087679 e 555 WALKWAY 168 200 ORDINANCES AND REGULATIONS OF THE TOWN OF CORTLANDT AND CURRENT ENGINEERING PRACTICES. 321 10'' CMP on 167 164 4. REPLANTING SHALL CONSIST OF INDIGENOUS VEGETATION AND SHALL REPLICATE THE ORIGINAL VEGETATION ON PROPOSED (4) CULTEC St e 552 160 316 315 Inv=137.28 lt Driv THE SITE AS MUCH AS POSSIBLE. 17 330XLHD RECHARGER C N N 0 5. THE NATURAL ELEVATIONS AND VEGETATIVE COVER OF RIDGELINES SHALL BE DISTURBED ONLY IF THE CREST OF 322 314 INFILTRATORS A RIDGE AND THE TREE LINE AT THE RIDGE REMAIN UNINTERRUPTED. THIS MAY BE ACCOMPLISHED EITHER BY 171 186 POSITIONING BUILDINGS AND AREAS OF DISTURBANCE BELOW A RIDGELINE OR BY POSITIONING BUILDINGS AND 170 313 Aspha AREAS OF DISTURBANCE AT A RIDGELINE SO THAT THE ELEVATION OF THE ROOFLINE OF THE BUILDING IS NO 172 ROOF LEADER DISCHARGE GREATER THAN THE ELEVATION OF THE NATURAL TREE LINE. HOWEVER, UNDER NO CIRCUMSTANCES SHALL MORE 312 PIPE 4" PVC SDR35 156 THAN 100 FEET ALONG THE RIDGELINE, TO A WIDTH OF 100 FEET GENERALLY CENTERED ON THE RIDGELINE, BE 94 93 DECK 231 INV OUT 160.0 N N N N 35° 42' 00" W DISTURBED. 50' Wide Right of Way 243.86' (D vey) 96 230 eed) 6. ANY REGRADING SHALL BLEND IN WITH THE NATURAL CONTOURS AND UNDULATIONS OF THE LAND. Per Deed Liber 2120, Page 12 180 INTO CULTECS 154.5 95 ur NAL N N N C N L N 158 7. CUTS AND FILLS SHALL BE ROUNDED OFF TO ELIMINATE SHARP ANGLES AT THE TOP, BOTTOM AND SIDES OF 243.23' (S REGRADED SLOPES. VISIBLE CONSTRUCTION CUTS AND PERMANENT SCARRING SHOULD BE MINIMIZED. PROPOSED 4-BEDROOM 229 PROPOSED 92LOT 2 8. THE ANGLE OF CUT AND FILL SLOPES SHALL NOT EXCEED A SLOPE OF ONE VERTICAL TO TWO HORIZONTAL 80,891 SF PROPOSED RESIDENCE 227 228 (914) 736-3664 PROPOSED LOT LINES GARAGE 162.0 160 EXCEPT WHERE RETAINING WALLS, STRUCTURAL STABILIZATION OR OTHER METHODS ACCEPTABLE TO THE ASPHALT 233 185 170 DIRECTOR OF TECHNICAL SERVICES ARE USED. (TYP.) 91 DRIVEWAY 1ST FL 163.5 160 PROPOSED ACCESS & UTILITY 234 232 9. TOPS AND BOTTOMS OF CUT AND FILL SLOPES SHALL BE SET BACK FROM STRUCTURES A DISTANCE THAT WILL 58 59 BASEMENT 153.5 ENSURE THE SAFETY OF THE STRUCTURE IN THE EVENT OF THE COLLAPSE OF THE CUT OR FILL SLOPES. Tax Lot 44.17-1-6 90 EASEMENT FOR THE BENEFIT 17 0 161.8+ 311 FOOTING DRAIN 39 Arlo Lane 199.48' GENERALLY, SUCH DISTANCE SHALL BE CONSIDERED TO BE SIX FEET PLUS 1/2 THE HEIGHT OF THE CUT OR FILL. 89 OF LOT 3 OVER LOT 2 163.0+ DISCHARGE PIPE NEVERTHELESS, A STRUCTURE BUILT ON A SLOPE OR AT THE TOE OF A SLOPE IS PERMITTED IF IT IS PROPERLY Tax Lot 44.17-2-3 160 4" PVC SDR35 EXISTING PROPERTY LINE TO 120 168 WALKWAY 310 307 Cortlandt Manor, New York 10567 DESIGNED TO RETAIN THE SLOPE AND WITHSTAND THE FORCES EXERTED ON IT BY THE RETAINED SLOPE. N/F Anne Sumers 60 309 306 INV. 151.0 10. DISTURBANCE OF ROCK OUTCROPS SHALL BE BY MEANS OF EXPLOSIVE ONLY IF LABOR AND MACHINES ARE NOT BE REMOVED. TAX LOTS 6 AND 61 121 166 EFFECTIVE AND ONLY IF ROCK BLASTING IS CONDUCTED IN ACCORDANCE WITH ALL APPLICABLE LAWS AND 11 TO MERGE. LINE TO COVERT 1" 130 108.96' Deed Control # PROPOSED REGULATIONS OF THE TOWN OF CORTLANDT, COUNTY OF WESTCHESTER, AND THE STATE OF NEW YORK. 3962 K COPPER 646' Stone Wall TO 50' RIGHT OF WAY LINE 38 TYPE 19 11. DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN IN WORKABLE UNITS IN WHICH THE DISTURBANCE CAN 442250322 14 0 36 . 295 294 308 WATER SERVICE 118 1162 293 UTILITY + GRADING PLAN / INTEGRATED PLOT PLAN e BE COMPLETED AND STABILIZED IN ONE CONSTRUCTION SEASON SO THAT AREAS ARE NOT LEFT BARE AND 116 305 37 117 292 Driv EXPOSED DURING THE WINTER AND SPRING THAW PERIODS (DECEMBER 15 THROUGH APRIL 15). AREA OF CROSS HATCH 160 150 12. DISTURBANCE OF EXISTING VEGETATIVE GROUND COVER SHALL NOT TAKE PLACE MORE THAN 15 DAYS PRIOR TO 13 158 260 270 303 0 INDICATES LIMITS OF COMMON 269 15 Frame 12 70 2 & 3 297 304 70.54' 66 t GRADING AND CONSTRUCTION. N 50° 37' 00" EDRIVEWAY "W l 119 BETWEEN LOTS 290 a 13. TEMPORARY SOIL STABILIZATION, INCLUDING, IF APPROPRIATE, TEMPORARY STABILIZATION MEASURES SUCH AS Shed 65 16 ' 45 296 287 291 40" E EXISTING DRIVEWAY 2 N 36° 57' 00" W 41.26' 0 6° 5 h NETTING OR MULCHING TO SECURE SOIL DURING THE GROW-IN PERIOD, MUST BE APPLIED TO AN AREA OF 67 S3 289 69 SUBDIVISION & Asp DISTURBANCE WITHIN TWO DAYS OF ESTABLISHING THE FINAL GRADE, AND PERMANENT STABILIZATION MUST BE SITE DISTANCE 1 6 14 68 288 284 11 267 140 283 5 19 S 28° 14' APPLIED WITHIN 15 DAYS OF ESTABLISHING THE FINAL GRADE. 64 PROPOSED 1" 14. SOIL STABILIZATION MUST BE APPLIED WITHIN TWO DAYS OF DISTURBANCE IF THE FINAL GRADE IS NOT EXPECTED TO BE ESTABLISHED WITHIN 60 DAYS. SD LL = 246' 2 7 15 100 9 15 63 S 34° 17' 00" E 21 23 25.39' 150 59.05' 80 261 TYPE K COPPER 266 268 271 275 286 282 PROPOSED HIDDEN SITE DEVELOPMENT PLAN 22 FOR 72.32' WATER SERVICE DRIVEWAYS SIGN SD LR = 195' 3 8 16 Wall Guy 15. MEASURES FOR THE CONTROL OF EROSION AND SEDIMENTATION SHALL BE UNDERTAKEN CONSISTENT WITH THE 17 Stone 18 20153.35' N 55° 43' 00" E Stone Wall 127.92' 262 263 264 273 274 276 285 WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT'S BEST MANAGEMENT PRACTICES MANUAL N 56° 26' 00" E Wire 265 272 281 FOR EROSION AND SEDIMENT CONTROL AND NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, AS AMENDED, OR THEIR EQUIVALENTS SATISFACTORY TO THE APPROVAL AUTHORITY. N 31° 21' 00" E 4 182.80' N 60° 15' 00 280 Properties Not Contiguous 77 MONTROSE STATION, LLC N 53° 26' 00" E 91.39' 76 77 78 "E 277 - Overlap Exists 16. ALL PROPOSED DISTURBANCE OF STEEP SLOPES SHALL BE UNDERTAKEN WITH CONSIDERATION OF THE SOILS N 42° 45' 00" E Drain Inlet SIGHT DISTAN Stone Wall 279 t CE >350 FT hal Stone 36.37' N 53° 38' 00" E LIMITATIONS CHARACTERISTICS CONTAINED IN THE IDENTIFICATION LEGEND, WESTCHESTER COUNTY SOILS PROPOSED HIDDEN 0 Rim=145.17 ISTANC E ±260' 15 SURVEY, 1989, AS PREPARED BY THE WESTCHESTER COUNTY SOIL AND WATER CONSERVATION DISTRICT, IN DRIVEWAYS SIGN 23.03' l l As p 60.82' SIGHT D MONTROSE STATION ROAD Wa f N 37° 28' 00" E Masonry UPo278 le TERMS OF RECOGNITION OF LIMITATION OF SOILS ON STEEP SLOPES FOR DEVELOPMENT AND APPLICATION OF ALL o MITIGATING MEASURES AND AS DEEMED NECESSARY BY THE APPROVAL AUTHORITY. 