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HomeMy WebLinkAbout2021/2022 Planning Board File RECEIVED JAN 14 2022 VILLAGE CLERK'S OFFICE January 13, 2022 APPROVED 6-0 RESOLUTION GRANTING SITE PLAN APPROVAL FOR PROPERTY LOCATED AT 47 HAWTHORNE AVENUE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, John G. Scarlato Jr., RA, on behalf of the property owners, Mark & Mary Miller, submitted an application for approval of a Site Plan the construction of a two- story, single-family home with a driveway on property located at 47 Hawthorne Avenue, known as Section 135.75, Block 1, Lot 82 on the Town of Rye Tax Map, in the R-15A Zoning District in the Scenic Roads Overlay District; and WHEREAS, the Planning Board is the approval authority for the site plan application pursuant to Sections 179-2.A(2), 209-1.A(2)(a), 209-1.8(4) and 209-1.C(3) of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 9/10/21; 2. Applications for Site Plan Approval; 3. Site Plan Submittal Review Checklists; 4. Building Permit Check Lists & Zoning Analysis; 5. Exterior Building Permit Application; 6. Application for Subdivision of Land; 7. A Subdivision Plat entitled, "Subdivision Map of Property prepared for Mark& Mary Miller," prepared by Richard A. Spinelli, LLS. 8. A plan labeled "Drawing No. A-1" entitled "Site Plan for Existing House and New Driveway," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 9. A plan labeled "Drawing No. P-1" entitled "Landscape Plan for New Home," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 10. The following architectural plans generally entitled, "Miller Residence" prepared by John G. Scarlato Jr. Architect, last revised 10/25/21: a. Drawing No. A-1, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes," b. Drawing No. A-2, "Exterior Elevations, Sections" c. Drawing No. A-3, "Exterior Elevations, Sections" d. Drawing No. A-4, "Details and Notes" e. Drawing No. A-5, "Basement/Foundation, Construction Plan" f. Drawing No. A-6, "First Floor Construction Plan" g. Drawing No. A-7, "Second Floor Construction Plan" -I- h. Drawing No. A-8, "Roof Plan." 11. The following engineering plans generally entitled, "Miller Residence" prepared Christopher S. Utschig, PE, last revised 9/1/21: a. Sheet 1 of 2, "Site Plan," b. Sheet 2 of 2, "Construction Details." 12. A Topographic Survey prepared by Richard A. Spinelli, LLS, dated 9/27/20. 13. Driveway Sight Distance report prepared by Christopher S. Utschig, P.E. dated 10/27/21; and WHEREAS, the Proposed Action is a Type II Action pursuant to 6 NYCRR 617.5(c)(11) of the State Environmental Quality Review Act ("SEQRA") requiring no further environmental review; and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information and submitted comments regarding the site plan; and WHEREAS, a duly advertised public hearing on the application was opened by the Planning Board on November 18, 2021 and continued to January 13, 2022 on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on January 13, 2022; and WHEREAS, due to public health and safety concerns related to the current COVID-19 pandemic, the January 13, 2022 meeting of the Planning Board at which this application was heard, was duly noticed and held via videoconference in accordance with Part E of Chapter 417 of the Laws of 2021 the which suspend the "in-person" requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the Planning Board has considered the site plan review standards set forth in Chapter 209 of the Village Code; and WHEREAS, the Planning Board has considered the Scenic Roads Overlay District standards set forth in Village Code § 250-7.F(6), particularly in relation to the visibility of the proposed construction in the North Ridge Street Scenic Roads Overlay District; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW, THEREFORE, BE IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the site plan to construct a new a -2- new two-story, single-family home with a driveway located at 47 Hawthorne Avenue in the Scenic Roads Overlay District; upon the following conditions: 1. The Planning Board hereby waives that requirement for the submission of a Construction Management Plan pursuant to Village Code § 209-2.B. The Applicant shall submit a Construction Management Plan 2. The Landscape Plan should be revised to provide a note describing how the areas of disturbance will be restored and replanted. BE IT FURTHER RESOLVER, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Mr. Morlino, seconded by Ms. Schoen, Superintendent of Public Works/Village Engineer, called the roll: MR. GOTTLIEB Voting Aye MR. GR.ZAN Voting Aye MR, MORLINO Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Aye CHAIRMAN GOODMAN Voting Aye -3- RECEIVED JAN 14 2022 January 13, 2022 APPROVED 6-0 VILLAGE CLERK'S OFFICE RESOLUTION GRANTING PRELIMINARY AND FINAL APPROVAL FOR SUBDIVISION (LOT LINE ADJUSTMENT) FOR PROPERTY LOCATED AT 47 AND 51 HAWTHORNE VILLAGE OF RYE BROOD PLANNING BOARD WHEREAS,John G. Scarlato Jr., RA, on behalf of the property owners, Mark & Mary Miller, submitted an application for approval of a subdivision plat to relocate the common side lot line between the two properties located at 47 & 51 Hawthorne Avenue, known as Section 135.75, Block 1,Lot 82 and Section 135.75 Block 1, Lot 83, respectively, on the Town of Rye Tax Map, in the R-15A Zoning District in the Scenic Roads Overlay District; and WHEREAS, the Village of Rye Brook Planning Board is the approval authority pursuant to Sections 179-2.A(1) and 219-23 of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 9/10/21; 2. Applications for Site Plan Approval; 3. Site Plan Submittal Review Checklists; 4. Building Permit Check Lists & Zoning Analysis; 5. Exterior Building Permit Application; 6. Application for Subdivision of Land; 7. A Subdivision Plat entitled, "Subdivision Map of Property prepared for Mark& Mary Miller," prepared by Richard A. Spinelli, LLS. 8. A plan labeled "Drawing No. A-1" entitled "Site Plan for Existing House and New Driveway," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 