Zoning Board Meeting & Work Session — 2026-10-15 — Agenda

Page 1 TOWN OF CORTLANDT ZONING BOARD OF APPEALS Town Hall, 1 Heady Street Cortlandt Manor, NY 10567 Town Supervisor Michael Fleming Main #: 914.734.1080 Richard H. Becker, MD Chairman Chris Beloff Town Board Frank Franco James F. Creighton Benito Martinez Cristin Jacoby Michael Mulé Robert Mayes Michelle Piccolo-Hill Joyce C. White Thomas Walsh Zoning Board of Appeals Work Session & Meeting Thursday October 15, 2026 To join the meeting remotely, use this Zoom link: WORK SESSION .... ................................................................................................................. 6:30 pm Discuss items on tonight’s Zoning Board of Appeals Meeting Agenda MEETING AGENDA ............................................................................................................ 7:00* pm 1. Pledge of Allegiance 2. Roll Call 3. Adoption of the minutes from previous month 4. New Public Hearing(s) A. ZBA 2026-11: 2 Enrico Drive Application by John and Jess Cursio for an area variance related to the height of a proposed privacy fence adjacent to a swimming pool, associated with an existing single-family residence. B. ZBA 2026-12: 93 Locust Avenue Application by Robert Macintyre from ARQ Architecture PC on behalf of Jorge Hernandez for area variances associated with reduced front yard setbacks as they relate to the existing/renovated front porch and front steps of a single-family residence. Next Regular Meeting: Thursday November 19th, 2026 *Regular meeting to begin at the conclusion of the work session. Page 2 ZONING BOARD OF APPEALS FACT SHEET ZBA Member Assigned: Piccolo-Hill ZBA Case #: 2026-11 Name of Applicant: John and Jess Cursio Owner: John and Jess Cursio Address of property: 2 Enrico Drive Section, Block, Lot: 23.11-3-12 Prior ZBA Case No.: N/A Zone: R-40 Lot Size: ±0.99-acre Variance(s) Requested: Area variance per §307-18(D)(1) Supplementary Dimensional Regulations – Fences and Walls, as follows: Fence Height in Front/Side Yard: Maximum allowed = 6’ Proposed = 8’ Relief sought = 2’ (33%) Staff Comments: The Code Enforcement office received a building permit application to allow for an 8-foot tall fence in the front/side yard of an existing single-family residence, to provide privacy between the street and the existing swimming pool. The yard area where the swimming pool is located sits lower than the road, resulting in the request for the taller fence. The proposed fence style appears to have a finished face on both sides. SEQR: TYPE II – No further compliance required. Page 3 October 7, 2026 ® 0 71 Cortlandt, NY 1 inch = 71 Feet 142 213 www.cai-tech.com Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 4 Page 5 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. September 11, 2026 RE: Zoning Denial Letter Permit #A-26-880– 8 FT fence for privacy in front/ side yard. 2 Enrico Dr. Cortlandt Manor Ny, 10567 Tax ID: 23.11-3-12 Dear John and Jess Cursio The Town of Cortlandt Department of Technical Services has completed its review of the above- referenced application for compliance with the Town’s Zoning Code, At this time, the application has been denied pursuant to Town Code Chapter 307-18 Supplementary dimensional regulations. As a result, your application to the Zoning Board of Appeals will require area variance for the following: Seeking relief for: Installation of an 8 ft high fence in the front/side yard. Zoning Reference: 307-18 Supplementary dimensional regulations Note D Fences and Walls shall not exceed more than 6 ft in front and side yards. With this denial, you may now apply online for a Zoning Board of Appeals proceeding. Please upload this denial letter, the referenced plans, and all required information as outlined in the ZBA Application. All documents must be submitted in PDF format, drawn to scale, and include the digital seal and signature of the design professional of record. Department of Technical Services 1 Page 6 Please upload the following: 1. Property Survey 2. Fence specifications Sincerely, John Schembari Director of Code Enforcement Cc: Heather LaVarnway – Community Development and Planning Michael Cunningham, P.E. – Deputy Town Attorney Town Board Department of Technical Services 2 Page 7 We are reques�ng an area variance to permit an 8-foot fence along the lower por�on of our backyard due to the significant exis�ng slope of the property. The unique topography creates a substan�al difference in eleva�on between por�ons of the yard, making a standard-height fence ineffec�ve for its intended purpose. The addi�onal height is necessary to provide reasonable privacy and func�onality while accommoda�ng the exis�ng grade of the property. We have considered whether the same benefit could be achieved with a shorter fence; however, because of the steep slope, a six foot fence would not provide the desired level of privacy or serve the intended purpose in the lower por�on of the yard. The requested variance is limited to the addi�onal height needed because of the property's topography and is not intended to create an unnecessary or excessive structure. The proposed fence will not adversely affect the character of the neighborhood or create a substan�al detriment to neighboring proper�es. It will be located on our property and will be designed to work with the exis�ng grade. We do not an�cipate any adverse impact to drainage, access, safety, or other physical or environmental condi�ons in the surrounding area. Although the requested height exceeds the standard permited fence height, the addi�onal height is directly related to the unusual slope of the property and is limited to the por�on of the fence where the grade makes it necessary. The slope is an exis�ng physical characteris�c of the property and was not created by us for the purpose of obtaining a variance. For these reasons, we respec�ully request that the Board approve the variance as necessary to reasonably u�lize the property while minimizing any impact on the surrounding neighborhood. Page 8 10' OFFSET STAKES SET SURVEY OF PROPERTY BEING LOT No. 13 LOCATED IN ; "STRAWBERRY ACRES” AS SHOWN ON A MAP FILED IN THE WEST. CO. CLERKS OFFICE ON DEC. 5, 1988 AS MAP No. 23500. SITUATE IN THE TOWN OF CORTLANDT WESTCHESTER COUNTY, N.Y. SCALE: /"=50’ DATE* MAY 10, 1989 CERTIFICATIONS INDICATED HEREON SIGNIFY THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE N.Y.S. ASSOC. OF PROFESSIONAL LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 1S A VIOLATION OF N.Y.S. EDUC. LAW SECTION NO. 7209. CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THIS SURVEY WAS PREPARED AND ON HIS BEHALF TO THE TITLE CO. AND LENDING INSTITUTION LISTED HEREON. UNDERGROUND STRUCTURES, IF ANY, NOT SHOWN. ALL CERTIFICATIONS ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SAID CERTIFICATIONS ARE NOT TRANSFERABLE TO SIGNATURE APPEARS HEREON. ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1929 COMMERCE STREET : ma YORKTOWN HEIGHTS, NEW YORK 10598 DONALD J. DONNELLY, N.¥.S. LIC. NO. 49000 (914) 962-2215 DONALD J. DONNELLY, L.S. Page 9 Page 10 within property lines and in compliance with town code. ood LOT ___ Property Line “ee . ‘ No. 12 (From Survey) : : : c~ ~7 Pool (27’ Round L__— 4 Above Ground) LOT No. 13 AREA = 42,269 S.F.: Driveway / Paved Area Landscaping / Trees SURVEY OF PROPERTY BEING LOT No. 13 LOCATED IN “STRAWBERRY ACRES” AS SHOWA ON A MAP FILED IN THE WEST CO CLERK'S Page 11 Page 12 Page 13 Page 14 ZONING BOARD OF APPEALS FACT SHEET - Revised ZBA Member Assigned: Beloff ZBA Case #: 2026-12 Name of Applicant: Robert Macintyre from ARQ Architecture PC, on behalf of owner Owner: Jorge Hernandez Address of property: 93 Locust Avenue Section, Block, Lot: 24.17-3-25 Prior ZBA Case No.: N/A Zone: R-20 Lot Size: ±0.451-acre Variance(s) Requested: Area variances per §307-17 Attachments 3 - Table of Dimensional Regulations in Residential Districts, and §307-18(B)(3), as follows: Front Yard Setback – Covered Front Porch (Table 3): Minimum required = 35’ Existing = 33.7’ Proposed = 30.5’ Relief sought = 4.5’ (13%) Front Yard Setback – Front Steps (§307-18(B)(3)): Minimum required = 29’ (6’ exception to 35’ requirement): Existing = 25.9’ Proposed = 24.3’ Relief sought = 4.7’ (16%) Staff Comments: Upon review of an open building permit for renovations associated with an existing single-family residence, the Code Enforcement office determined that the new front porch and front steps were constructed closer to the front yard property line than what was originally permitted. Although the residence was already pre-existing non-conforming with respect to the front-yard setback, the built condition of the new covered front porch and steps further encroaches into the front yard setback, resulting in the requested variances. SEQR: TYPE II – No further compliance required. Page 15 October 7, 2026 ® 0 71 Cortlandt, NY 1 inch = 71 Feet 142 213 www.cai-tech.com Data shown on this map is provided for planning and informational purposes only. The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Page 16 Page 17 TOWN OF CORTLANDT DEPARTMENT OF TECHNICAL SERVICES Town Supervisor Michael Preziosi, P.E. Richard H. Becker, M.D. Director D.O.T.S. Town Hall, 1 Heady Street Town Board John Schembari Cortlandt Manor, NY 10567 James F. Creighton Dir. Code Enforcement Main #: 914-734-1060 Cristin Jacoby Fax #: 914-734-1066 Robert E. Mayes Arthur D’Angelo, Jr., P.E. Joyce White Deputy Dir. D.O.T.S. September 11, 2026 RE: Zoning Denial Letter Permit #A-20-302– Front yard and front steps. (Existing Dimensionally non-conforming) 93 Locust Ave. Cortlandt Manor Ny, 10567 Tax ID: 24.17-3-25 R-20 Dear ARQ Architecture, The Town of Cortlandt Department of Technical Services has completed its review of the above- referenced application for compliance with the Town’s Zoning Code, At this time, the application has been denied pursuant to Town Code Chapter 307 Attachment 3 3 Table of Dimensional Regulations. As a result, your application to the Zoning Board of Appeals will require area variance for the following: Seeking relief for: Front porch and front steps into front yard setback. Covered Front Porch per JS Required 35 Ft Existing 33.7 ft. Proposed 30.5ft. .2 026 d10.08 Front steps Zoning 307-18-(B ((3) Exceptions Revise Permitted 29 FT. Existing 25.9Ft Proposed 24.3ft. Department of Technical Services 1 Page 18 With this denial, you may now apply online for a Zoning Board of Appeals proceeding. Please upload this denial letter, the referenced plans, and all required information as outlined in the ZBA Application. All documents must be submitted in PDF format, drawn to scale, and include the digital seal and signature of the design professional of record. Please upload the following: 1. Property Survey 2. Drawings from ARQ Architecture. Page S-100 Sincerely, John Schembari Director of Code Enforcement Cc: Heather LaVarnway – Community Development and Planning Michael Cunningham, P.E. – Deputy Town Attorney Town Board Department of Technical Services 2 Page 19 September 22, 2026 Mr. Michael Fleming, Chairman Town of Cortlandt ZONING BOARD of APPEALS 1 Heady Street Cortlandt Manor, New York 10567 Re: 93 Locust Avenue, Cortlandt (S/B/L: 24.17 – 3 – 25 , Zone District: “ R-20 ”) Dear Mr. Fleming and Honorable Members of the Zoning Board of Appeals, As it relates to the aforementioned property/project location, we appear before the Board this evening on behalf of our Client, Mr. Manuel Zhinin, seeking an Area Variances for proposed construction of a new enlarged front porch roof and new front entrance stairs to this existing non-conforming residence, and while there are other renovations to be done at the property, the remaining work is interior and will have no effect on Zoning Requirements. As mentioned, the property is located in the “R-20” Zoning District. As it relates to the required area variances, the Applicant is seeking relief for the proposed front porch and front steps. The required front-yard setback for the front porch is 40 feet, whereas 30.5 feet is proposed, requiring a variance of 9.5 feet. The required front-yard setback for the front steps is 34 feet, whereas 24.3 feet is proposed, requiring a variance of 9.7 feet. The proposed work will not be a detriment to the surrounding neighborhood. To the Contrary, the proposed addition and renovation will contribute to the improvement of the overall character of the area. Please accept out thanks and appreciation in advance for your time and consideration, and anticipated approval of the request. As always, should you require any additional information, or have any further comments and/or questions, please contact our office at your earliest convenience. Sincerely, Jorge B. Hernandez, R.A. President