33.36' Ed ge Pier Edge of Asphalt Typ. LOCATION: ne Edge of Asphalt Sto 77 MONTROSE STATION ROAD 17. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS OF DISTURBANCE, STOCKPILED AND STABILIZED IN A MANNER TO Stone UPole WATER t MINIMIZE EROSION AND SEDIMENTATION AND REPLACED ELSEWHERE ON THE SITE AT THE TIME OF FINAL GRADING. Retaining Wall sp hal Typ. VALVE TYP PROPOSED WATER TOWN OF CORTLANDT, NEW YORK of A STOCKPILING SHALL NOT BE PERMITTED ON SLOPES OF GREATER THAN 10%. APPROXIMATE LOCATION OF SHUTOFF VALVE & HYDRANT PROPOSED WATER APPROX. LOCATION OF EXISTING 16"Ø CAST IRON 18. NO ORGANIC MATERIAL OR ROCK WITH A SIZE THAT WILL NOT ALLOW APPROPRIATE COMPACTION OR COVER BY e EXISTING WATER METER PIT WATER METER PIT Edg 140 SHUTOFF VALVE & WATER MAIN (NWJWW TRANSMISSION MAIN) TOPSOIL SHALL BE USED AS FILL MATERIAL. FILL MATERIAL SHALL BE NO LESS GRANULAR THAN THE SOIL UPON SHEET 5 OF 8 UG-4.1 FOR 77 MONTROSE STATION WATER METER PIT WHICH IT IS PLACED AND SHALL DRAIN READILY. ENTRANCE SHALL BE MONTROSE IMPROVEMENT DISTRICT SERVICE RD (LOT 1) 19. COMPACTION OF FILL MATERIALS IN FILL AREAS SHALL BE SUCH TO ENSURE SUPPORT OF PROPOSED STRUCTURES AND STABILIZATION FOR INTENDED USES. LOCATED AT HIGH POINT AREA WCDH SHEET 1 OF 1 Page 9 PROPOSED 4-BDRM EXISTING RESIDENCE GRADE 1.5% GARAGE = 171.0 170 170 Cortlandt PROPOSED ASPHALT TR DRIVEWAY 160 160 A VI SITE S RD LN N O 13.3% I AT ST SE RO NT O M 150 MONTROSE 4.0% 0 150 18 STATION ROAD PROFILE THRU PROPOSED LOT 2 DRIVEWAY & RESIDENCE OA KR D HORIZONTAL SCALE: 1" = 20' L RD VERTICAL SCALE: 1" = 10' GE HIL COLLE LOCATION MAP SCALE: 1" = 600' PROPOSED LOT LINES (TYP.) PROPOSED 170 4-BDRM 170 RESIDENCE EXISTING GRADE ' 15 PROPOSED . 90 ASPHALT 2.0% GARAGE = 162.0 2 DRIVEWAY 160 160 6% 0 17 15 7% 0 ROOF LEADER DISCHARGE PIPE 4" PVC SDR 35 17 0 150 MONTROSE 4.0% 150 INV OUT 165.0 STATION ROAD INTO CULTECS 160.5 DECK PROFILE THRU PROPOSED LOT 3 DRIVEWAY & RESIDENCE HORIZONTAL SCALE: 1" = 20' PROPOSED (4) CULTEC 330XLHD RECHARGER VERTICAL SCALE: 1" = 10' INFILTRATORS 40 0 20 40 PROPOSED 4-BEDROOM +170.8 FOOTING DRAIN DISCHARGE PIPE 4" PVC SDR35 INV. 160.0 RESIDENCE 171.00' PROPOSED SCALE: 1" = 40 FT. GARAGE 171.0 ASPHALT DRIVEWAY 1ST FL 172.5 PROPOSED (4) CULTEC 330XLHD RECHARGER BASEMENT 162.5 INFILTRATORS OWNER/APPLICANT 336.83' 172.0+ 77 MONTROSE STATION, LLC 1340 BAPTIST CHURCH ROAD 168 WALKWAY YORKTOWN HEIGHTS, NY 10598 160 164 17 0 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS PROPOSED LOT 3 UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 97,001 SF ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ROOF LEADER DISCHARGE PIPE 4" PVC SDR35 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS INV OUT 160.0 170 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE INTO CULTECS 154.5 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN ENGINEERING". ALL RIGHTS RESERVED. · AUTHORIZATION No. 130827 156 DECK REVISIONS 5 180 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 PROPOSED LOT 2 PROPOSED 4-BEDROOM 158 80,891 SF 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 PROPOSED ASPHALT RESIDENCE 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 DRIVEWAY GARAGE 162.0 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 160 1ST FL 163.5 # REASON DATE MUNICIPAL TAX IDENTIFICATION: 160 BASEMENT 153.5 161.8+ FOOTING DRAIN DISCHARGE PIPE 4" SECTION: 44.17 PROPOSED INFILTRATION TRENCH (TYP) 1 70 PVC SDR35 BLOCK: 1 163.0+ INV. 151.0 170 199.48' 160 LOT: 6 & 11 168 WALKWAY SUBLOT: ----- PROPOSED 2'x2' DRAWN BY: AD 166 DRAIN INLET CHECKED: KS/PMB PROPOSED 1" TYPE K COPPER RIM: 152.00' 108.96' WATER SERVICE INV OUT: 150.00' 164 PROJECT: 77 MONTROSE STATION RD DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 162 PATRICK M. BELL, P.E. JOB #: 240601 LICENSE #087679 160 150 C N N 158 PROPOSED 16 8" HDPE 0 PIPE N N N NAL N N N C N L N 140 150 PROPOSED 1" (914) 736-3664 15 TYPE K COPPER 0 WATER SERVICE 39 Arlo Lane Cortlandt Manor, New York 10567 Properties Not ContiguousUTILITY + GRADING PLAN / DRIVEWAY PROFILES - Overlap Exists Drain Inlet Rim=145.17 PROPOSED 2'x2' PROPOSED WATER SHUTOFF VALVE & WATER METER PIT DRAIN INLET RIM :152.00' SUBDIVISION & INV OUT: 150.00' UPole Typ. SITE DEVELOPMENT PLAN PROPOSED 2'x2' FOR PROPOSED WATER SHUTOFF VALVE & UPole WATER VALVE TYP DRAIN INLET WATER METER PIT 77 MONTROSE STATION, LLC Typ. PROPOSED 2'x2' RIM: 149.00' DRAIN INLET INV OUT: 147.00' PROPOSED 8" HDPE PIPE UNDER DRIVEWAY FROM RIM: 149.00' APPROXIMATE LOCATION OF EXISTING WATER METER PIT CATCH BASIN TO EXISTING INV OUT: 146.50' APPROX. LOCATION OF EXISTING 16"Ø CAST IRON WATER MAIN LOCATION: FOR 77 MONTROSE STATION RD (LOT 1) (NWJWW TRANSMISSION MAIN) 140 TOWN DRAIN INLET 77 MONTROSE STATION ROAD MONTROSE IMPROVEMENT DISTRICT SERVICE AREA TOWN OF CORTLANDT, NEW YORK ENTRANCE SHALL BE LOCATED AT HIGH POINT PROPOSED 8" HDPE PIPE UNDER DRIVEWAY PROPOSED 8" HDPE PIPE UNDER DRIVEWAY FROM CATCH BASIN TO EXISTING TOWN DRAIN INLET SHEET 6 OF 8 UG-4.2 Page 10 EROSION AND SEDIMENT CONTROL NOTES EROSION CONTROL + TREE PLAN LANDSCAPE PLANTING CHART 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL PRACTICES. THE SEDIMENT AND EROSION SCALE: 1" = 50' ' ( ) ed ) De rvey CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION IS 35 Su SIZE 7. 3'( ESTABLISHED. 