9. A plan labeled "Drawing No. P-1" entitled "Landscape Plan for New Home," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 10.The following architectural plans generally entitled, "Miller Residence" prepared by John G. Scarlato Jr. Architect, last revised 10/25/21: a. Drawing No. A-1, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes," b. Drawing No. A-2, "Exterior Elevations, Sections" c. Drawing No. A-3, "Exterior Elevations, Sections" d. Drawing No. A-4, "Details and Notes" e. Drawing No. A-5, `Basement/Foundation, Construction Plan" f. Drawing No. A-6, "First Floor Construction Plan" g. Drawing No. A-7, "Second Floor Construction Plan" h. Drawing No. A-8, "Roof Plan." -1- 11.The following engineering plans generally entitled, "Miller Residence" prepared Christopher S. Utschig, PE, last revised 9/1/21: a. Sheet 1 of 2, "Site Plan," b. Sheet 2 of 2, "Construction Details." 12. A Topographic Survey prepared by Richard A. Spinelli,LLS, dated 9/27/20. 13. Driveway Sight Distance report prepared by Christopher S. Utschig, P.E. dated 10/27/21; and WHEREAS, the proposed action is a Type II action pursuant to 6 NYCRR 617.5(c)(16) of the State Environmental Quality Review Act (SEQRA)requiring no further environmental review is required; and WHEREAS, the Village Planning Consultant, Village staff and the Planning Board reviewed the information and submitted comments regarding the subdivision; and WHEREAS, the application proposes that 14,254.3 square feet of lot area from 51 Hawthorne Avenue would be transferred to the lot area of 47 Hawthorne Avenue, thereby reducing the lot area of 51 Hawthorne Avenue to 17,436.4 square feet and increasing the lot area of 47 Hawthorne Avenue to 27, 253.5 square feet; and WHEREAS, a duly advertised public hearing on the application was opened by the Planning Board on November 18, 2021 and continued to January 13, 2022 on the subject application, at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said application and the Planning Board closed the public hearing on January 13, 2022; and WHEREAS, due to public health and safety concerns related to the current COVID-19 pandemic, the January 13, 2022 meeting of the Planning Board at which this application was heard, was duly noticed and held via videoconference in accordance with Part E of Chapter 417 of the Laws of 2021 the which suspend the "in-person" requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the Planning Board is familiar with the site and all aspects of the project. NOW THEREFORE BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby grants Preliminary Subdivision Plat Approval, as shown on the application materials enumerated above. BE IT FURTHER RESOLVED, that the Planning Board hereby finds that the Final Subdivision Plat will not be substantively changed from the Preliminary Subdivision Plat and hereby determines that a public hearing on the Final Plat is not required; and -2- BE IT FURTHER RESOLVED, that the Planning Board hereby grants Final Subdivision Plat Approval, as shown on the application materials enumerated above, and the Planning Board Chairman is authorized to sign such plat subject to the following conditions and modifications which must be satisfied prior to the signing of the Final Subdivision Plat by the Planning Board Chairman: a. The Applicant shall prepare a Final Subdivision Plat in accordance with Section 219-32 of the Village of Rye Brook Subdivision Regulations, which shall include the Town of Rye tax lot designations for the subject lots. Upon obtaining a satisfactory review by the Village Engineer/Superintendent of Public Works, the Final Subdivision Plat shall be submitted for review and signature to the Westchester County Department of Health. The signature of the Department of Health shall be required prior to the signing of the Final Plat by the Planning Board Chairman. b. The Applicant shall submit a statement signed by the Town of Rye Receiver of Taxes that all taxes due for both lots have been paid. C. All applicable fees and professional review fees incurred in connection with review of this application shall be paid in full; and BE IT FURTHER RESOLVED, that this conditional approval of the Final Subdivision Plat shall expire one hundred eighty (180) days from the date of the adoption of this resolution unless all conditions set forth above have been certified as completed and the Final Plat has been submitted for endorsement by the Planning Board Chairman, or unless a written request for an extension of Final Subdivision Plat Approval is granted by the Planning Board. The Planning Board may grant ninety (90) day extensions to said time period. BE IT FURTHER RESOLVED, that once the Final Subdivision Plat has been endorsed by the Planning Board Chairman, said plat must be filed in the Westchester County Clerk's Office within sixty-two (62) days. After said filing, two (2) copies of the Final Subdivision Plat shall be submitted to the Village. BE IT FURTHER RESOLVED, that no permits shall be issued by the Building Department until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Ms. Schoen, seconded by Mr. Morlino, Mr. Michal Nowak, Village Engineer/Superintendent of Public Works, called the roll: MR. GOTTLIEB Voting Aye MR. GRZAN Voting Aye -3- MR. MORLINO Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Aye CHAIRMAN GOODMAN Voting Aye -4- Bum MENT W1 V1L F OF RYE OOK REVIS 938 KING ET RYE BR ,NY 1 N SEP 2021 w ` . _0 r DATE OK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# : Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# ' Other: Application Fee: Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 9—c10—C 1 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: -41 a yp_ (_ L o-r J.tw Rw 5 e,� 2. Parcel ID#: I 'J s-. ?5- 9 Z Zone: R 3. Proposed Improvement(Describe in detail): Ekkj Or1e, I-Joni 4. Property Owner: In !k irLY_ T`r i rn :il=rL Address: Z, TJ (Z,%V L J Q u-V" B 4 4e. , NJ J Q S 8 Phone# Cell# 0 14) T,ti 7,7 e-mail IncAnj rn i IlaK G L4i4} t► C List All Other Properties Owned in Rye Brook: Applicant: 'A%9-C r\A7ec7'- Address: Phone# Cell# e-mail Architect:_:�Tol.