Cc: Job File No.: 25-054 100 Executive Boulevard, Suite 204, Ossining, N.Y. 10562 Ph: (914) 944-3377 Page 20 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 Zhinin Residence Name of Action or Project: 93 Locust Avenue, Cortlandt Manor Project Location (describe, and attach a location map): 93 Locust Ave., Cortlandt Manor (Nearest Intersection/Cross Street = Locust Avenue & Dirubbo Drive) Brief Description of Proposed Action: Proposed 2nd Floor Addition & interior Renovations. Name of Applicant or Sponsor: Telephone: Jorge B. Hernandez, R.A., A.I.A. (SPONSOR) E-Mail: Address: ARQ Architecture, P.C., 100 Executive Boulevard, Suite 204, City/PO: State: Zip Code: Ossining, New York 10562 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If No, continue to question 2. ✔ 2. Does the proposed action require a permit, approval or funding from any other government Agency? NO YES If Yes, list agency(s) name and permit or approval: Cortlandt ZBA & Bldd Dept - Approval & Permit ✔ 3. a. Total acreage of the site of the proposed action? acres b. Total acreage to be physically disturbed? acres c. Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on, are adjoining or near the proposed action: □ Urban Rural (non-agriculture) Industrial ■ Commercial ■ Residential (suburban) □ Forest Agriculture Aquatic Other(Specify): Parkland Page 1 of 3 SEAF 2026 Page 21 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: ✔ 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 22 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: □ Shoreline □ Forest Agricultural/grasslands Early mid-successional Wetland □ Urban ■ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✔ 16. Is the project site located in the 100-year 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: Any additional Storm Water discharge will be directed to existing Town of Cortlandt Storm Drain System. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids (e.g., retention pond, waste lagoon, dam)? If Yes, explain the purpose and size of the impoundment: ✔ 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: Jorge B. Hernandez, R.A., A.I.A. (Sponsor) Date: September 21, 2026 Signat Title: President Page 3 of 3 SEAF 2026 Page 23 EAF Mapper Summary Report Monday, September 21, 2026 10:08 PM 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 Digital mapping data are not available or are incomplete. Refer to EAF Regulated Waterbodies] Workbook. Part 1 / Question 15 [Threatened or No Endangered Animal] Part 1 / Question 16 [100 or 500 Year No Floodplain] Part 1 / Question 20 [Remediation Site] No Part 1 / Question 21 [Disadvantaged Yes Community] Short Environmental Assessment Form - EAF Mapper Summary Report 1 Page 24 GEOGRAPHIC INDEX 474200, 624000 LAIF—3-25 TM. FILE No. 99-150 Drown by MKH/DAP Spell checked by MRH/DAP Checked by MO. No, 14018, 22629 Loyout: Drawing Name: LSI4018__RO2_VO4 This mop wos for the exclusive use of and is certified only to: MARIA SUSCAL which includes 487 59. ft in Drainage Easement Prepared by: VaN BADEY & WATSON, sunerine & fugioeniog PC ] os Bot MO ZA 75.14 ae ior Su, Se % : State Won | tat cone, oct” Wale cone. Pad Lamp Post™ 7 Story Frome SDrering #38. 2 3 3 5 All Fo». & _ > F 3 zo? cee Notes 1. COPYRIGHT "2015" by BADEY & WATSON, Surveying & Engineering, P.C. All Rights Reserved Unauthorized duplication is 0 violation of epplicable ows 2 Unauthorized alteration or addition to @ document prepared by a licensed land surveyor is @ violation of Section 7209 , Sub-Division 2 of the New York Stote Education Low. 3. All certifications are valid for this map ond copies thereof only if said map or copies bear the embossed seal of the surveyor whose signature ‘ppears hereon. 4. I underground improvements, easements, or encroachments exist and fore neither visible during normal field survey operations nor described in instruments provided to these surveyors, they may not be shown on this map. Ft. 5. This property may be affected by instruments which have not been provited to these surveyors. Users of this map should verity title with ‘heir attorney or a qualified title examiner. &. This survey is of property described in the Westchester County Clerk's Document Control Number 402300240.(Ryder & Ford to Suscal) (645) 265-4428 (Fx) ‘wine BADEY-WATSON. com, L&e —esX 3063 Route 9, Cold Spring, NY 10516 ; (645) 265-9217 (677) 2141595 Toll-Free & = g lo ‘Meta! Post 2 zoe! SURVEY OF PROPERTY PREPARED FOR MARIA SUSCAL SITUATE IN THE TOWN OF CORTLANDT WESTCHESTER COUNTY NEW YORK SCALE 1 in. = 10 ft. OCTOBER 15, 2015 We hereby certity that the survey shown hereon was completed by us on October 15, 2015 that this map was completed on October 19, 2015 ‘ond thot this survey has been prepared in accordance with the existing Code of (Practice for Land Surveys adopted by The New York State ‘ation of Professional Land Surveyors, Inc: BADEY & WATSON 8 8 Sees — Meridian of Deed iy 7 Document Cortlandt # 402300240 = a mig : <8 ~ ze = es | 2 Sa ! & ~° 3 {2 aes | EF IAS | re S38 ae Ss | | is ass] | ey WS ; 8 x § Ses) 4H \ ga] oS va: 8 } BYCAS | % 8 } FILE No. 99-150 Page 25 Exist, sTocKApe ENT, GARO=EN EST. CONC, LOCK PATIO TO REMAN EST. SLATE PATIO SoRewan cavewat TO ROU EIST, ASPHALT TO RENAN ExsT, STOCLADE FEnce TO REMAN ExT. seoten—}— ASPHALT TO REMAN exer. Feave | —tuist, cone. sLock ewan EXST BROKEN. 5 ASPHALT TO REMA EXIST. FRAME SHED TO REMAN est, cone Lock PAD —eust, Geare FOREMAN —bxisT, STONE MAS. RETANNG WALL TO ewan APPRONMATE LOCATION (OF SEPT TAME EXIST STONE MAS. "TO REMA ENT, SLATE WALK TOBE RaboveD aust, ose TO BE REMOVED NST, ELECTR: METER BD WEES 70 REMAN ext, LasTiC HED To REA EXIST, STONE Mas RETANNG WALL TO rewany EXIST, ASPHALT DRVEWAY TO REMAN EXIST. CONC. WALK TO REMAN NST, PLASTIC storage TOREMAN | _-— ENT, SH PON. ExT. stone Mas —|—— RETARNG WALL OREM \ sist, stag. caTcH BASH OY EXIST. CHANLNG ExT. STEPS. 10 BE REMOVED EXISTING € DEMO, SITE PLAN ne THE MEETS € BOUNDS SHOWN ABOVE HAS BEEN TAKEN FROM THE ‘SURVEY DONE BY BADEY @ WATSON SURVEYING @ ENGINEERING PC. DATED OCTOBER 15, 2015 NOTES: 1. SLT FENCE SHALL CONFORM TO TOWN OF NEW CASTLE, AND nr OTHER LEAD AGENCY 2. WOOD POSTS WHH SUPPORT THE SLT FENCE SHALL BE STALLED OM A SLIT ANGLE TOWARD THE ANTCPATED RUNOFF SOURCE POST MIST 8E EMBEDDED A MEL OF ONE (f] FOOT, 3. THE-TOS OF THE SLT FENCE SHALL BE TRENCHED NWT & SPACE OR MECHANICAL. TRENCHER SO TWAT THE COWNSLOPE FACE OF THE TRENCH iS FLAT AND PERPENDICULAR TO THE LE OF FLOM. WHERE FENCE CANNOT BE TRENCHED WY IEG. PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON WPHLL SDE TO PREVENT FLOW UNDER FENCE. 