67 5.7 QUANTITY SYMBOL BOTANICAL NAME COMMON NAME COMMENTS 68 CALIPER HEIGHT VOLUME 2. TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL STRUCTURES SHALL BE (IN.) (FT.) (GAL.) MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES. THE SEDIMENT LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER. ALL SEDIMENT CONTROL 10 SM ACER SACCHARUM SUGAR MAPLE 3" ----- ----- SEE PLAN STRUCTURES SHALL BE INSPECTED WEEKLY, PRIOR TO EXPECTED RAIN EVENTS, AND AFTER EACH HEAVY RAIN TO INSURE PROPER OPERATION Tax Lot 44.17-2-1 AS DESIGNED. AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE START OF CONSTRUCTION. N/F Michael Simmon Cortlandt 4 WO QUERCUS ALBA WHTE OAK 3" ----- ----- SEE PLAN & Jennifer Budner 3. THE LIMIT OF DISTURBANCES SHALL BE CLEARLY STAKED AND FLAGGED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. NO ' TR LAND DISTURBANCE, EQUIPMENT ACCESS, OR MATERIAL STAGING SHALL OCCUR OUTSIDE THE PROPOSED LIMITS OF DISTURBANCES. THE .35 AV 6 RO QUERCUS RUBRA RED OAK 3" ----- ----- SEE PLAN CONTRACTOR SHALL MAINTAIN THE LIMIT OF DISTURBANCE MAKERS FOR THE DURATION OF THE CONSTRUCTION. SITE IS 84 RD LN N IO NOTE: ALL PROPOSED TREES SHALL HAVE A MINIMUM DIAMETER OF 3" AT 4-1/2' ABOVE GROUND. AT 5. THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS ORDERED BY THE ENGINEER, AND IN ST Stone Wall SE ACCORDANCE WITH ACCEPTED STANDARDS. RO NT O M 6. CATCH BASIN INLET PROTECTION MUST BE INSTALLED AND OPERATING AT ALL TIMES UNTIL TRIBUTARY AREAS HAVE BEEN STABILIZED. WHEN POSSIBLE FLOWS SHOULD BE STABILIZED BEFORE REACHING INLET PROTECTION STRUCTURE. MAINTENANCE OF SEDIMENT CONTROL . 5' 34.0 7. ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. 8. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, SHALL OA KR D IMMEDIATELY RECEIVE TEMPORARY SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER. 0' 3.0 DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. GE HIL L RD COLLE 11 9. ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS NECESSARY TO PROVIDE DUST CONTROL. 10. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT AREA CLEAR OF SOIL AND DEBRIS AND IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. LOCATION MAP SCALE: 1" = 600' 11. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 12. SOIL SEEDING AND FERTILIZER AMENDMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". Tax Lot 44.17-1-12 WHITE OAK TREE SUGAR MAPLE RED OAK Tax Lot 44.17-1-9 & 10 N/F Eugine M. Cesar-Fabian 13. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF "NEW YORK N/F Thomas H. Hintze EX & Marie Fabian GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL". Irrevocable Trust IS RE 5-BD TIN SI R G DE M LANDSCAPING NOTES NC E 62.02' 1. ALL LANDSCAPING (PLANTING OF TREES, SHRUBS, SOD, ETC.) SHALL BE PERFORMED BY OR UNDER THE SUPERVISION OF A PERSON WHO MEETS AT LEAST ONE OF THE FOLLOWING CRITERIA: CERTIFIED NURSERY 2' .1 PROFESSIONAL, ISA CERTIFIED ARBORIST, CERTIFIED LANDSCAPE TECHNICIAN PROGRAM OR GRADUATE 88 FROM A 2 YEAR COLLEGE IN THE FIELD OF HORTICULTURE, ENVIRONMENTAL SCIENCE, LANDSCAPE ARCHITECTURE OR FORESTRY. EX 19.87' GA IST ' .32 RA ING 2. ALL PLANTS MUST BE HEALTHY AND REPRESENTATIVE OF THE FORM OF THE SPECIES. GE 96 3. TREES TO BE PLANTED IMMEDIATELY AFTER DELIVERY FROM THE NURSERY. 4. CONTRACTOR TO ASSURE SUITABLE SOIL CONDITION, IF NECESSARY PROVIDE ORGANIC MATTER-COMPOST, 375.00' NUTRIFIED BARK, IN THE PROPORTION OF 2 PARTS OF SOIL TO 1 PART OF ORGANIC MATTER. 5. WATERING BASIN FOR TREES TO BE AT LEAST 30" IN DIAMETER OR THREE TIMES THE SIZE OF THE ROOTBALL. 351 50 0 25 50 6. BACKFILLING OF PLANT BASIN TO BE WITH THE ORIGINAL SOIL TO THE LEVEL OF 2 TO 4 INCHES ABOVE THE 50' Wide Right of Way ORIGINAL LEVEL. Per Deed Liber 2120, Page 12 352 353 7. PROVIDE APPROPRIATE WATERING AND IF NECESSARY WRAP THE TRUNK TO LIMIT DAMAGE FROM INSECTS. SCALE: 1" = 50 FT. 8. ALL STAKING AND PIT DETAILS SHALL BE IN ACCORDANCE WITH THE NYS STANDARD SHEETS SECTION 611-1R1 356 354 STONE WALLS TYP. 357 9. CONTRACTOR TAKES ALL RESPONSIBILITY FOR MAINTAINING A SAFE CONSTRUCTION AND POST-CONSTRUCTION CONDITION. Tax Lot 44.17-1-9 & 10 358 OWNER/APPLICANT N/F Thomas H. Hintze 355 10. A GRASS SEEDING MIXTURE FOR THE PROPOSED LAWN AREAS WILL BE 50% KENTUCKY BLUE, 25% PERENNIAL RYE AND 25% FINE OR RED FESCUE. Irrevocable Trust PROPOSED OWTS PRIMARY AREA 359 442 458 77 MONTROSE STATION, LLC 11. TOPSOIL REMOVED SHALL BE REPLACED TO A DEPTH OF AT LEAST 4-INCHES OVER ALL EXPOSED GROUND 457 SURFACES EXCEPT ROCK, AND SHALL BE PLANTED OR SEEDED AND MULCHED REPEATEDLY UNTIL THE AREA 441 363 360 1340 BAPTIST CHURCH ROAD IS STABILIZED. 455 362 PROPOSED OWTS YORKTOWN HEIGHTS, NY 10598 12. ALL TREES WHICH FAIL TO SURVIVE FOR A PERIOD OF TWO CALENDAR YEARS SHALL BE REPLACED BY PERMIT EXPANSION AREA 443 456 452 361 HOLDER AT NO EXPENSE TO TOWN OF OWNER OF THE LAND, IF OTHER THAN THE PERMIT HOLDER OF THE 4' 454 367 PERMIT. SAID REPLACEMENT SHALL BE WITHIN 60 DAYS FOLLOWING WRITTEN DEMAND FOR SUCH 439 2.5 365 REPLACEMENT FROM THE DIRECTOR OF TECHNICAL SERVICES OR WRITTEN EXTENDED PERIOD OF TIME AS 0 453 MAY BE SPECIFIED. 438 1440 451 Tax Lot 44.17-1-11 370 37 LF 364 368 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS 0 437 37 LF 366 LF 16 450 372 37 LF UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS 369 37 LF 422 373 PROPOSED LOT LINES (TYP.) ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF 37 LF 449 374 375 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS 37 LF 24 0 423 37 LF SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE 16 448 1. 377 371 37 S 25° 44' 00" E (Survey) 67 459 DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 37 EROSION AND SEDIMENT CONTROL - INSPECTION AND MAINTENANCE SCHEDULE S 26° 00' 00" E (Deed) 420 421 426 ' 37 379 · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN LF 424 425 376 398 LF 97.87' ENGINEERING". ALL RIGHTS RESERVED. 