+. 6 , S C-wr`l 0.,-4-0 Address:_ �j3 b'AYaf" 1A 0\ (Upro 61_Lm(,-NK0 Phone# 014,,) Z 7 3-73.5-a Cell# 141 - J 4- 015 Z. e-mail .3`6 SCrA 1U_A Pe Engineer: l+�l Address: Phone# Cell# e-mail General Contractor: Address: Phone# Cell# e-mail (E) 8/12/2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction:1 'rraw+i!__1 Post-construction: / 66fn/4,4 6. Area of lot: Square feet: z-7 Z53.5 7. 1 54ca�p gLopt, ZS'Of PJCcres: .S7 7. Dimensions from proposed building or structure to lot lines: front yard: '4 S rear yard: a right side yard: __q left side yard: Z$ other: 8. If building is located on a corner lot,which street does it front on: 9. Area of proposed building in square feet: Basement: Z41 1"fl: Z 81 S 2°dfl: Z 6 L r 3"1 fl: 10. Total Square Footage of the proposed new construction: [I c)7 11. For additions, total square footage added: Basement: — 11 fl: 2"d fl: 3'd fl: 12. Total Square Footage of the proposed renovation to the existing structure: �- 13. N.Y. State Construction Classification: _9� N.Y. State Use Classification: LZZ 14. Number of stories: _. Overall Height: Z 8 Median Height: Z S, 7 r 15. Basement to be full,or partial: FU Lt— finished or unfinished: U n ic( n t S 1,e o 16. What material is the exterior finish:, -te Q I00'rtom 5I'D)n 1 17. Roof style;peaked,hip,mansard,shed,etc: �G 544_ Roofing material; /rn n 18. What system of heating: P4 n,, 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes:_ ," No: (if yes, applicant must submit a separate Automatic Fire Suppression Svstem Permit application,&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq. ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: V No: Area: 22. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: '✓ No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No:y..,, (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft. of a Wetland as per§245 of Village Code? Yes: No: (f yes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes : No: ✓ (if yes,the area and elevations of'the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: ✓ No: (if yes,applicant must submit a Tree Removal Permil Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (if yes,a Nome Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property; 29. What is the total estimated cost of construction: $ '7� 0 Note:The estimated cost shall include all site improvements,labor, material,scaffol tng,ftxe uipment,prof ssional fees, in di g any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an a itional fee will be required prior o issuance of the C/O. 30. Estimated date of completion: (2) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: -4] JAGI!j�g_P"'�Section: �Sa7�- Block: 1 Lot: 8-L I PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SO. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4%m 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: z I z s 3.-S- baWIL 5 94wp- 1. AREA OF LOT 17-,141 Z- Sq. Ft. zr_ e(.(..S Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) O Sq. Ft. .3ac 1 Sq. Ft. b. Area of 1$'Floor Divided By Area of Lot x 100 % Z- 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) t3 Sq. Ft. U Sq. Ft, a. Coverage of Accessory Building. Area of Accessory Building Divided By Area of Lot x 100 4. AREA OF DECK C> Sq. Ft. ©A Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % • % I attest to the best of my knowledge and belief, the above information is correct. A— "4 f Phitect's'Sigfh-� (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 939 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 4+O ti r4 . _o0 Section: ]3Y, -75- Block: V. Lot: 6Z Zone: IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts,swimming pools,patios,sidewalks,ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%} Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area" is the minimum end of the lot size =R2 30 range in the"Lot Area"column Area of lot: ZS © s q.ft. Existing Allowed Proposed Total impervious coverage = Sq.ft. VfP S . ft. L} $ Z S ,ft, Front impervious coverage = % 35' % I . 1 I attest to the best of my knowledge and belief, the above information is correct. chitecCs Signature (4) &f 12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: A-1 AAt-Section: ) Vj, 757 Block: I Lot: P2- MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = -43-7 Sq. Feet b. Existing = 6 Sq. Feet c. Proposed = 4 3 U(0-5 Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height!Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vlll of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTINO PROPOSED REOU/RED FRONT: FRONT: FRONT: .44 0--35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 RLZ5 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R f5 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: ,,toy FRONT: .80 R--SSA SIDE: SIDE:7 Z SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT. FRONT: .80 ,RL10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 0-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Ar itect's Signature (5) 8112/2021 BUILD MENT I V__9 I"� U V Ll= D AIL E OF RY 1 REVS 938 K >hING T RYE BR ,NY 1 -R3AN CEP 2 U 2021 DINE OK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §21 b • NORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 3f, , residing at, '7„1�&KK &Z1yc ,So-�� 09444, "AMC-) Jf (Print name) )'(Address where you live .� being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 4-1 �# ti� i2 , Rye Brook, NY. (job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature of Property Owner( )1 r- (Print Nance of Property Owner(s)) Sworn to before me this r) C) day of S t_ , 20,2_� - ���_,' V"'at, (Notary Public) SHARI MEULLO Notary Public,State of New York No. 01 ME6160063 O talifled in Westchester County (6) Commission Exoires J' uary 29.20 :/12/2021 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this permit application will delay the permitu a(K CHIIVV n — 0 FsEP 2 0 2021 Vl l_ OOK AIB DING DEPARTMENT Notice of Utilization of Truss Type, Pre-Engineeoo€h_ or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: � �h !