4 THE TRENCH MUST BE A IeMBanY OF 6 NCHES DEEP aN 6 MCHES: WDE 'TO ALLOW FOR THE SLT FENCE FABRIC TO BE LAD THE GROUND AND BACKFLLED WITH COMPACTED MATERIAL. 5 SLT FENCE SHALL BE SECURELY FASTENED TO EACH WOOD SXPPORT POST OR TO WOVEN WRE, WHCH IY THRN IS SECURELY FASTENED TO THE STEEL FENCE POSTS. 6 RSPECTION SHALL BE MADE WEEKLY OR APTER EACH RANFALL EVENT APO REPAR OR REPLACEMENT SHALL-BE MADE PROMPTLY AS NEEDED. FABRICATED SL 7. SLT FENCE SHALL BE REMOVED WHEN THE STE IS COMPLETELY STABLIED $0 A5 NOT TO BLOCK OR MPEDE STORM FLOW OR DeaNace: & ACCIMILATED SLT SHALL BE REMOVED WHEN IT REACHES & GEPTH OF § NCHES. THE SLT SHALL BE DISPOSED OF AN APPROVED SITE ANG IV SUCH & MANTER AS TO NOT CONTREUTE FO aDarIONAL SUTATON Fram cLoma FTE x MRAM 20K STABL CA Tao OR APPROVED EAM SILT FENCE DETAIL CUTER CLOT To OF FASTENED SECRELY TO NOVON TARE FENCE TTS SPACED EVERY 24° AT TOP ND MD SECTION 3. NANTENAACE SHALL SE FERFORVED AS NEEDED AND MATERAL RENOVED MAE OSES DEVELOP N THE SLT ENCE, 10 WOE CRANE fi easevext EXST, STOCLADE NST, stoceaoe — FENCE TO REMAN EXIST, Ga2en— aRER TO REMAN exist. srocen—+ | _*— ASPHALT TO REMAN ENST. FRAME SHED TO REMAN ASPHALT TO REMAN EXST. FRAME SHED TO ReMA Ext, conc Bock PAD apaowmare Locaton | | —— serve Tan ENT STONE MAS, TO RENAN \ exst, pase SHED TO REMAN EXIST. sto cuRe. TO REMAN EXIST. ASPHALT —_ RWEWAY TO REMAN NST. CONC. WALK u TORN \ ext. case jb “STORAGE TO REMAN \ exsT. store Mas} TOREMAN | rome sooene | exist, sraeet——} CATCH OAS scant Tl exsr, can FENCE TO REMAN exer. sare wae 10/7) AVENUE proposen 200° prorosen srer——! Locust Tew ROOF EXIST. CONC, BLOCK WALL TO REMAN new stars EXISTING € PROPOSED >\SITE PLAN e110 THE MEETS € BOUNDS SHCWN ABOVE HAS SEEN TAKEN FROM THE SURVEY DONE BY BADEY £ WATSON SURVEYING & ENGINEERNG PC, DATED OCTOBER 45, 205 STABILIZE ENTIRE PLE RTE Seen STRAMDALES Of SILT FENCE 3. Nasa slope a Stockh Stalk Be 12 3. Won CowAETICN OF SOL STOCKPLAG, EACH PLE SHALL BE SRROWDED ETH ETHER SLT RVEGRAGS ATA RATE OF 30 LOH/nC ie SLTTencE TAL FOR SLT FENCE MSTALLATON SPECINCATONS, mo TOPSOIL STOCKPILE DETAIL EXST. SLATE PATIO FOREMAN EXST. ASPHALT Foreman Fence TO RENAN EXT. Conc. BLOCK To REMAN EXST. STONE MAS. RETANG Wall TO EXST, ELECTRIC METER RO WES TO RENAN EXST. STONE MAS. SOL STOCKPLE AREA EXST, RSH POND SOREN Porc LEGEND EXISTING GENERAL STE + peoverty une — sir Fence aac. 300 EXECUTIVE BLVD. SUITE 204 ‘OSSINING, NY 20582 JORGE B, HERNANDEZ RA.ALA, LICENSE NUMBER: o30424-1 (CERTIFICATE NUMBER 2329002, REVISIONS Dare er 6-26-2026 [ARQ ARQ ‘COMMENTS pea MAPS & GENERAL NOTES ZONING DATA - CORTLANDT HOME ALTERATION 93 LOCUST AVENUE, CORTLANDT MANOR NY 10867 TAR AP GESENATON Schna acu Lon TONG DISTRICT: R20. “SNGLE FAMILY RESDENTAL reretre9 | exists | proroseo | vaeunce Lot anes. sari | soco | am ERE Lot work Fr] 100 400 Ne. BULONG COVERAGE: FAR Wma, e 8 Egy LADSCAPE COVERAGE *[ $0 Eu 366 FLOOR AREA RATIO. a aR on 1 SDE YARD [HOR OF LOT Wi [20 ar 153 REAR YARD rr [30 "as2 Ne MAK BULONG HEIST Frey | 30 /% [62/480 [ser /2 sty (Max BuLone Coverace” % ca ae ox i, LANDSCAPE COVERAGE x |_ sox was | e2s0% NE. = NO CHANGE ENC. EXISTING NON-CONFORMNG SSEXCEPTIONS TO TARO REGUREMENTS: TERRACES, DECIS, UNCOVERED PORCHES AND UNCOVERED STARS, WHETHER CONSTRUCTED OF WOOD OR MASONRY ABOVE OR BELOW GRADE, WITH FLOOR LEVELS NO WGHER THAN BULDNG ENTRANCE” Sik FEET NTO FRONT exsmne BASEMENT <51937 SF Fest FLOOR {Ozer St TOTAL 2824 SF 254724 SF/2 127362 SF Max ADCITON ALLOWED PER OWELLNG SIE: £0005 ALLOWED MAX PART OF BASEMET IS BENG REMOVED TO ONE CAR GARAGE AID STORAGE 492.0 SF TOTAL ADOIMON ALLOWED: 149219 SF PROPOSED: SECOND STORY ADDITION 1664 SF TOTAL a0 44920 < 145215 O& Page 26 PROPOSED SECOND STORY ADDITION & INTERIOR ALTERATION AT: 93 LOCUST AVENUE, CORTLAND MANOR, NY 10567 TAX MAP SPECIFICATION PROPOSED FRONT ELEVATION VIEW CARPENTRY : DOUBLE JOISTS UNDER ALL INTERIOR PARTITIONS, AND AROUND ALL OPENINGS. SITE FRAMING LUMBER: DOUGLAS FIR #2 OR BETTER, Fb=875 psi. STUDS: DOUGLAS FIR STUD GRADE, 2x4 INTERIOR WALLS, 16"O.C. UNLESS NOTED OTHERWISE. REVISIONS DATE BY JOIST HANGERS: "SIMPSON" OR EQUAL, GALVANIZED STEEL TO FIT FRAMING MEMBER. INSTALL FRAMING ANCHORS AT ALL FLUSH FRAMED CONNECTIONS AND AS INDICATED ON 1 COORDINATION 6-26-2026 ARQ PLANS. TREATED WOOD: PRESSURE TREATED SOUTHERN YELLOW PINE. ABOVEGROUND .25 lbs/cu.ft. 2 COORDINATION 8-10-2026 ARQ GROUND CONTACT .40 lbs./cu.ft. 3 COMMENTS 9-8-2026 ARQ INTERIOR FINISHES WALLS: 1/2" GYPSUM DRYWALL, 5 " TYPE "X" AT GARAGE, JOINTS TAPED AND FINISHED. 8 CEILINGS: 1/2" GYPSUM DRYWALL, 5 " TYPE "X" AT GARAGE 8 PROVIDE 5/8" TYPE-X FIRE-RATED GYPSUM DRYWALL OVER BOILER AND HW TANK. PAINTING: BENJAMIN MOORE & CO. OR EQUAL; COLORS SELECTED BY OWNER. PRIME AND PAINT ALL NEW INTERIOR TRIM, CASINGS, MOULDINGS, DOORS, WINDOWS, ETC. PRIME AND PAINT ALL NEW DRYWALL SURFACES. INTERIOR TRIM : PROFILES, SPECIES AND FINISH TO BE SELECTED BY OWNER. WINDOWS : "ANDERSEN" 400 SERIES VINYL CLAD WOOD WINDOWS WITH HIGH-PERFORMANCE LOW-E INSULATING GLASS, AND INSECT SCREENS, STANDARD HARDWARE, AS SCHEDULED. PRIME AND APPLY TWO FINISH COATS PAINT TO INTERIOR SASH AND FRAME. CAULK : SILICON SEALANT WITH COLOR TO MATCH ADJACENT SURFACES. FLASHING : 16oz. COPPER, OR EQUAL. DOORS INTERIOR DOORS: TO BE SELECTED BY OWNER. DOOR HARDWARE: AS MANUFACTURED BY "SCHLAGE" OR EQUAL; TW3046 TW3046 TW3046 TW3046 TW3046 12 12 8 8 TAX MAP N.T.S. TW3046 TW3046 TW3046 TW3046 EX TW3046 TW3046 NEW AERIAL MAP GENERAL NOTES CODES:ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE RULES, REGULATIONS AND CODES OF AGENCIES HAVING JURISDICTION. ABSENT OTHER STANDARDS 2020 RC OF NYS, EX. EX EX UNOFFICIAL SITE VERIFICATION : VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE. REPORT DIFFERENCES FROM ENTRY CONSTRUCTION DOCUMENTS TO OWNER AND ARCHITECT. CLAIMS FOR EXTRA PAYMENTS RESULTING FROM CONTRACTOR'S FAILURE TO DO SO WILL NOT BE APPROVED. ARCHITECT TW3046 TW3046 TW3046 SHALL DECIDE ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED ON THE SITE WITH THE PROJECT MANAGER, OWNER, ARCHITECT, PRIOR TO THE COMMENCEMENT OF WORK. WRITTEN DIMENSIONS DRAWING TITLE: ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DISCREPANCIES