378 396 68 490 489 486 427 461 · AUTHORIZATION No. 130827 487 460 .2 469 395 397 6' PROPOSED OWTS 485 409 PROPOSED LOT 1 491 428 470 462 380 DAILY WEEKLY MONTHLY AFTER RAINFALL MAINTAINANCE 245,821 SF PRIMARY AREA 541 488 468 463 410 381 382 399 REVISIONS 543 542 540 539 538 429 464 394 5 492 484 466 407 400 REPLACE AS 493 544 476 412 408 383 CONSTRUCTION --- INSP. --- INSP. PROPOSED OWTS 471 392 401 4 UPDATE FOR FINAL SUBD APPROVAL JUNE 17, 2026 ENTRANCE NECESSARY 551 0 465 405 390 EXPANSION AREA 546 545 18 CLEAN / REPLACE PROPOSED SILT FENCE TYP. 550 483 411 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 --- INSP. --- INSP. 472 467 404 403 393 SILT FENCE AS NECESSARY 481 384 495 549 406 388 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 PROPOSED SEPTIC TANK 548 547 478 SOIL STOCKPILE --- INSP. --- INSP. --- AND PUMP CHAMBER 385 389391 LIMIT OF DISTURBANCE FOR 473474 419 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 494 480 413 PROPOSED 349 LOTS 2 AND 3 37 LF ROOF LEADER DISCHARGE 417 PROPOSED LOT LINES (TYP.) 387 (±77,100 SF / 1.7 AC) CLEAN / REPLACE 386 37 LF LF EROSION BLANKET --- --- INSP. INSP. PIPE 4" PVC SDR 35 565 496 477 # REASON DATE 37 LF AS NECESSARY 479 350 418 37 LF R=293.51' INV OUT 165.0 ' 497 157 415 348 MUNICIPAL TAX IDENTIFICATION: 37 LF CLEAN / REPLACE 5 INTO CULTECS 160.5 1 156 --- INSP. --- INSP. 0. 347 37 LF INLET PROTECTION 416 AS NECESSARY L=112.50' 566 498 209 37 LF 9 PROPOSED (4) CULTEC 2 333 SECTION: 44.17 37 332 346 37 330XLHD RECHARGER 15 562 414 BLOCK: 37 1 LF 0 INFILTRATORS 158 155 0 154 210 17 344 LF S 31° 51' 50" W (Survey) REFORESTATION AND LANDSCAPING NOTE S 31° 35' 50" W (Deed) 17 0 208 337 338 343 345 LOT: 6 & 11 FOOTING DRAIN DISCHARGE 561 160 PROPOSED LOT 3 341 126.47' (Survey) 207 331 SUBLOT: ----- AS DETERMINED DURING THE SUBDIVISION PROCESS FOR THE DEVELOPMENT OF PROPOSED LOTS 2 AND 3 THERE WAS A TREE PIPE 4" PVC SDR35 475 97,001 SF PLANTING SHORTFALL OF 281 TREES WHICH REQUIRES PAYMENT TO THE TOWN’S ENVIRONMENTAL RESTORATION FUND. AS PART 135.26 (Deed) INV. 160.0 560 EQUIPMENT 152 206 402 336 339 342 DRAWN BY: AD STORAGE 153 Tax Lot 44.17-1-16 212 213 OF THE BUILDING PERMIT PROCESS FOR THE DEVELOPMENT OF LOTS 2 AND 3, THE PAYMENT TO THE TOWN’S ENVIRONMENTAL PROPOSED 4-BEDROOM 330 327 RESTORATION FUND WILL BE REQUIRED. THE PAYMENT TO THE RESTORATION FUND CAN BE REDUCED BY A COMBINATION OF THE 558 +170.8 161 204 203 334 328 PROPOSED SILT FENCEN/F TYP.Reid Gearhart CHECKED: KS/PMB 171.00' PLANTING OF ADDITIONAL TREES, SHRUBS, PERENNIALS AND THE PRESERVATION OF EXISTING STONE WALLS AND THE PROVISION RESIDENCE 163 205 340 & Tiziana Mohorovic OF THE ADDITIONAL BUFFERING TO MONTROSE STATION ROAD TO PROTECT THE EXISTING CHARACTER OF THE NEIGHBORHOOD. AT GARAGE 171.0 PROPOSED 329 326 PROJECT: 77 MONTROSE STATION RD THE TIME OF THE BUILDING PERMIT APPLICATIONS FOR BOTH LOTS 2 AND 3, REFORESTATION PLANS AND LANDSCAPING SECURITIES 557 1ST FL 172.5 ASPHALT 164 169 162 335 320 Deed Liber #12229, 336.83' WILL NEED TO BE SUBMITTED. THE REFORESTATION PLANS MUST BE TO THE SATISFACTION OF THE DIRECTOR OF PLANNING & 556 BASEMENT 162.5 DRIVEWAY 201 211 325 EXPIRATION DATE: 03-31-2027 COMMUNITY DEVELOPMENT AND THE DIRECTOR OF TECHNICAL SERVICES AND SUBJECT TO THE REVIEW AND COMMENTS OF THE 197 217 PROPOSED SEPTIC TANK 319 Page #339 DATE: JANUARY 22, 2025 TOWN CONSERVATION ADVISORY COUNCIL. THE LANDSCAPING SECURITY SHALL BE FOR TWO TIMES (2X) THE COST OF THE PLANT 165 216 AND PUMP CHAMBER 318 PATRICK M. BELL, P.E. 172.0+ 214 324 317 JOB #: 240601 168 MATERIAL PLUS LABOR AND SHALL BE IN PLACE FOR TWO (2) GROWING SEASONS. INSPECTIONS BY THE DEPARTMENT OF 166 202 LICENSE #087679 TECHNICAL SERVICES SHALL BE DONE ANNUALLY FOR THE TWO-YEAR PERIOD AND ANY PLANTS THAT DIE MUST BE REPLACED ON A 555 WALKWAY 168 200 321 167 164 RATIO OF 1:1. 552 PROPOSED (4) CULTEC SOIL 160 316 315 17 RO 330XLHD RECHARGER C N N 0 SOIL STOCKPILING 322 314 INFILTRATORS 171 186 / STAGING 170 STOCKPILING EQUIPMENT / STAGING RO 172 313 STORAGE 312 ROOF LEADER DISCHARGE SM PIPE 4" PVC SDR35 N N N 156 94 231 50' Wide Right of Way 93 INV OUT 160.0 243.86' (D vey) 96 230 eed) Per Deed Liber 2120, Page 12 180 INTO CULTECS 154.5 95 ur NAL N N N C N L N 158 243.23' (S PROPOSED 4-BEDROOM 229 PROPOSED 92LOT 2 PROPOSED LOT LINES WO 80,891 SF PROPOSED RESIDENCE 227 228 (914) 736-3664 GARAGE 162.0 160 ASPHALT 233 SM 185 170 PROPOSED EROSION (TYP.) WO 91 DRIVEWAY 1ST FL 163.5 232 CONTROL MATTING (TYP) 58 160 PROPOSED ACCESS & UTILITY RO BASEMENT 153.5 234 Tax Lot 44.17-1-6 59 90 EASEMENT FOR THE BENEFIT 17 0 161.8+ 311 FOOTING DRAIN 39 Arlo Lane 199.48' 89 OF LOT 3 OVER LOT 2 SM 163.0+ DISCHARGE PIPE Tax Lot 44.17-2-3 160 4" PVC SDR35 120 SM 168 WALKWAY 310 307 Cortlandt Manor, New York 10567 N/F Anne Sumers 60 309 306 INV. 151.0 61 121 166 130 108.96' Deed Control # 3962 164 SM 38 442250322 14 0 118 WO 162 SM SM 295 294 293 308 EROSION CONTROL + TREE PLAN / 116 SM 305 37 117 SM 160 292 150 CONSTRUCTION DETAILS 13 158 260 270 303 15 0 12 66 70 297 269 304 119 RO 290 65 16 0 WO 296 291 287 289 1 6 11 14 67 68 69 SM 267 288 140 284 SUBDIVISION & 5 19 283 2 15 100 9 15 63 64 21 23 150 RO RO 80 261 266 268 275 286 282 SITE DEVELOPMENT PLAN 7 271 3 8 17 16 18 20 22 262 263 264 265 273 274 276 285 FOR 272 281 4 280 Properties Not Contiguous 77 MONTROSE STATION, LLC N 53° 26' 00" E 76 77 78 277 - Overlap Exists Drain Inlet 279 36.37' 0 Rim=145.17 15 278 LOCATION: 77 MONTROSE STATION ROAD PROPOSED STABILIZED TOWN OF CORTLANDT, NEW YORK CONSTRUCTION ENTRANCE 140 ENTRANCE SHALL BE LOCATED AT HIGH POINT SHEET 7 OF 8 ESC-5.1 Page 11 THE FOLLOWING ARE THE MOST RECENT WATER SERVICE PRODUCTS APPROVED BY DES (SUBJECT TO CHANGE): 2" ASPHALT TOP COURSE, NYSDOT SAWCUT TRENCH TO PROPERTY LINE ITEM 403.178302 TYPE 6 F3 OR EASEMENT · MUELLER 1" H-15000N CORPORATION VALVE THE BOTTOM OF THE 4"-6" TOPSOIL OVERFILL ROAD COURSE 4"-6" TOPSOIL OVERFILL · MUELLER 15214 CURB STOP AND DRAIN FOR SETTLING PURPOSES · MUELLER 15204N ADJUSTABLE CURB BOX MATERIAL (ITEM 4) WITH FOR SETTLING PURPOSES SAW CUT CURB STOP & BOX AT A STRAIGHT AND SAW CUT EXISTING / FINAL GRADE PROPERTY LINE OR EDGE VERTICAL EDGE, TACK OF EASEMENT COVER TO 1'-6" COAT ALL EXPOSED BE MARKED "WATER" MIN EDGES WITH RC-250 CURBING (WHERE APPLICABLE) 1' 1' MIN MIN EXISTING ROAD SURFACE Ø + 