� ScAr Ic,-b Subject Propert Please take notice that the subject; X One or Two Family; ❑ Commercial, �4 New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction (TT) 9 Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) ;4 Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§iz64 for Commercial Buildings, and NYCRR§i265 for One&Two Family Dwellings. Date i P fessio l J 90 Z , Date r y Owner bDate la Pu s ESHARI M LO No ry Public,State of New York No. 01 LIE610.00C,3 Ouali5ed in Westchester County OnmrnissirtnEKniros I gIarv29 204 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WEST NESTER ) as: C'O�A 6 r oA% Bing duly sworn, deposes and states that he/she is the applicant above natned, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the A42,92C for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code, the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this 2�--) Sworn to before me this Cg c> day of )C('� , 2Q\ day of M , 20� Signature of Property Owner gnature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO SHARI MELILLO Notary Public, State of New York Notary Public, State of New York Nrr. 01 M,L 61 cQC 33 No. 01 MEG13CU33 O salrfied in W'estCl-t­,ster County- 0,sal?{fed in We9tchester County COrnmission Exnirr�q, .-?[? �n C(1r3 migsion ExnIPR�.I (8) 8/12/2021 BUIL MEN VIL E OF RYI OOKrN pjA :1 Q� DD SEP 2 0 2021 938 KING ET RYE BIB ,NYp F RYE B ROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Date: Attach Resolution Hereto: OT[ ] PB[ ] ZBA[ ] Chairman: SITE PLAN FEE: Sa5. cb DATE PAID: ENVIRONMENTAL FEE: cXj DATE PAID: cX c7Su� OTHER., APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION& SEDIMENT CONTROL,§213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.rvebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- S325.00,plus$200.00 per additional dwelling unit. Nan-Residential Buildings- $475.00,plus $30.00 per parking space. Planned Unit Development-$600.00,per acre PUD Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee$2,500.00 to be determined by the Village Engineer. Application fees are non-refundable. The applicant's Escrow Accouter must have a positive balance at all times pricer to any Consultant, Attorney, or Village review. Escrow Fees and Site Plan Fees must be paid on.separate checks made pgvable to the Village of Rye Brook, 1. Site Address: '1 40.k0+AW)n rt, Parcel ID#: )35-.IS--I -glZoneA-USIA 2. Property Owner:_ f''+Q ay— an 1p_�0.{Z�� � �kA1 Address: Zc� PmCL OiLlVi- S o4hl,� (��l E-Mail: ['n rrti II r 4�°.�zmAt errs Tel.#: 9 r4 (0,7 Z �, Z7 °s�o Other: 3. Applicant: Address: E-Mail: Tel.#: Other: 4. Design Professional: -`Tbl N^ G SL(s r-}" ,- Address: 33 a�5 Ctr. )l4x i k f D AjZj NLJ4*--Mail: �SLGyr1 a•���G,'�'Ig l(,,t ar>h - - Tel.#: C1f4)Z,73- 73-S-0 rosw Other: 5. Designate to whom correspondence is to be sent: Aft-+ 1` 0' Note; IT applicant is a"Contract Vendee please attach a copy of the contact summary with financial and confidential terms deleted. l 8/12/2021 6. Street which property abuts: V'P— I tl QtZ_,- Q 7. Does property connect directly into State or County highway? ( )NO (Vf"YES: 6 e-' - 8. Is site within 500 feet of Village Boundary? 6() NO ( }YES if yes note all bordering municipalities: 9. Total area of site: (o Area of site activity: 4 8 8 Z 10. Site coverage: %; Building coverage: 3ao1 % 11. Existing building size: Q New/additional building size: -4_ 6 G 12. Existing parking spaces: O New parking spaces: 13. Nature of proposed activity: P4L0 6n'e_ 1�4 r►I Please note that this application must include the notarized signature(s) of the legal owner(s) of the above-mentioned property, in the space provided below.Any application not bearing the legal property owner's notarized signature(s) shall be deemed null and void, and will be returned to the applicant. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: --UMG SC06,," 1&AnxAo ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the A!KCA�Ae� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attomey,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this go Sworn to before me this 0%3 day of , 2( da of , 202 k Publ' N ary Public S'Mr ure f Pro O ignature of Applicant M1 � �� 7An G -5 c-w.- (7o- Print Name of Property Owner Print Name of Applicant SHAHI MEULLO SHARI MELILLO Notary Public,State of New York Notary Public,State of New York No,01 ME61 MM No. 01 ME6160063 ©°Iali`ied hj Westchester County Ouali`ied In Westchester County 3 C mm�rtiseinn FXnirRs 1' 1mry 29 2r) Commission EKDires J- uary 29.20ZL 2 811212021 MR _ VILL ' OF RY OOK 938 King S Rye Broo ` Y. 10573 9 9-07 -r SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village 'Website at: www.ryebrook.orR. Prior to the appearance before ANY meeting or hearing of the Planning Board, the applicant must comply with all Notification Requirements of Code Section 250-40. SITE PLAN SUBMITTAL SHALL INCLUDE: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (I) record set with original signatures, dates and seals shall be provided and submitted with two (2) copies that clearly indicate the signatures, dates,and seals shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting& Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: f- 1 1 �tp_� g'eS 11?e r1Ls� Applicant: ltirN .S CA -I a. t-f -lee3� Address: j u - / 11 PdQ � !''ta+"+K, Ill /if S Tel. #: L11A) ']3� i _Fax: E-Mail: SC xrle, 4b T Project Name: m 1�\,P{ n Project Address:_ iO Current Property Owner: YYl 0l fU , nyn)n a r 4 no t l Address: 7..01 Part, So J 4'1A 1,_ AqeTkT j OV 0 Tel. #: [ )4) 4,n —'Z I-0 Fax: E-MailP-)Or!j th iIt4e t` 6 W_6rr.cYL.r.. _ IDENTIFICATION OF PROPERTY: Identifying Title: in � 11-e� Tax Designation: Section: 7S Block: _I Lot: Z, Zoning District:2-1514 Street which property abuts: Q njo wc44 Plan Submission Date: Site Plan Checklist Page 1 of 8/12/2021 Project Address Y N NA PLAN REQUIREMENTS 0 O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. (0 O O One(1)electronic copy of all submitted plans and surveys. 