BETWEEN ACTUAL CONDITIONS, DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO MAPS & GENERAL NOTES ARCHITECT PRIOR TO PROCEEDING. SHALL UNFORESEEN CONDITIONS REQUIRE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, THE CONTRACTOR SHALL NOTIFY ARCHITECT PRIOR TO PROCEEDING. "V.I.F." INDICATES THAT THE CONTRACTOR SHALL VERIFY AT THE JOB SITE THE DIMENSIONS OR CONDITIONS TO WHICH THE NOTATION IS APPENDED. NO SUBSTITUTION SHALL BE MADE FOR ANY ITEM SPECIFIED ON THE DRAWING WITHOUT WRITTEN APPROVAL FROM ARCHITECT OR THE OWNER. PROJECT: DRAWINGS : BY SUBMITTING A BID OR STARTING WORK, CONTRACTOR AGREES THAT HE HAS DRAWING LIST GENERAL INFO EXAMINED THE DRAWINGS AND SPECIFICATIONS AND FOUND THEM ADEQUATE FOR PROPER COMPLETION OF PROJECT. CLAIMS FOR EXTRA CHARGES BECAUSE OF ALLEGED INADEQUATE DRAWINGS OR SPECIFICATIONS WILL NOT BE ALLOWED UNLESS NOTIFICATION WAS MADE IN HOME ALTERATION WRITING TO ARCHITECT PRIOR TO SUBMISSION OR BEGINNING. UTILITY STAKEOUT: PRIOR TO DEMOLITION OR EXCAVATION, CONTRACTOR SHALL REQUEST FOR A CODE 53 UNDERGROUND UTILITY STAKE-OUT. 1-800-962-7962. CONTRACTOR WILL CONTACT THE ARCHITECT DRAWING LIST : PROJECT ADDRESS: UNDERGROUND LINES LOCATION SERVICES (CODE 753) PRIOR TO COMMENCING CONSTRUCTION. T-100 TITLE SHEET 93 LOCUST AVENUE, USE OF PREMISES : CONTRACTOR SHALL STORE MATERIALS, DISPOSE OF DEBRIS, COORDINATE S-100 EXISTING SITE & KEY PLANS, TABLE AND MAP CORTLANDT MANOR AND SCHEDULE ALL WORK IN COOPERATION WITH OWNER FOR MINIMUM DISRUPTION. MAINTAIN SAFE ACCESS TO ALL AREAS AT ALL TIMES. EXISTING & DEMOLITION SITE & PROPOSED SITE NY 10567 PERMITS: OWNER SHALL SECURE AND PAY FOR ALL PERMITS, TESTS AND CERTIFICATES A-001 EXISTING & DEMO BASEMENT & FIRST FLOOR PLANS REQUIRED. ELECTRICAL AND PLUMBING CONTRACTORS SHALL APPLY FOR AND PAY FOR A-002 EXISTING & DEMO ROOF PLAN NYS EDUCATION LAW INDIVIDUAL PERMITS, INSPECTIONS AND APPROVALS AS REQUIRED. KEEP APPROVED PERMIT DRAWINGS ON JOB SITE. A-100 EXISTING & PROPOSED BASEMENT FLOOR PLAN THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS IF BLASTING IS REQUIRED. A-101 EXISTING & PROPOSED FIRST FLOOR PLAN THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. AERIAL MAP N.T.S. LICENSE:CONTRACTOR MUST BE LICENSED BY WESTCHESTER COUNTY AND PROVIDE OWNER AND BUILDING DEPARTMENT A COPY OF CERTIFICATE NUMBER. A-102 EXISTING & PROPOSED SECOND FLOOR PLAN THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS INSURANCE : PRIOR TO STARTING WORK, CONTRACTOR SHALL SUPPLY OWNER AND BUILDING A-103 EXISTING & PROPOSED ROOF PLAN PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE DEPARTMENT WITH CERTIFICATES OF WORKMEN'S COMPENSATION INSURANCE, LIABILITY A-200 EXISTING & PROPOSED ELEVATIONS PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN INSURANCE FOR BODILY INJURY, PROPERTY DAMAGE, AUTOMOTIVE AND OTHER INSURANCES A-201 EXISTING & PROPOSED ELEVATIONS CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED REQUIRED BY LAW OR BY OWNER IN THE AMOUNTS AND TERMS SATISFACTORY TO THE OWNER TO RENDER THE OWNER HARMLESS IN CASE OF ACCIDENT TO PERSONS OR PROPERTY A-300 AVERAGE GRADE AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY INVOLVED IN THIS PROJECT. MAINTAIN SUCH INSURANCE IN FULL FORCE DURING ENTIRE TIME OF G-100 TYP. DETAILS METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT CONSTRUCTION. G-101 GENERAL DETAILS PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN LATENT DEFECTS : NO RESPONSIBILITY IS ASSUMED BY ARCHITECT FOR INFORMATION SUPPLIED ACCORDANCE WITH THE NYS EDUCATION LAW. BY OTHERS AND RELIED UPON BY ARCHITECT TO BE ACCURATE FOR LATENT DEFECTS IN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS STRUCTURE IMPOSSIBLE TO DETECT WITHOUT SUBSTANTIAL PROBING OR TESTING. ACTING UNDER THE DIRECTION OF A LICENSED SUPERVISION : ARCHITECT HAS NOT BEEN RETAINED BY THE OWNER TO PROVIDE OBSERVATION PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS AND SUPERVISION OF CONSTRUCTION OPERATIONS AND CERTIFICATION OF PAYMENTS. ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL DEMOLITION: AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION PRIOR TO DEMOLITION COORDINATE AND STAKEOUT EXISTING UTILITIES AS REQUIRED. "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE COORDINATE SHUT OFF AND REMOVALS WITH UTILITY COMPANIES AS REQUIRED. DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. 1. CLEAR SITE AS REQUIRED. 2. REMOVE ALL DEBRIS FROM SITE TO A LEGAL DISPOSAL FACILITY. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY DUMPSTERS AND CARTING FEE'S. COOPERATION : CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH SEAL & SIGNATURE ADJACENT WORK AND COOPERATE WITH OTHER TRADES TO FACILITATE PROGRESS OF WORK. EACH TRADE SHALL AFFORD OTHER TRADES REASONABLE OPPORTUNITY FOR INSTALLATION OF THEIR WORK AND FOR TEMPORARY STORAGE OF THEIR TOOLS AND MATERIALS. ED A RC ELECTRICAL : THE DESIGN AND INSTALLATION OF ALL ELECTRICAL WORK SHALL BE IN T ER H ACCORDANCE WITH THE LOCAL CODES AND THE NATIONAL ELECTRIC CODE. PROVIDE S B. HERNA I E TE J OR I G OWNER/BUILDER COPY OF UNDERWRITER'S CERTIFICATE UPON COMPLETION OF WORK. REVIEW G ND RE CT ALL FIXTURES WITH OWNER BEFORE ORDERING. ALL ELECTRICAL WORK SHALL BE PERFORMED EZ BY A WESTCHESTER COUNTY LICENSED & INSURED ELECTRICAL CONTRACTOR UNDER A SEPARATE PERMIT. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN APPROVED. PLUMBING : THE DESIGN AND INSTALLATION OF ALL PLUMBING WORK SHALL BE IN ACCORDANCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA E X C E L S IO R WITH THE LOCAL CODES AND THE NEW YORK STATE BUILDING CODE. INSULATE ALL HOT WATER 030424- 1 RK ST A O SUPPLY PIPES IN UNHEATED AREAS. ALL PLUMBING WORK SHALL BE PERFORMED BY A TE LOCATION: CORTLANDT MANOR, NY ZIP CODE: 10567 O F NE W Y WESTCHESTER COUNTY LICENSED & INSURED PLUMBING CONTRACTOR UNDER A SEPARATE PERMIT. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN APPROVED. WIND DESIGN SUBJECT TO DAMAGE FROM ICE EXP: 3-31-2029 GROUND SEISMIC AIR MEAN UTILITIES : COORDINATE THE LOCATION AND SIZE OF ALL NEW UTILITIES (ELECTRICAL, GAS, SNOW WINTER BARRIER FLOOD DESIGN FREEZING ANNUAL WATER, SEWER, TELEPHONE, CABLE) WITH EACH UTILITY COMPANY REPRESENTATIVE AND UTILITY LOAD SPEED TOPO SPECIAL WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP DATE.: DWG. NO.: SPECIFICATIONS. EFFECT WIND REGION DEBRIS ZONE DEPTH TEMP REQUIRED MANUFACTURERS : LISTED ARE ONLY FOR ITEM SPECIFICATION. THE LISTING IS NOT INTENDED TO 05/19/2025 MODERATE 1,500 OR PROJECT NO.: LIMIT SELECTION OF SIMILAR ITEMS FROM OTHER MANUFACTURERS. ANY SUBSTITUTIONS REQUIRE 30 PSF SPECIAL** NO YES NO C SEVERE 42" 7 YES NONE 51.6 APPROVAL AND REVIEW BY ARCHITECT TO HEAVY LESS 25-054 EAGLE VIEW N.T.S. CONTRACTOR: IS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND SHALL ARRANGE FOR ALL MANDATORY INSPECTIONS, COMPLYING WITH LOCAL MUNICIPALITY OF JURISDICTION REQUIREMENTS. NO WORK SHALL BE CLOSED UNTIL INSPECTED AND APPROVED. 115 MPH TO 120 MPH, THE SPECIAL WIND REGION SHOULD SERVE AS A WARNING TO DESIGN PROFESSIONALS IN EVALUATING WIND LOADING ARQ CONDITIONS. WIND SPEEDS HIGHER THAN THE DERIVED VALUES TAKEN FROM SECTION 1609 OF THE IBC AND FIGURE R301.2(4)A OF THECHECKED IRC AREBY: DRAWING BY: T-100 ALL WORK SHOULD BE PERFORMED IN THE BEST PROFESSIONAL MANNER BY MECHANICS LIKELY TO OCCUR AND SHOULD BE CONSIDERED IN THE DESIGN. SKILLED IN THEIR TRADE. JBH Page 27 BBO, BBO, LEGEND LY DIRU 10' WIDE DRAINAGE LY DIRU 10' WIDE DRAINAGE N DS F ORMER ORRES N D S F ORMER ORRES LA T LA T EXISTING GENERAL SITE OTHER OR FORMERLY EASEMENT OTHER OR FORMERLY EASEMENT NOW NTROL No. 4314 00276 NOW . 431400 276 L No CO EXIST. STOCKADE CONTRO EXIST. STOCKADE FENCE TO REMAIN FENCE TO REMAIN PROPERTY LINE POOL POOL TO BE REMOVE 97.28' 97.28' 5'-0" 5'-0" SF SILT FENCE ' ' 4'-8" 4'-8" 97.35' 97.35' 200.0 200.0 '30"E '30"E 10'-0" 10'-0" N0°731 N0°731 4'-8" 4'-8" 8132 . 8132 a p No. ap No 30'-0" R 30'-0" R iled M dM 5'-0" 5'-0" See F S ee File '30"E 0"E 200.96 2 0 0 .9 6 '3 N0°731 N0°731 EXIST. STOCKADE EXIST. STOCKADE EAR Y EAR Y 25.81' 25.81' FENCE TO REMAIN FENCE TO REMAIN ' ' EXIST. GARDEN EXIST. GARDEN ARD ARD AREA TO REMAIN AREA TO REMAIN REVISIONS DATE BY EXIST. CONC. BLOCK 175.14' EXIST. CONC. BLOCK 1 COORDINATION 6-26-2026 ARQ 175.14' PATIO TO REMAIN EXIST. SLATE PATIO PATIO TO REMAIN EXIST. SLATE PATIO METAL POST TO REMAIN METAL POST TO REMAIN 2 COORDINATION 8-10-2026 ARQ EXIST. GRAVEL DRIVEWAY TO REMAIN EXIST. ASPHALT EXIST. GRAVEL DRIVEWAY TO REMAIN EXIST. ASPHALT 3 COMMENTS 9-8-2026 ARQ TO REMAIN TO REMAIN EXIST. STOCKADE EXIST. STOCKADE FENCE TO REMAIN FENCE TO REMAIN EXIST. BROKEN EXIST. BROKEN ASPHALT TO REMAIN EXIST. CONC. BLOCK ASPHALT TO REMAIN EXIST. CONC. BLOCK K B B 30.8' S RETAINING WALL TO 0.8' SK RETAINING WALL TO EXIST. FRAME EXIST. REMAIN EXIST. FRAME E XIST. 3 REMAIN SHED TO REMAIN SHED TO REMAIN NOW ORNTROL No. 402650054 NOW ORNTROL No. 402650054 FORMER RMERLY HULL FORMER RMERLY HULL EXIST. BROKEN EXIST. BROKEN ASPHALT TO REMAIN 10'-0" ASPHALT TO REMAIN 10'-0" CO CO SIDE SIDE FO FO EXIST. EXIST. LY DOH LY DOH EXIST. FRAME YARD LAMP POST EXIST. FRAME YARD LAMP POST SHED TO REMAIN SHED TO REMAIN 6'-6" 6'-6" ERTY, ERTY, EXIST. CONC. EXIST. CONC. BLOCK PAD 4'-9" EXIST. LAMP POST BLOCK PAD 4'-9" EXIST. LAMP POST EXIST. GRATE EXIST. GRATE APPROXIMATE LOCATION 7'-8" EXIST. ASPHALT DRIVE TO REMAIN APPROXIMATE LOCATION 7'-8" EXIST. ASPHALT DRIVE TO REMAIN OF SEPTIC TANK EXIST. CONC. EXIST. SLATE STEPS OF SEPTIC TANK EXIST. CONC. EXIST. SLATE STEPS BLOCK WALK EXIST. STONE MAS. BLOCK WALK EXIST. STONE MAS. EXIST. STONE MAS. 5'-4" EXIST. CONC. PAD RETAINING WALL TO EXIST. STONE MAS. 5'-4" EXIST. CONC. PAD RETAINING WALL TO KB REMAIN REMAIN RETAINING WALL 24.6' S RETAINING WALL EXIST. 10'-5" DN TO REMAIN 7'-8" TO REMAIN 7'-8" Westche Westche OTHER OTHER EXIST. SLATE WALK See Map See Map PROP. 10'-0" TO BE REMOVED ROOF 2 10'-0" NOW FOCONTROL No. 551963797 NOW FOCONTROL No. 551963797 ster Cou ster Cou EXIST. EXIST. LANDS F irubbo drive...,"Finileth LANDS F irubbo drive...,"Finileth SIDE SIDE SLATE WALK SLATE WALK EXISTING 1 STORY PROPOSED entitle entitled of EXIST. PLASTIC EXIST. CHIMNEY TO EXIST. PLASTIC PROPOSED SINGLE FAMILY YARD YARD 25' R 25' R FRAME DWELLING 1 STORY W/ SECOND FLOOR ADDITION 7'-9" 7'-9" nty Clerk nty Clerk BE REMOVED d of D SHED TO REMAIN #93 SHED TO REMAIN ADDITION RMERLY RMERLY IGHT-OF IGHT-OF FIRST FLOOR ELEV. 100.0' D ORMER ORMER EXIST. ELECTRIC METER EXIST. ELECTRIC METER 's office 's office EXISTING 1 STORY AND WIRES TO REMAIN AND WIRES TO REMAIN -WAY -WAY FAMILY & BEDROOM CIPRIAN CIPRIAN PROPOSED LY DIRU LY DIRU EXIST. STONE CURB EXIST. STONE CURB 1 CAR GARAGE as M as Map N TO REMAIN TO REMAIN & STORAGE PROP. 15'-2" ap N S80 S80 d e d e O O EXIST. STONE MAS. PORCH EXIST. STONE MAS. 40'-0" F 40'-0" F EXIST. ASPHALT EXIST. ASPHALT , , BBO, BBO, o. 8132 o. 8132 RETAINING WALL TO RETAINING WALL TO EXIST. EXIST. °5 °5 DRIVEWAY TO REMAIN DRIVEWAY TO REMAIN B REMAIN B REMAIN EXIST. EXIST. 14.1' SK 14.1' SK W 0'00" 0'00" IR EXIST. CONC. WALK ES EXIST. CONC. WALK STONE CU RB STONE CU RB SOIL STOCKPILE AREA RONT RONT TO REMAIN TO REMAIN 36.5' EXIST. EXIST. 6'-5" 6'-5" 36.5' SK 36.5' SK EXIST. PLASTIC EXIST. PLASTIC W 30.5' WI WI IR EXIST. FISH POND EXIST. FISH POND W W RE RE ES STORAGE TO REMAIN STORAGE TO REMAIN DRAWING TITLE: 32.5' S S TO REMAIN TO REMAIN YARD YARD 25.9' 24.3' 33.7' SK 33.7' SK EXIST. STONE MAS. EXIST. STONE MAS. MAPS & GENERAL NOTES N8°3 N8°3 100.0' 100.0' B B RETAINING WALL RETAINING WALL 3 16 16 TO REMAIN EXIST. TO REMAIN EXIST. 9'-6" 9'-6" GARDEN GARDEN B B '50"E '50"E FORMERLY SANDBERG, FORMERLY SANDBERG, 10'-4" 10'-4" W NOW OR FORMERLY WHELEHAN 25'-0" 6'-8" °06'20" N08 FLOWER BED POLE NOW OR FORMERLY WHELEHAN 25'-0" 6'-8" N08 °06'20"W FLOWER BED POLE 7'-6" 7'-6" EXIST. STREET ie) EXIST. STREET ' (Tie) .00' (T PROJECT: WIRES WIRES CATCH BASIN 90 POLE CATCH BASIN 90 .00 POLE 6'20"E 6'20"E WIRES WIRES °0 N08 POLE EXIST. CHAINLINK °0 N08 POLE EXIST. CHAINLINK WHITE LINE FENCE TO REMAIN WHITE LINE FENCE TO REMAIN HOME ALTERATION EXIST. SLATE WALK TO EXIST. SLATE WALK TO REMAIN REMAIN E E S T A VENU S T AV E NU PROPOSED ROOF PROJECT ADDRESS: LOCU LOCU PROPOSED STEP NEW ROOF PORCH 93 LOCUST AVENUE, WHITE LINE EXIST. CONC. BLOCK WALK TO REMAIN WHITE LINE EXIST. CONC. BLOCK WALK TO REMAIN CORTLANDT MANOR NEW STEPS NY 10567 EXIST. STEPS TO BE REMOVED NYS EDUCATION LAW THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER ZONING DATA - CORTLANDT THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. EXISTING & DEMO. EXISTING & PROPOSED THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS TAX MAP DESIGNATION: SECT: 24.17 BLOCK: 3 LOT: 25 PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS SITE PLAN 