24" ROAD SURFACE (WHERE APPLICABLE) MIN CLEAN GRANULAR FILL ONLY Cortlandt 4' SWALE VARIES NO STONES GREATER THAN 3" 4" ASPHALT BINDER COURSE, AND NO ORGANIC MATERIAL NYSDOT ITEM 403.138902 TYPE 3 CURB BOX W/ ROD (MUELLER) PERMITTED. CLEAN FILL TO RUN 8" (COMPACTED) ITEM 4, NYSDOT TR FULL LENGTH OF TRENCH CLEAN GRANULAR FILL ONLY AV ITEM 304.12 TYPE 2 SITE IS NO STONES GREATER THAN 3" MIN RD 3'-9" LN MIN 1' CLEAN GRANULAR FILL ONLY AND NO ORGANIC MATERIAL 1' 1' 6" - 9" RIP RAP N MIN 1'-6" IO 4' CLEAN GRANULAR FILL ONLY NO ORGANIC MATERIAL PERMITTED. CLEAN FILL TO RUN MIN Ø MIN AT MIN PROPOSED 1" TYPE "K" MIN ST 4' W MIN COPPER PIPE PROPOSED 1" TYPE NO STONES GREATER THAN 3" PERMITTED. CLEAN FILL TO RUN FULL LENGTH OF TRENCH SE 6" AND NO ORGANIC MATERIAL RO "K" COPPER PIPE FULL LENGTH OF TRENCH (OR K-CRETE 3' NT 45° PERMITTED. CLEAN FILL TO RUN OR ITEM 4 AS SPECIFIED PER MUNICIPALITY) D M O Ø FULL LENGTH OF TRENCH POUROUS BEDDING MATERIAL TO TOP OF MIN WATER SERVICE PIPING 6" TO RESIDENCE (THIS SECTION TO BE COMPACTED (SEE PLAN FOR SIZE & PIPE (OR AS SPECIFIED BY MUNIPALITY) W IN 6" LIFTS) MATERIAL) SAND PIPE BEDDING MIN FULL LENGTH OF TRENCH DRAINAGE PIPE SHALL REST ON 6" (THIS SECTION TO BE COMPACTED VIRGIN (UNDISTURBED) DRAINAGE PIPING UNDISTURBED OR COMPACTED EARTH SOLID GROUND OR (SEE PLAN FOR SIZE) IN 6" LIFTS) WATER SERVICE PIPING 6" OF SAND WHERE WATER MAIN BEDROCK IS ENCOUNTERED (SEE PLAN FOR SIZE & UNDISTURBED OR COMPACTED EARTH 2' BRICK BENEATH CURB MATERIAL) WATERMAIN INSTALLATION NOTES: 6" - 9" RIP RAP OA KR STOP AND DRAIN D 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" UNDISTURBED OR COMPACTED EARTH DRAIN PIPE INSTALLATION NOTES: L RD CRUSHED STONE GE HIL FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE COLLE WATERMAIN INSTALLATION NOTES: 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" FROM THE PIPE SAND TO 6" ABOVE WATER SERVICE EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE + 6" AND REPLACED WITH 6" OF SAND. CURB STOP (MUELLER) TO RUN FULL LENGTH OF TRENCH FLARE NUT FOR HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE EXCAVATED TO A MINIMUM DEPTH OF 12" (SEE PLAN FOR SIZE) 1. NO ROCK SHALL PROJECT WITHIN THE SURFACE OF THE TRENCH AND ALL ROCK SHALL BE A MINIMUM OF 12" (THIS SECTION TO BE COMPACTED COPPER SERVICE 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. INVERT AS SPECIFIED ON SITE DEVELOPMENT PLANS + 6" AND REPLACED WITH 6" OF SAND. FROM THE PIPE HORIZONTALLY. IF BEDROCK IS ENCOUNTERED DURING INSTALLATION, IT SHALL BE UNDISTURBED OR IN 6" LIFTS) 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH EXCAVATED TO A MINIMUM DEPTH OF 4' + PIPE + 6" AND BEDDING AND TRENCH BACKFILL MATERIAL SHALL BE No. 57 CRUSHED STONE. 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. EXISTING GEOTEXTILE LOCATION MAP SCALE: 1" = 600' COMPACTED EARTH DEPTHS EXCEED 5' IN HEIGHT. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL GROUND FABRIC 2. CLAY, SILT LOAM, OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. VARIES CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. 3. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR N.T.S. INDUSTRIAL CODE, RULE 753 WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE REPLACED BY DEPTHS EXCEED 5' IN HEIGHT. SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. RIP RAP DISPERION PAD INSTALLATION WATER SERVICE CONNECTION N.T.S. 4. ANY UNSUITABLE MATERIAL EXCAVATED FROM THE TRENCH SHALL NOT USED AS BACKFILL AND SHALL BE WATER SERVICE INSTALLATION REPLACED BY SUITABLE MATERIAL APPROVED BY THE DESIGN ENGINEER. DRAIN PIPE INSTALLATION CEMENTED SAND & GRAVEL N.T.S. WATER SERVICE INSTALLATION COMPACTED SHARP SAND N.T.S. W/O PAVEMENT RESTORATION W/O PAVEMENT RESTORATION WELL ROUNDED LOOSE COMPACTED ANGULAR N.T.S. W/ PAVEMENT RESTORATION SOLID ROCK, SHALE, AVERAGE SOILS GRAVELS 2' SAND STABILIZE ENTIRE SOIL PILE WITH FAST SILT FENCE * GRADE GROWING VEGETATION OR COVER (SEE DETAIL) DENSE COVER OF REED STRAW BALE DIKE* 2 CANARY GRASS VERTICAL SLOPE 1 1 113 2 FILTER X, MIRAFI 100X, OR 10' (SEE DETAIL) MAX. 1 1 1 3 2 1 STABILINKA T140N FILTER 1 CLOTH OR APPROVED EQUAL MAX. 6" 6" WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ MAX 6" MESH SPACING MAX. AS DEEMED NECESSARY BY OWNER/APPLICANT MAX QUALIFIED INSPECTOR.) 5' TRENCH WIDTH 2" X 2" WOOD POST, NO. 2 6" RE-BAR OR STEEL PICKETS MAX. TILL SURFACE TO RESTORE EXISTING/PROPOSED INFILTRATION GRADE MIN. EXISTING SUBSURFACE SOIL 30" INSTALLATION NOTES: FLO W FILTER X, MIRAFI 100X, OR 77 MONTROSE STATION, LLC TRENCH EXCAVATION & SLOPING NOTES: STABILINKA T140N FILTER 1. AREA CHOSEN FOR STOCK PILING OPERATIONS TO BE DRY AND STABLE. 1340 BAPTIST CHURCH ROAD GRASS SWALE CONSTRUCTION N.T.S. 1. SHEETING AND BRACING SHALL BE USED IN ACCORDANCE WITH OSHA AND THE NYS DEPARTMENT OF LABOR INDUSTRIAL CODE, RULE 753 CLOTH OR APPROVED EQUAL 2. MAXIMUM SLOPE OF PILE TO BE 1 VERTICAL ON 2 HORIZONTAL. WHERE REQUIRED. SHEETING & BRACING ARE REQUIRED WHERE TRENCH DEPTHS EXCEED 5' IN HEIGHT. WOVEN WIRE FENCE (MIN. 14 12 GAUGE W/ 3. REFER TO STRAW BALE DIKE AND SILT FENCE INSTALLATION DETAILS IN THIS PLAN SET FOR INSTALLATION GUIDELINES. YORKTOWN HEIGHTS, NY 10598 MIN. MAX 6" MESH (AS DEEMED NECESSARY BY 18" 2. CLAY, SILT, LOAM OR NON-HOMOGENOUS SOILS REQUIRE SHORING AND BRACING. PRESENCE OF GROUND WATER REQUIRES SPECIAL TREATMENT 6" QUALIFIED INSPECTOR.) * EITHER A STRAW BALE DIKE OR SILT FENCE MAY BE USED FOR INLET PROTECTION AS SPECIFIED BY QUALIFIED INSPECTOR. MIN. 3. SOURCE- U.S. DEPARTMENT OF LABOR (OSHA) 2" X 2" WOOD POST, NO. 2 SOIL STOCKPILING CONSTRUCTION N.T.S. 1" RE-BAR OR STEEL PICKETS TRENCH EXCAVATION & SLOPING TOE-IN FILTER FABRIC, N.T.S. BACKFILL AND TAMP SOIL TO SECURE FABRIC IN PLACE FRONT VIEW SET TOP OF BLANKET SECTION VIEW IN A 6"x6" TRENCH OUTLET BACKFILL W/ SOIL 1" FILTER X, MIRAFI 100X, OR 15' LONG STABILINKA T140N FILTER · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS MIN. CLOTH OR APPROVED EQUAL UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF WOVEN WIRE FENCE (MIN. 14 12 ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS GAUGE W/ MAX 6" MESH SPACING PLAN VIEW SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE AS DEEMED NECESSARY BY QUALIFIED INSPECTOR.) DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1" ENTRANCE TO STREET it h it h · COPYRIGHT "2026" BY PMB ENGINEERING, PLLC OPERATING AS "CRONIN EXISTING / FINAL GRADE ENGINEERING". ALL RIGHTS RESERVED. 