0 O O Topographic Survey stamped by New York.State Land Surveyor with license number and seal. 0 O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. O O O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. ® O O Name of the proposed subdivision plan. 6 O O Name and address of the owner of record. ® O O Name and address of the applicant. O O 0 Deed reference(s). (4 O O Names, addresses and signature of every Engineer, Architect, Land Surveyor or Soil Scientist whose professional seal appears on any site plan submitted to the Board. 00 O North arrow and scale. Q O O Location map at the minimum scale of I"equals 1,000 feet. ® O O Area of all lots, in square feet. • O O Engineering notes on plans as stated in application packages. O & O Copies of all existing and proposed deed restrictions or covenants applying to the property, including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation,and open space areas. O 0 O Any prior land use approvals with respect to the subject property. 000 Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept. to replace those sheets previously submitted. % O O Other existing site improvements, including,but not limited to, fences,landscape or retaining walls, landscaping & screening. 000 Location of all buildings and structures on the premises and approximate location of all neighboring buildings or structures within 100 feet of the lot line. 4 00 Fees paid to The Village of Rye Brook Building Department. 19 O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle V N NA ABUTTING PROPER TYINFORMA TION 0 O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. 0 O O Zoning and use of abutting properties noted on plans. 4 O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O 0 Location and description of existing easements within one hundred(100)feet of the site. O O 9 Location of existing private or public trails within one hundred(100)feet of the site. O O it Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O Q Location of proposed parkland.If none state nearest recreation facility O O 0 Location of existing septic system leach fields within two hundred(200)feet of the site. O O * Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 8/12/2021 Project Address 't f A4-4- O O Q The location of all existing watercourses,intermittent streams, wetland areas and springs, consistent with the definitions set forth in Chapter 245, Wetlands and Watercourses,of the Code of the Village of Rye Brook. Y N NA PROPOSED SITE PLAN INFORMATION O O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. • O O Location of all building setback lines. 6 O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. O O 6 The location and characteristics of the different areas of vegetation, including the identification of all individual trees 12 or more inches in diameter at breast height("DBH"), protected trees of any size,as well as stands of trees and wooded areas, within areas of proposed disturbance, consistent with the provisions of Chapter 235, Trees, of the Code of the Village of Rye Brook. O 6 O Location and proposed development of all buffer areas, including existing vegetative cover. 000 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 6 O O Shape,size,height and location of all existing and proposed buildings. O O 6 Location and description of any existing and proposed easements. Q O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. O O 6 Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O O 0 Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O ! Design and location of all existing and proposed wells,septic tanks and leach field systems, or methods of waste water disposal. 6 O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. O O 6 Location,size and proposed screening of outdoor storage areas, if any. O1 O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O O Exterior lighting plan and proposed signs to be located on site, including sign orientation,size,height,and elevation view. O O b Storm drainage plan and plans for snow removal and storage. O O 6 Pedestrian and automobile circulation plan. 6 O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 41 O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. 49 O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control," of the Code of the Village of Rye Brook. ® O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O 6 Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. O O 40 Location of any common lands and/or public lands. O O 40 Phasing or an estimated project construction schedule. O O • Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 Project Address .4-7 F"mcw_ (�� 4000 Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground O O 0 Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O O 0 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O # Cross sections of steep slope areas. O O 0 Retaining walls or like constructions,with details of construction. O O O Approximate boundaries of any areas subject to flooding or stormwater overflows,including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook. Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O O d Location of fire and other emergency zones,including the location of fire hydrants. O O 4 Studies to include,but not necessarily limited to: environmental impact analysis,wildlife,traffic,stormwater management,recreation,public service,fiscal impact,visual impact and historic significance documentation,or a written request to waive the submission requirements for these studies. O 00 Amount of any bonds required. O 00 Amount of excavated material to be removed from site, if any. Y N NA OTHER (as applicable) O 00 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O # Identification of any federal,state or county permits required for the project's execution, including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O 0 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WESTCHESTER COUNTY PLANNING BOARD Notice to Applieants[Developers: At some point during the