1" = 20' SITE PLAN 1" = 20' ZONING DISTRICT: R-20 SINGLE FAMILY RESIDENTIAL EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN THE MEETS & BOUNDS SHOWN ABOVE HAS BEEN TAKEN FROM THE THE MEETS & BOUNDS SHOWN ABOVE HAS BEEN TAKEN FROM THE PERMITTED EXISTING PROPOSED VARIANCE CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ SURVEY DONE BY BADEY & WATSON SURVEYING & ENGINEERING PC., SURVEY DONE BY BADEY & WATSON SURVEYING & ENGINEERING PC., LOT AREA SQ. FT. 20,000 19,772 E.N.C NO ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DATED OCTOBER 15, 2015 DATED OCTOBER 15, 2015 100' 100' NO DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT LOT WIDTH FT. N.C. PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN ACCORDANCE WITH THE NYS EDUCATION LAW. BUILDING COVERAGE FAR % MAX. 65 49.8 58.5 NO IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS LADSCAPE COVERAGE % 50 38.7 36.6 NO ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM FLOOR AREA RATIO SQ. FT. 4,085 2,597 3,966 NO BEARING THE SEAL OF A LICENSED PROFESSIONAL IS STABILIZE ENTIRE PILE WITH NOTES: ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL VEGETATION FRONT YARD FT. 40' 33.7' 30.5' YES (9.5') AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE 1. SILT FENCE SHALL CONFORM TO TOWN OF NEW CASTLE, AND 2 3 FRONT YARD (PORCH STEPS)* FT. 34' 25.9' 24.3' YES (9.7') DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF ANY OTHER LEAD AGENCY 36" MIN. FENCE POST THE ALTERATION. DRIVEN MIN. 16" INTO 1 SLOPE OR LESS 1 SIDE YARD FT. 10' 24.6' 10.42 NO 2. WOOD POSTS WHICH SUPPORT THE SILT FENCE SHALL BE GROUND POSTS: STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD 2 SIDE YARD (20% OF LOT W.) FT. 20' 38.7' 24.53 NO INSTALLED ON A SLIGHT ANGLE TOWARD THE FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA T140N OR APPROVED EQUAL ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A PREFABRICATED UNIT: GEOFAB, ENVIROFENCE OR APPROVED EQUAL REAR YARD FT. 30' 125.21' N.C. NO MIN. OF ONE (1') FOOT. SEAL & SIGNATURE 3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A MAX. BUILDING HEIGHT FT./STY 35.0' / 2 1 2 15.2' / 1 STY 25.67 / 2 STY NO 8'-0" MAX. C. TO C. SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE 20" MIN. FILTER FABRIC MAX. BUILDING COVERAGE %. 65% 11.7% 13.4% NO FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE ER ED A RC H OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (E.G. MIN. LANDSCAPE COVERAGE %. 50% 62.96% 62.90% NO T B. HERNA I UNDISTURBED 3 S E TE PAVEMENT) WEIGHT FABRIC FLAP WITH WASHED GRAVEL ON J OR I GRADE 20" MIN. G G ND E.N.C. - EXISTING NON-CONFORMING RE N.C. - NO CHANGE CT UPHILL SIDE TO PREVENT FLOW UNDER FENCE. FLOW EZ 4. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN ZONING NOTE: CHAPTER 307-18(B)(3) THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. * -EXCEPTIONS TO YARD REQUIREMENTS: TERRACES, DECKS, UNCOVERED PORCHES AND 16" MIN. W MIN. SLOPE MIN. SLOPE E X C E L S IO R O UNCOVERED STAIRS, WHETHER CONSTRUCTED OF WOOD OR MASONRY ABOVE OR BELOW GRADE, 5. SILT FENCE SHALL BE SECURELY FASTENED TO EACH WOOD FL 030424- 1 RK ST 4" STRAWBALES OR SILT FENCE WITH FLOOR LEVELS NO HIGHER THAN BUILDING ENTRANCE: SIX FEET INTO FRONT A SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS SECURELY COMPACTED SOIL TE O O F NE W Y FASTENED TO THE STEEL FENCE POSTS. EMBED FILTER CLOTH 6" MIN. INTO GROUND 6. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL SECTION INSTALLATION NOTES: EXP: 3-31-2029 EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. SQUARE FOOTAGE: PART OF BASEMET IS BEING REMOVED PROMPTLY AS NEEDED. CONSTRUCTION NOTES FOR FABRICATED SILT FENCE: 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. TO ONE CAR GARAGE AND STORAGE 492.13 SF 7. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY 1. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT EXISTING: DATE.: DWG. NO.: STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION. IT SHALL BE SEEDED WITH ANNUAL BASEMENT 1,519.37 SF TOTAL ADDITION ALLOWED: 1,492.13 SF 05/19/2025 DRAINAGE. RYEGRASS AT A RATE OF 30 LBS/AC. FIRST FLOOR 1,027.87 SF PROJECT NO.: 3. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. 8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A 4. SEE SILT FENCE DETAIL FOR SILT FENCE INSTALLATION SPECIFICATIONS. TOTAL 2,547.24 SF PROPOSED: 25-054 FIRST FLOOR ADDITION 428 SF S-100 DEPTH OF 6 INCHES. THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE SILT FENCE DETAIL 1"=1'-0" 2,547.24 SF/2- 1,273.62 SF MAX. ADDITION SECOND STORY ADDITION 1,064 SF DRAWING BY: TO ADDITIONAL SILTATION. TOPSOIL STOCKPILE DETAIL 1"=1'-0" ALLOWED PER DWELLING SIZE: TOTAL 1,492 SF ARQ CHECKED BY: 1,000 SF ALLOWED MAX. 1,492.0< 1,492.13 OK. JBH Page 28 DEMOLITION LEGEND/NOTES SYMBOL DESCRIPTION EXIST. EXIST. 1. REMOVE EXISTING WALL CONSTRUCTION FROM STRUCTURAL SLAB TO UNDERSIDE OF FLOOR DECKING ABOVE. 2. REMOVE / RELOCATE EXISTING EXISTING ELECTRICAL OUTLETS, SWITCHES FIREPLACE ETC.. AS REQUIRED. REWORK WIRING AS NECESSARY FOR 16" O.C. TO REMAIN CONTINUED POWER TO REMAINING EXIST. 2x10 FJ @ OUTLETS, SWITCHES OR IF EXISTING OUTLETS NOT REQUIRED REMOVE EXIST. EXIST. BATHROOM WIRING BACK TO NEAREST EXISTING JUNCTION BOX TO REMAIN. 3. FAMILY ROOM REMOVE / RELOCATE EXISTING EX PLUMBING AS REQUIRED. REWORK STI PLUMBING AS NECESSARY TO . EXISTING MAINTAIN INTEGRITY OF EXISTING COLUMN TO SYSTEM TO REMAIN. CAP ALL EX REMAIN UNUSED PIPING IN WALLS, FLOOR CL. IS OR CEILINGS TO REMAIN. T. T. REVISIONS DATE BY IS EX EXISTING BEAM ABOVE TO REMAIN REMOVE EXISTING DOOR, FRAME 1 COORDINATION 6-26-2026 ARQ EX HARDWARE AND SADDLE, IN THEIR 2 COORDINATION 8-10-2026 ARQ IS EXISTING ENTIRETY. T. POWDER ROOM 3 COMMENTS 9-8-2026 ARQ EXIST. EX IS T. EXISTING WALL TO REMAIN. EXISTING NOTES: ALL ITEMS ARE EXISTING TO FAMILY ROOM REMAIN UNLESS OTHERWISE INDICATED. EX . IS I ST T. EX EX. UP BOILER EX EXISTING IS T. MECH. ROOM . T. T IS IS EX EX W&D H.W. EXISTING EXIST. EXIST. BEDROOM . ST I EX CL. 2 EXISTING & DEMO. BASEMENT FLOOR PLAN 1/4" = 1'-0" DRAWING TITLE: EXIST. & DEMO. BASEMENT EXIST. EXIST. EXIST. AND FIRST FLOOR PLAN PROJECT: EXISTING HOME ALTERATION BEDROOM EXISTING BEDROOM EXIST. CH: 8'-2" T. PROJECT ADDRESS: IS CH: 8'-2" EX 93 LOCUST AVENUE, CORTLANDT MANOR NY 10567 .T IS EX NYS EDUCATION LAW CL. . CL. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL ST REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER EXIST. I EX THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. EX EX. SLOPED EX. SLOPED IS THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR T. EXISTING OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXIST. T. BATHROOM IS EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE EX PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL T. CH: 8'-2" . ST IS REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN I EX EX CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED EX. DN AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ CL. CL. ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN EXISTING PWR ACCORDANCE WITH THE NYS EDUCATION LAW. EX. SLOPED EX. SLOPED CH: 8'-2" IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS CL. ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION T. IS "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE EX EX DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF IS THE ALTERATION. T. . IST EX SEAL & SIGNATURE (2) 2x8 EXIST. ED A RC T ER H S B. HERNA I E TE J OR I EXIST. G G ND EX. DN RE CT EZ E X C E L S IO R 030424- 1 RK ST A O TE O F NE W Y EXP: 3-31-2029 DATE.: DWG. NO.: 05/19/2025 PROJECT NO.: 2 25-054 EXISTING & DEMO. DRAWING BY: ARQ A-001 FIRST FLOOR PLAN 1/4" = 1'-0" CHECKED BY: JBH Page 29 TOP OF RIDGE PROP. ATTIC REVISIONS DATE BY 1 COORDINATION 6-26-2026 ARQ 2 COORDINATION 8-10-2026 ARQ TW3046 TW3046 TW3046 TW3046 TW3046 3 COMMENTS 9-8-2026 ARQ 12 12 8 8 PROP. 2ND FLOOR 2 TW3046 TW3046 TW3046 TW3046 EX TW3046 TW3046 NEW EXIST. 1ST FLOOR EX. EX EX UNOFFICIAL ENTRY TW3046 TW3046 TW3046 EXIST. BASEMENT EXISTING & PROPOSED FRONT ELEVATION 1/4" = 1'-0" DRAWING TITLE: EXIST. & PROPOSED ELEVATIONS TOP OF RIDGE PROJECT: HOME ALTERATION PROJECT ADDRESS: 93 LOCUST AVENUE, CORTLANDT MANOR PROP. ATTIC NY 10567 NYS EDUCATION LAW THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER 12 12 THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. 6 6 THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS 25'-8" PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS PROP. 2ND FLOOR DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT 12 PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN 4 ACCORDANCE WITH THE NYS EDUCATION LAW. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS 2 ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE TW3046 TW3046 TW3046 TW3046 DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SEAL & SIGNATURE EXIST. 1ST FLOOR ED A RC T ER H S B. HERNA I E TE J OR I G G ND RE CT EZ E X C E L S IO R 030424- 1 RK ST A O TE O F NE W Y EXIST. BASEMENT EXP: 3-31-2029 DATE.: DWG. NO.: 05/19/2025 PROJECT NO.: 25-054 EXISTING & PROPOSED RIGHT SIDE ELEVATION 1/4" = 1'-0" DRAWING BY: ARQ A-200 CHECKED BY: JBH Page 30 TOP OF RIDGE PROP. ATTIC REVISIONS DATE BY 1 COORDINATION 6-26-2026 ARQ 25'-8" TW21036 2 COORDINATION 8-10-2026 ARQ TW3046 TW3046 TW3046 3 COMMENTS 9-8-2026 ARQ PROP. 2ND FLOOR NEW TW21036 TW21036 EX EX EX 2 EXIST. 1ST FLOOR EX EX TW3046 EXIST. BASEMENT EXISTING & PROPOSED REAR ELEVATION 1/4" = 1'-0" DRAWING TITLE: EXIST. & PROPOSED ELEVATIONS TOP OF RIDGE PROJECT: HOME ALTERATION 12 PROJECT ADDRESS: 6 12 93 LOCUST AVENUE, 6 CORTLANDT MANOR PROP. ATTIC NY 10567 NYS EDUCATION LAW THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS 25'-8" PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL TW3046 TW3046 REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ 12 ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY 4 METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS PROP. 2ND FLOOR DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN ACCORDANCE WITH THE NYS EDUCATION LAW. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION EX "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EX 12 12 4 4 SEAL & SIGNATURE EXIST. 1ST FLOOR ED A RC T ER H S B. HERNA I E TE J OR I G G ND RE CT EX EZ TW3046 NEW E X C E L S IO R 030424- 1 RK ST A O TE O F NE W Y EXIST. BASEMENT EXP: 3-31-2029 2 DATE.: DWG. NO.: 05/19/2025 PROJECT NO.: 25-054 EXISTING & PROPOSED LEFT SIDE ELEVATION 1/4" = 1'-0" DRAWING BY: ARQ A-201 CHECKED BY: JBH Page 31 TOP OF RIDGE TOP OF RIDGE PROP. ATTIC PROP. ATTIC REVISIONS DATE BY 1 COORDINATION 6-26-2026 ARQ 3 2 COORDINATION 8-10-2026 ARQ 3 COMMENTS 9-8-2026 ARQ PROP. 2ND FLOOR PROP. 2ND FLOOR 12 EXIST. 1ST FLOOR EXIST. 1ST FLOOR CEILING BASEMENT EL: 4 5'-5" EL: 3 EL: 3 HT: 402.20' HT: 403.50' HT: 403.50' 7'-0" AVERAGE GRADE 3'-0" EXIST. BASEMENT EXIST. BASEMENT EL: 1 EL: 2 HT: 410.45' HT: 410.50' TOP OF RIDGE TOP OF RIDGE DRAWING TITLE: AVERAGE GRADE PROP. ATTIC PROP. ATTIC PROJECT: HOME ALTERATION PROJECT ADDRESS: 93 LOCUST AVENUE, PROP. 2ND FLOOR PROP. 2ND FLOOR CORTLANDT MANOR NY 10567 NYS EDUCATION LAW THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER THE PROJECT FOR WHICH IT IS MADE IS EXECUTED OR NOT. THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING WITH ARQ ARCHITECTURE EXIST. 1ST FLOOR EXIST. 1ST FLOOR PC. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION OF THE RIGHTS OF ARQ EL: 4 ARCHITECTURE PC. REPRODUCTION OR PUBLICATION BY ANY HT: 402.20' METHOD IN WHOLE OR IN PART IS PROHIBITED. TITLE TO THIS DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT PREJUDICE. NO MODIFICATIONS TO THIS DRAWING IN AVERAGE ACCORDANCE WITH THE NYS EDUCATION LAW. GRADE EL: 5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS HT: 405.90' ACTING UNDER THE DIRECTION OF A LICENSED EXIST. BASEMENT EXIST. BASEMENT PROFESSIONAL, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING LICENSED PROFESSIONAL SHALL EL: 6 EL: 7 AFFIX TO THEIR ITEM THEIR SEAL AND THE NOTATION HT: 409.30' HT: 410.30' "ALTERED BY" FOLLOWED BY THEIR SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SEAL & SIGNATURE GRADE - AVERAGE GROUND ELEVATION: ED A RC AVERAGE GRADE TAKEN AT THE CORNER T ER H AND MIDPOINT OF EACH ELEVATION. S B. HERNA I E TE J OR I G G ND RE CT ELEVATION 1 EL: 410.45' EZ ELEVATION 2 EL: 410.50' ELEVATION 3 EL: 403.50' ELEVATION 4 EL: 402.20' E X C E L S IO R 030424-1 RK ST ELEVATION 5 EL: 405.90' A TE O ELEVATION 6 EL: 409.30' O F NE W Y ELEVATION 7 EL: 410.30' EXP: 3-31-2029 AVERAGE GRADE : 407.45' DATE.: DWG. NO.: THE FIRST FLOOR IS LEES THAN 6 FEET 05/19/2025 ABOVE THE AVERAGE GRADE. PROJECT NO.: BASEMENT IS NOT STORY. 25-054 ATTIC IS NOT FINISHED. DRAWING BY: ARQ A-300 CHECKED BY: JBH