10' MIN. AT SITE W MOUNT FRAME ON · AUTHORIZATION No. 130827 O FL MAX 2 BRICKS OR 1 BLOCK LEVELING PROVIDE 3" CLEAN CRUSHED COURSE (ADJUSTMENTS GREATER THAN 12" SHALL BE MADE WITH PRECAST RING) 1" BED OF MORTAR REVISIONS 0" STONE OR GRAVEL OUTLET OVERLAP BLANKETS 4" MIN. JOINING SECTIONS 5 1" STAPLE ALONG SEAMS AT 12" O.C. 1" TOP VIEW AND WITHIN BLANKET @ 3' O.C. 1" JUNE 17, 2026 WITH 8" WIRE STAPLES 4 UPDATE FOR FINAL SUBD APPROVAL 3 UPDATE FOR WCDH REALTY SUBD APPL SUBMISSION FEBRUARY 6, 2026 0" TOE-IN FILTER FABRIC, EARTH BACKFILL AND TAMP SOIL TO SLOPE 6" CRUSHED STONE SECURE FABRIC IN PLACE OR GRAVEL 2 LABELLA COMMENTS DATED 10-07-2025 NOVEMBER 20, 2025 PLAN ISOMETRIC VIEW. FL OW VIRGIN GROUND (UNDISTURBED SOLID SOIL) 1 LABELLA COMMENTS DATED 02-13-2025 AUGUST 20, 2025 PROVIDE 3" CLEAN CRUSHED 6" X 6" X 6" TRENCH EXAMPLE SECTION VIEW # REASON DATE STONE OR GRAVEL TO DEPTH OF 1' INSTALLATION NOTES: INSTALLATION NOTES: SLOPE STABILIZATION DETAIL MUNICIPAL TAX IDENTIFICATION: NOTES: 1. PIPES SHALL BE CUT FLUSH WITH INSIDE WALL OF BASIN. PROVIDE GEOTEXTILE FILTER 1. EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE LOWER SIDE OF A SLOPE AS SPECIFIED ON SITE PLAN. 1. STABILIZE PREPARED EARTHEN SLOPE WITH A BIODEGRADABLE NATURAL FIBER NETTING 2. BASINS MUST BE DESIGNED FOR H-20 LOADING AND SHALL BE AS MANUFACTURED SECTION: 44.17 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNHILL) WALL OF THE FABRIC ON SIDES AND BOTTOM TRENCH (NET SIDE AWAY FROM DIRECTION OF STORM WATER FLOW). APPROVED TYPES ARE AS FOLLOWS: BY WOODARD'S CONCRETE PRODUCTS, INC. AND BE OF MODEL CB-2X2 OR BLOCK: 1 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH -C350 -NORTH AMERICAN GREEN #1-800-772-2040 APPROVED EQUAL. BOTTOM. COMPACT SUBGRADE 4. LAY THE TOE-IN FLAP OF FABRIC FLAT IN THE BOTTOM OF THE TRENCH AND BACKFILL THE TRENCH AND TAMP -ECOCOIR 9000- EASTERN PRODUCTS, INC. #1-201-234-5050 3. CATCH BASIN SPECIFICATION SHALL HAVE CAMPBELL FOUNDRY FRAME AND LOT: 6 & 11 -ERO-MAT V125C- EROSION CONTROL TECH. #1-800-245-0551 THE SOIL OVER THE FLAP TO SECURELY HOLD THE FABRIC IN PLACE. STEEPER SLOPES REQUIRE AN GRATE PATTERN #2815 OR APPROVED EQUAL (DROP INLET). INTERCEPT TRENCH. -ALL SLOPE RESTORATION TO GET 4" TOPSOIL 4. ALL BACKFILL AROUND STRUCTURES (I.E. MANHOLES, CATCH BASINS, ETC) MUST SUBLOT: ----- SECTION 5. 6. JOIN SECTIONS AS SHOWN ABOVE PREFABRICATED UNITS SHALL BE OF TYPE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 2. SEED SLOPE PRIOR TO INSTALLING EROSION CONTROL NETTING. BE COMPACTED TO 95% PROCTOR DENSITY TO AVOID SETTLEMENT OF MATERIAL AROUND THE STRUCTURE. DRAWN BY: AD SILT FENCE INSTALLATION N.T.S. SLOPE STABILIZATION BLANKET INSTALLATION N.T.S. 5. SIZE, MATERIAL, PITCH AND INVERT ELEVATIONS OF ALL PIPING TO BE AS SPECIFIED ON SITE DEVELOPMENT PLANS. CHECKED: KS/PMB 6. GRATE INVERTS SHALL BE SET AS SHOWN ON THE SITE DEVELOPMENT PLANS. PROJECT: 77 MONTROSE STATION RD INSTALLATION NOTES: 7. BASINS TO BE CHECKED PERIODICALLY DURING CONSTRUCTION BY A QUALIFIED INSPECTOR AND CLEANED OUT AS NECESSARY DURING CONSTRUCTION. DATE: JANUARY 22, 2025 EXPIRATION DATE: 03-31-2027 1. STONE SIZE SHALL BE 3" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT ONLY. PATRICK M. BELL, P.E. NOTE: JOB #: 240601 LICENSE #087679 YARD DRAIN INSTALLATION STANDARD STEEL OR WOOD FENCE POSTS 2. LENGTH SHALL BE AS SHOWN BUT NOT LESS THAN 15' (SEE NOTES 1 & 2) FOR USE DURING INDIVIDUAL LOT CONSTRUCTION N.T.S. AND ANYWHERE THE ENGINEER DEEMS NECESSARY OR AS SHOWN ON THE PLANS 3. THE THICKNESS SHALL BE NO LESS THAN 12" AT THE CONSTRUCTION ENTRANCE. 6'-8" TO BE PROVIDED ON THE LIMIT OF DISTURBANCE LINE 4. 5. THE WIDTH SHALL BE 10' AT A MINIMUM BUT NOT LESS THAN THE FULL WIDTH OF THE TRAVELED WAY. FILTER FABRIC SHALL BE PLACED OVER THE ENTIRE AREA PRIOR TO THE PLACING OF ANY STONE. FILTER FABRIC WILL NOT BE REQUIRED ON A SINGLE FAMILY RESIDENCE CONSTRUCTION. 6'-8" 1 - 2 INCH DIA. WASHED, CULTEC RECHARGER 330XL HD HEAVY DUTY CHAMBER CRUSHED STONE TOPSOIL 95% COMPACTED FILL 4 OZ. NON-WOVEN FILTER FABRIC AROUND STONE C N N 6. IF SURFACE WATER IS FLOWING TOWARD THE CONSTRUCTION ENTRANCE, IT SHALL BE PIPED 12" MIN. N N N UNDERNEATH THE STABILIZED ENTRANCE. IF PIPING IS IMPRACTICAL, A BERM WITH 5:1 SIDE SLOPES NAL N N N C N L N SHALL BE PERMITTED. 6" MIN. 18" MIN. - (914) 736-3664 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT THE TRACKING OR 12' [3658 mm] FLOWING OF SEDIMENT FROM CONSTRUCTION INTO THE PUBLIC RIGHT OF WAY. THIS MAY REQUIRE 4'-0" 2' MAX. 30.5" PERIODIC DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO CAPTURE SEDIMENT. ANY SEDIMENT TRACKED, DROPPED OR 39 Arlo Lane WASHED INTO PUBLIC RIGHT OF WAY SHALL BE REMOVED IMMEDIATELY. 