development review process your project may be referred to the Westchester County Planning Board for review and comment in accordance with state and county laws that require local planning boards, zoning boards of appeals and governing bodies to refer certain development applications to the County Planning Board. Referral to the County Planning Board may not occur until your project has progressed well along through the design process. Since the Planning Board's comments may impact project design, this checklist is provided to encourage early consideration of these areas of concern by applicants to avoid project changes later. For information on the County Planning Board review process and to access an electronic copy of this checklist, go online to www.westchestergov.com/planningreferrals or contact Lukas Herbert at lah5@westchestergov.com. I.COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning, adopted by the County Planning Board on 5/6/08,amended 115110,can be found at ww.westchestergov.com/2025. ❑ Westchester 2025: Policies should be reviewed to determine how they relate to the development proposal. H. IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure. In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 8/12/2021 Project Address !!4] f nd, Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpwlbldgperm.htni. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bidgperm.htm ❑ COUNTY PARK: New construction & land alteration projects adjacent to County parks are expected to address screening & buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas, ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(1&1) into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.com/transportation/images/Bus%ZOService%2OGu idelines.pdf ❑FAIR AND AFFORDABLE HOUSING: Many municipalities require inclusion of fair & affordable units in new developments. Financial assistance to achieve fair & affordable housing development is available through Westchester County & other sources. Applications that include new residential units to be affirmatively marketed & sold or rented subject to fair & affordable housing provisions should be tied to Westchester County guidelines on affordability including income guidelines of eligible households that can be found at: http://homes.westchestergov.com/. If County funding is sought to develop fair & affordable housing,the County Board of Legislators must be included as an involved agency under SEAR. ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to: www.westchestergov.com/environment—recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at: www.westchestergov.com/dpw/bldgperrn.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson, Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.corn/planning/maps&lists/drainbasinsI Ixl7.html ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at: planning.westchestergov.corn/index.php?option=com content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address 47 ❑Development that involves filling, creation of impervious surfaces or buildings and substantive loss of natural vegetation in a floodplain or flood prone area should be avoided. ❑Above ground, vegetated retention/detention basins or devices are preferred because they perform better, arc easier to inspect and maintain and provide additional environmental benefits over subsurface structural devices. Any such treatments should not be constructed within wetlands or buffer areas around wetlands. ❑The development should treat and retain as much stormwater on-site as possible, particularly when the site is located in a drainage basin with known flooding problems. A Construction Stormwater Toolbox with tools and sources of technical information related to the construction activities and stormwater management best practices is available from the New York State Department of Environmental Conservation at: www.dcc.ny.gov/chemical/8694,htmi ❑New development should include protection of aquatic resources. For more information about protection of aquatic resourc-es & buffer areas,go to:planning.westchestergov.eom/index.php?option=com_content&task=view&id=1491&Itemid=2458 El Impervious cover should be minimized. Permeable paving surfaces should be used where feasible.Vegetative rain gardens should be used, particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.com/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT. Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces. Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as: renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces. Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 Project Address -4, } n,,Q. A4.`Q„ ❑ Landscaping should consist of native plant species appropriate for the location. Invasive plant species should be prohibited. Invasive plant information available at: www.westchestergov.com/planning/environmental/ReportsflnvasivePlantsBrochO8.pdf ❑ Pollutant tolerant plantings should effectively shield parking,loading areas and refuse collection sites. ❑ Site lighting should be provided at the lowest safe levels and lowest heights,avoiding all spillage off site. ❑ PEDESTRIANS. Safe,convenient and ADA accessible pedestrian access is provided. ❑ A sidewalk should be provided along the site frontage along each street. ❑ Direct pedestrian connections should be made from the front of the building to the sidewalk.Pedestrian crossings of drive-ways& parking lots should be minimized or avoided. if they must be provided,painted crosswalks should be provided through parking lots. ❑ ADA accessibility must be provided. ❑ BICYCLISTS. Provisions for bicyclists should be incorporated into project design. ❑ Bicycle parking should be provided in commercial and residential developments. Guidelines can be found at: www.apbp.org/resource/resmgr/publ ications/bicycl e_parki ng_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing, and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification_of Completion of Checklist 1 have fully reviewed the Village of Rye Brook's