6" MIN DRIVEWAY LAWN ROOF LEADER PIPE PER Cortlandt Manor, New York 10567 8. WHEELS OF CONSTRUCTION VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO PERSPECTIVE VIEW ENGINEER DESIGN 3'-6" (MAX. INLET = ENTERING ONTO THE PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN CULTEC NO. 20L POLYETHYLENE SIDE PORTAL TO BE CUT 24 INCHES) 16.8" [427 mm] AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROPRIATE SEDIMENT TRAPPING LINER TO SPAN THE ENTIRE WIDTH IN FIELD TO ALLOW HVLV (TYP.) CONSTRUCTION DETAILS DEVICE. ROOF DRAINAGE CALCULATIONS (LOT 2 + LOT 3) OF THE SYSTEM BELOW THE HVLV FC-24 FEED CONNECTOR CONSTRUCT ON LIMIT AS NEEDED NOTES OF DISTURBANCE LINE FC-24 FEED CONNECTORS AND ALL INSTALLATION SHALL BE IN ACCORDANCE 9. PERIODIC INPECTION AND MAINTENANCE SHALL BE PROVIDED FOR THE DURATION OF PURPOSE - CAPTURE AND TREAT ROOF RUNOFF SIDE PORTALS STANDARD STEEL OR WITH THE MANUFACTURERS SPECIFICATIONS DESIGN - NYSDEC WATER QUALITY VOLUME CONSTRUCTION OR UNTIL FINAL GRADE IS ACHIEVED. WOOD FENCE POST N.T.S. AREA = ROOF AREA = 2,800 SF WQv - WATER QUALITY VOLUME 2' CULTEC® RECHARGER 330XLHD STORMWATER SYSTEM DETAIL CONSTRUCTION NOTES FOR PLASTIC FENCE N.T.S. SUBDIVISION & STABILIZED CONSTRUCTION ENTRANCE 1. SPACE SUPPORT FENCE POSTS AT 6'-8" INTERVALS. WQv = P x Rv x A 12 FILTER SITE DEVELOPMENT PLAN 2. DRIVE SUPPORT POSTS 3'-6" INTO GROUND. 1 2 2" ASPHALT TOP COURSE 3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY WIRING TO FENCE POST WHILE MAINTAINING TENSION ACROSS P = 90TH PERCENTILE RAINFALL = 1.5" Rv = 100% IMPERVIOUS, 0.05 + 0.009(I) = 0.95 FABRIC FINISHED GRADE EL: 163.0 FINISHED GRADE EL: 157.0 FOR (NYSDOT item no. 403.178302) 77 MONTROSE STATION, LLC FULL HEIGHT OF FENCE. WIRING SHALL BE DONE IN A A = 2,800 SF MANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL. CULTEC TOP EL: 161.5 CULTEC TOP EL: 155.5 4. PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF WQv = (1.5) x (0.95) x (2,800) = 332.5 CU FT FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED. 12 5. PLASTIC FENCE MATERIAL SHALL BE MORNING BARRIER OVERFLOW OUTLET EL: 160.5 OVERFLOW OUTLET EL: 154.5 6" (COMPACTED) ITEM 4 FENCE, COLOR-INTERNATIONAL ORANGE, AS (NYSDOT item no. 304.14) MANUFACTURED BY ADPI ENTERPRISES, INC. OR APPROVED CULTEC 330 XLHD VOLUME = 79.26 CU FT EQUAL. SEE NOTE 3 NO. OF UNITS REQUIRED = 332.5 = 4 UNITS 1-12" WASHED CULTEC BOTTOM EL: 159.0 CULTEC BOTTOM EL: 153.0 LOCATION: 79.26 STONE GRAVEL BOTTOM EL: 158.5 GRAVEL BOTTOM EL: 152.5 77 MONTROSE STATION ROAD 40% VOID TOWN OF CORTLANDT, NEW YORK NO. OF UNITS PROVIDED = 4 UNITS N.T.S. COMPACTED SUBGRADE N.T.S. INFILTRATION BED INFILTRATION BED CD-6.1 *THIS CALCULATION DID NOT TAKE INTO ACCOUNT ORANGE CONSTRUCTION FENCE INFILTRATION TRENCH SHEET 8 OF 8 DRIVEWAY PAVING SECTION N.T.S. ANY PERCOLATION INTO THE SOILS AND IS A CONSERVATIVE DESIGN LOT 2 INFILTRATION BASIN OUTLET PIPING DIAGRAM N.T.S. LOT 3 INFILTRATION BASIN OUTLET PIPING DIAGRAM N.T.S. Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 ET RE ST AIN S TM EA CORTLANDT CORTLANDT SITE DEVELOPMENT PLAN FOR CORTLANDT SELF STORAGE SITE TOWN OF CORTLANDT WESTCHESTER COUNTY, NEW YORK CORTLANDT CORTLANDT GENERAL NOTES LOCATION MAP SCALE: 1" = 500' 1. PARCEL TAX MAP DESIGNATION: SECTION: 24.10, BLOCK: 1, LOT(S): 4 2. TOTAL AREA OF PROPERTY: 785,997 SQUARE FEET (18.044 ACRES). 3. SURVEY & TOPOGRAPHIC INFORMATION SHOW HEREON IS BASED ON A SURVEY PREPARED BY BADEY & WATSON SURVEYING AND ENGINEERING, D.P.C. ENTITLED "SURVEY OF PROPERTY PREPARED FOR CORTLANDT SELF-STORAGE, L.P..." DATED JULY 2, 2025. 4. PARCEL IS LOCATED IN THE TOWN OF CORTLANDT M-1 (LIGHT INDUSTRIAL) ZONING DISTRICT. 5. PARCEL IS LOCATED IN THE HUDSON RIVER BASIN. LIST OF DRAWINGS www.digsafelynewyork.com SHEET TITLE SHEET NUMBER TITLE ISSUE DATE LAST REVISED SP-1.1 1 OF 2 AMENDED SITE PLAN JULY 17, 2026 - SEE SHEET SP-1.2 (LARGER SCALE) AMENDED SITE PLAN SP-1.2 2 OF 2 JULY 17, 2026 - 60 0 30 60 (LARGER SCALE) SCALE: 1" = 60 FT. CONTRACTOR YARD AREA = 6,430 SF APPLICANT (EQUIPMENT, CONTAINER & PROPOSED MATERIALS STORAGE) SELF STORAGE BUILDING NO. 11 40' x 130' CORTLANDT SELF STORAGE, L.P. 4"Ø GRAVITY PIPE C/O MARK GIORDANO 44 REGINA AVENUE EXISTING SEWER CORTLANDT MANOR, NEW YORK 10567 APPROXIMATE LOCATION OF EXISTING BATHROOM STRUCTURE & PUMPS 8"Ø GRAVITY SANITARY SEWER MAIN THROUGH "PONDVIEW" DEVELOPMENT · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE EXIST 4"Ø GRAVITY PIPE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. BATHROOM REVISIONS 5 4 3 2 1 CONTRACTOR YARD SEE SHEET SP-1.2 (LARGER SCALE) AREA = 3,570 SF # REASON DATE (EQUIPMENT, CONTAINER & MATERIALS STORAGE) MUNICIPAL TAX IDENTIFICATION: EXISTING PARKING SECTION: 24.10 AREAS NOT PART OF OUTSIDE CONTRACTOR BLOCK: 1 STORAGE AREAS LOT: 4 SUBLOT: - DRAWN BY: AD/JCA CHECKED: JCA/PMB PROJECT: GIORDANO DATE: JULY 17, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 C N N N N N NAL N N N C N L N BUILDING CHART (914) 736-3664 BUILDING NO. AREA (SF) CURRENT USE PROPOSED USE 1 5,200 SF SELF STORAGE SELF STORAGE 39 Arlo Lane Cortlandt Manor, New York 10567 2 10,500 SF SELF STORAGE SELF STORAGE 3 5,000 SF SELF STORAGE SELF STORAGE SITE DEVELOPMENT PLAN 4 5 7,250 SF 6,500 SF SELF STORAGE SELF STORAGE SELF STORAGE SELF STORAGE SITE DEVELOPMENT PLAN 6 7,500 SF SELF STORAGE SELF STORAGE SCALE: 1" = 60' SITE DEVELOPMENT PLAN 7 6,000 SF SELF STORAGE SELF STORAGE FOR CORTLANDT SELF-STORAGE, L.P. 8 4,000 SF SELF STORAGE SELF STORAGE EQUIPMENT STORAGE OR 9 7,442 SF EQUIPMENT STORAGE SELF STORAGE LOCATION: 10 3,000 SF MECHANIC SHOP MECHANIC SHOP REGINA AVENUE 11 5,200 SF N/A SELF STORAGE & OFFICE TOWN OF CORTLANDT, NEW YORK TOTAL 67,592 SF SHEET 1 OF 2 SP-1.1 Page 32 ET RE ST IN MA ST EA CORTLANDT CORTLANDT ELEVATED PLATFORM AND RAMP TO ASPHALT AREA SITE CORTLANDT CORTLANDT LOCATION MAP SCALE: 1" = 700' PROPOSED SELF STORAGE BU ILDING NO. 11 (40' X 130') FF = 340.0' EXIST SF = 350.0' www.digsafelynewyork.com ING PARK CONTRACTOR YARD ING A R EA AREA = 6,430 SF (EQUIPMENT, CONTAINER & MATERIALS STORAGE) 20 0 10 20 EXISTING SEWER FORCE MAIN AND DRAINAGE PIPE SCALE: 1" = 20 FT. TO BE LOCATED IN THE FIELD AS NECESSARY APPLICANT CORTLANDT SELF STORAGE, L.P. C/O MARK GIORDANO 44 REGINA AVENUE CORTLANDT MANOR, NEW YORK 10567 · UNDER NEW YORK STATE EDUCATIONAL LAW ARTICLE 145, SECTION 7209 (2), IT IS UNLAWFUL FOR ANY PERSON TO ALTER ANY ITEM ON THIS DRAWING, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. IF ANY ITEM IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. · COPYRIGHT "2026" BY CRONIN ENGINEERING. ALL RIGHTS RESERVED. REVISIONS 5 4 3 2 1 # REASON DATE MUNICIPAL TAX IDENTIFICATION: SECTION: 24.10 BLOCK: 1 LOT: 4 SUBLOT: - DRAWN BY: AD/JCA CHECKED: JCA/PMB PROJECT: GIORDANO DATE: JULY 17, 2026 PATRICK M. BELL, P.E. JOB #: 240101 LICENSE #087679 C N N N N N NAL N N N C N L N (914) 736-3664 39 Arlo Lane Cortlandt Manor, New York 10567 SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN SITE DEVELOPMENT PLAN FOR SCALE: 1" = 20' CORTLANDT SELF-STORAGE, L.P. LOCATION: REGINA AVENUE TOWN OF CORTLANDT, NEW YORK SHEET 2 OF 2 SP-1.2 Page 33 DOOR SCHEDULE QTY CODE TYPE SIZE ROUGH OPENING (REF.) MANUF. DESCRIPTION COLOR Page 34 Page 35 Short Environmental Assessment Form Part 1 - Project Information Instructions for Completing Part 1 – Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 – Project and Sponsor Information Cortlandt Self-Storage LP Name of Action or Project: Cortlandt Self-Storage Project Location (describe, and attach a location map): 44 Regina Avenue, Mohegan Lake, NY 10547 (Town of Cortlandt) Brief Description of Proposed Action: Amended Site Plan for the construction of a new storage building and creation of an outdoor contractor yard. Name of Applicant or Sponsor: Telephone: Cortlandt Self-Storage LP (Mark Giordano) 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: Planning Board-Amended Sitte Plan ✔ 3. a. Total acreage of the site of the proposed action? 18.044 acres b. Total acreage to be physically disturbed? 0.1 acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 18.044 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: Ƒ Urban Rural (non-agriculture) Industrial ■ Commercial ■ Residential (suburban) ■ Forest Agriculture Aquatic Other(Specify): Parkland Page 1 of 3 SEAF 2026 Page 36 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✔ ✔ b. Consistent with the adopted comprehensive plan? ✔ ✔ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ✔ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes, identify: ✔ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ✔ b. Are public transportation services available at or near the site of the proposed action? ✔ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ✔ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements, describe design features and technologies: Meets building code requirements ✔ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water: ✔ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment: ✔ 12. a. Does the project site contain, or is it substantially contiguous to, a building, archaeological site, or district NO YES which is listed on the National or State Register of Historic Places, or that has been determined by the Commissioner of the NYS Office of Parks, Recreation and Historic Preservation to be eligible for listing on the ✔ State Register of Historic Places? ✔ b. Is the project site, or any portion of it, located in or adjacent to an area designated as sensitive for archaeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory? 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain NO YES wetlands or other waterbodies regulated by a federal, state or local agency? ✔ b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? ✔ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 SEAF 2026 Page 37 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: Ƒ Shoreline Ƒ■ Forest Agricultural/grasslands Early mid-successional ■ Wetland Ƒ Urban Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100-year or 500-year flood plain? NO YES ✔ NO YES 17. Will the proposed action create storm water discharge, either from point or non-point sources?If Yes, ✔ a. Will storm water discharges flow to adjacent properties? ✔ b. Will storm water discharges be directed to established conveyance systems (runoff and storm drains)? ✔ If Yes, briefly describe: On-site stormwater management facility 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ✔ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: ✔ 20.Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed) for hazardous waste? If Yes, describe: ✔ NO YES 21. Is the project located within, or within ½ mile of, a disadvantaged community? ✔ If No, could impacts from the project affect a disadvantaged community? ✔ If Yes to either question in 21, answer the following question. a. Identify the potential pollution impacts of the project, either direct or indirect, that may occur within the disadvantaged community (e.g., wastewater discharges, air emissions, noise, odors, solid or hazardous waste generation or management): I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Cronin Engineering Date: June 24, 2026 Signature: Title: Project Engineer / Manager Page 3 of 3 SEAF 2026 Page 38 EAF Mapper Summary Report Wednesday, June 24, 2026 10:19 AM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form (EAF). Not all questions asked in the EAF are answered by the EAF Mapper. Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to DEC, you may also need to contact local or other data sources to confirm data provided by the Mapper or to obtain data not provided by the Mapper. Part 1 / Question 7 [Critical Environmental No Area] Part 1 / Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 / Question 12b [Archeological Sites] Yes Part 1 / Question 13a [Wetlands or Other Yes - Digital mapping information on local, New York State, and federal Regulated Waterbodies] wetlands and waterbodies is known to be incomplete. Refer to the EAF Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 / Question 16 [100 or 500 Year Yes Floodplain] Part 1 / Question 20 [Remediation Site] No Part 1 / Question 21 [Disadvantaged No Community] Short Environmental Assessment Form - EAF Mapper Summary Report 1 Page 39 A TE O F NE W Y NI F ER W R E O PRINTED ST RK N JE AP July 17, 2025 _________________________ BADEY & WATSON OR L IC E X C E L S IO R NS 5 0 3 8 9 Surveying & Engineering, D.P _________________________ EY E ED V L A ND SUR