requirements and certify this application to be a complete submission. I understand that an incomplete plat or incomplete checklist shall be deemed an incomplete submission and shall be returned to the applicant upon determination of such by the appropriate authority. Name(Print) �� A�lE,�k, ;ESL ,25. ,4 r t, -. ti ' C� 6Ca;e►�F 1 O Signature .a r - Date �;�/ � 025260'1 ��` !. sstonal eal Site Plan Checklist Page 7 of 7 8/12/2021 Short Environmental Assessment.Form Part 1 - Project Information SEP 14 2021 LO Instructions for Compietin>x I VILLAGE OF RYE BROOK BUILDING DEPARTMENT Part I—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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I —Project and Sponsor Information Miller new home Jahn Scariato Jr Architect Name of Action or Project: Miller new Home Project Location(describe,and attach a location map): 47 Hawthorne Avenue,Rye Brook,NY 10573 Brief Description of Proposed Action: Re subdivide the two lots into two more equal size lots and build a new one family home on vacant lot and add a detached two car garage and new driveway to lot with existing non comforning home. Name of Applicant or Sponsor: Telephone:p 914 273-7350 John G.Scarlato Jr.Architect E-Mail: JGscariato@gmai[.com Address: 33 Byram Hill Road City/PO: State: Zip Code: Armonk NY 10504 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 W-1 ❑ 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:Building permit from the Village of Rye Brook 3. a. Total acreage of the site of the proposed action? 0.3 acres b.Total acreage to be physically disturbed? .01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.3 acres 4. Check all land uses that occur on, are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural (non-agriculture) ❑ Industrial ❑ Commercial ® Residential (suburban) ❑ forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page i of 3 5. Is the proposed action, NO YES NIA a, A permitted use under(lie zoning regulations? ❑ � ❑ b. Consistent with the adopted comprehensive plan? ❑ 0 Z NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ it 1 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: z 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES❑✓ ❑ 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 O 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 IFNo, 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 fisted 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? z ❑ 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: litY� • Q !(�` Page 2 of 3 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 ❑ Carly 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? 7 ❑ 16. Is the project site located in the I00-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? I ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ Q If Yes, briefly describe: k�*, A new dry well system will be Installed to control the water run off or all the new Impervious surfaces. k.:.:7. .JVllit 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: ® ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: John G.ScarlatoJr.Architect Date: 9-10-21 Signature: John G.Scadato Jr. Title:Architect PRINT FORM Page 3 ©f 3 EAF Mapper Summary Report Friday, September 10, 2021 11:30 AM Disclaimer: The EAF Mapper is a screening tool Intended to assist 135 75 %Ulc.A- project sponsors and reviewing agencies in preparing an environmental .4 ­. - �"1. 1 assessment form(EAF).Not all questions asked In the EAF are vj;z 4, -110 .j Id by[he EAF Mapper.Additional information on any EAF ?,6- -32, 135 .5-1 answers —T- question can be obtained by consulting he EAF Workbooks. Although r' the EAF Mapper provides the most up-to-date digital data available to 1 R!" -5y 35...... .......5-- DEC,you may also need to contact local or other data sources In order 146 i6' to obtain data not provided by the Mapper.Digital date is not a substitute for agency determinations, 13 fii�i- .7 A.135r75 7.7 12-2 A 351- 13 5 3"6' -14W 2Y 13 '75-1 7 1 5-5-i�-B 4 —j - 135,75-14- -2-32 -1. , , reTl 76 A 35 475 1, -IN I _ 5 ;� 1,35. 6" 355,�7 1�- PC -4 4:-jN 43 475� -2�66. 1-35 r 1661 35 70-1-79 -15 7, 5P .. ........ I-35 834-30 83-1-272-\ "IJ .8 k �435 83=1-257'- .135)8 4-'1!-2 :8 3 _3' v.;& �F� ' K n- xunaq tsn- sp.ti-lina Ir'long.,.Kan rM .i'llan4,!N 64 b b e<;IS S 'launim V 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] No Part I / Question 13a [Wetlands or Other No Regulated Waterbodies] Part I /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 11 Question 20 (Remediation Site) No Short Environmental Assessment Form - EAF Mapper Summary Report P-M., 14ardest 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 WW &Hanovyer T: 914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: October 8, 2021 Subject: 51 & 47 Hawthorne Avenue —Applications for Approval of a Subdivision and Site Plans and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by John G. Scarlato Jr., RA on behalf of the property owners, Mark & Mary Miller, for approval of a Subdivision and Site Plans for a lot line adjustment and the construction of a two-story, single-family home with a driveway and a driveway at the existing home the properties located at 51 & 47 Hawthorne Avenue, SBL 135.75-1-82 & 135.75-1-83 on the Town of Rye Tax Map, in the R-15A Zoning District and the Scenic Roads Overlay District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 9/10/21; 2. Applications for Site Plan Approval; 3. Site Plan Submittal Review Checklists; 4. Building Permit Check Lists & Zoning Analysis; 5. Exterior Building Permit Application; 6. Application for Subdivision of Land; 7. A Subdivision Plat entitled, "Subdivision Map of Property prepared for Mark & Mary Miller," prepared by Richard A. Spinelli, LLS. 8. A plan labeled "Drawing No. A-1" entitled "Site Plan for Existing House and New Driveway," prepared by John G. Scarlato Jr. Architect, dated 9/1/21; 9. A plan labeled "Drawing No. P-1" entitled "Landscape Plan for New Home," prepared by John G. Scarlato Jr. Architect, dated 8/10/21; 10. The following architectural plans generally entitled, "Miller Residence" prepared by John G. Scarlato Jr. Architect, dated 9/1/21 : a. Drawing No. A-1, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes," b. Drawing No. A-2, "Exterior Elevations, Sections" C. Drawing No. A-3, "Exterior Elevations, Sections" d. Drawing No. A-4, "Details and Notes" e. Drawing No. A-5, "Basement/Foundation, Construction Plan" I-mpg 0 Hardesty im &Hanover engineering that moves you f. Drawing No. A-6, "First Floor Construction Plan" g. Drawing No. A-7, "Second Floor Construction Plan" h. Drawing No. A-6, "Roof Plan" 11. The following engineering plans generally entitled, "Miller Residence" prepared Christopher S. Utschig, PE, last revised 9/1/21: a. Sheet 1 of 2, "Site Plan," b. Sheet 2 of 2, "Construction Details." 12. A Topographic Survey prepared by Richard A. Spinelli, LLS, dated 9/27/20. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves a lot line adjustment and the construction of a single-family home. Subdivision Plat. The plat should be revised to show the existing lot line to be abandoned. Site Plan Review for 47 Hawthorne Avenue(Lot with Proposed Home) 1. Sight Distance Measurements. Stopping Sight Distance (SSD) with a roadway profile should be provided for the proposed driveway. The required SSD should be based on 30 miles per hour. 2. Scenic Road Overlay District (SROD). The property is located within the North Ridge Street SROD, which includes special regulations to help protect the scenic qualities of North Ridge Street including a 35-foot vegetative buffer along the street frontage. The installation of the Cultec units will occur within the buffer. The Landscape Plan should be revised to note how the areas of disturbance will be restored and replanted. In addition, it appears that the existing trees have been noted on the Landscape Plan. However, the size and species have not been provided. The plan should be revised to provide this information to assist the Planning Board in their review of the vegetative buffer. Based on the size of the existing trees, additional landscaping may be required. 3. Tree Preservation and Protection. A survey of existing regulated trees on the property should be provided to comply with the requirements of Chapter 235 of the Village Code. As noted above, the site plan should provide a tree survey and clearly show the locations of all the existing regulated trees on the lot (including size, species and condition), and all trees to be removed during construction. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. The location, size and species of all replacement trees should also be provided on the Landscaping Plan. Required tree protection measures to be installed during construction for all trees to I-mpg 0 Hardesty imOanover engineering that moves you remain should be shown on the plans. The site plan also should include the standard Rye Brook tree protection details and notes included in Chapter 235. 4. Landscaping. The proposed Japanese and English Yew should be replaced with a native, non-invasive species. 5. Site Plan. We question if the area of concrete shown on the site plan that straddles the property line is proposed to be removed. Site Plan Review for 51 Hawthorne Avenue(Lot with Existing Home) 6. Sight Distance Measurements. Stopping Sight Distance (SSD) with a roadway profile should be provided for the proposed driveway. The required SSD should be based on 30 miles per hour. 7. Tree Replacement. The size and species of the tree to be removed for the installation should be noted on the site plan. In addition, if the tree has a DBH of 10 inches or greater, a replacement tree will be required. 8. Site Plan. We question if the existing driveway on North Ridge Street is proposed to be removed. It appears that there is a note on the plan regarding the driveway but it is not legible. If the driveway is to be removed, the plans should not how the area will be restored and replanted. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney John G. Scarlato Jr., RA, for the Applicant P-M., 14ardest 555 Theodore Fremd Ave., Suite C-301 Rye, NY 10580 WW &Hanovyer T: 914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: January 7, 2022 Subject: 51 & 47 Hawthorne Avenue —Applications for Approval of a Subdivision and Site Plans and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by John G. Scarlato Jr., RA on behalf of the property owners, Mark & Mary Miller, for approval of a Subdivision and Site Plans for a lot line adjustment and the construction of a two-story, single-family home with a driveway and a driveway at the existing home the properties located at 51 & 47 Hawthorne Avenue, SBL 135.75-1-82 & 135.75-1-83 on the Town of Rye Tax Map, in the R-15A Zoning District and the Scenic Roads Overlay District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 9/10/21; 2. Applications for Site Plan Approval; 3. Site Plan Submittal Review Checklists; 4. Building Permit Check Lists & Zoning Analysis; 5. Exterior Building Permit Application; 6. Application for Subdivision of Land; 7. A Subdivision Plat entitled, "Subdivision Map of Property prepared for Mark & Mary Miller," prepared by Richard A. Spinelli, LLS. 8. A plan labeled "Drawing No. A-1" entitled "Site Plan for Existing House and New Driveway," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 9. A plan labeled "Drawing No. P-1" entitled "Landscape Plan for New Home," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 10. The following architectural plans generally entitled, "Miller Residence" prepared by John G. Scarlato Jr. Architect, last revised 10/25/21: a. Drawing No. A-1, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes," b. Drawing No. A-2, "Exterior Elevations, Sections" C. Drawing No. A-3, "Exterior Elevations, Sections" d. Drawing No. A-4, "Details and Notes" e. Drawing No. A-5, "Basement/Foundation, Construction Plan" I-mpg 0 Hardesty imOanover engineering that moves you f. Drawing No. A-6, "First Floor Construction Plan" g. Drawing No. A-7, "Second Floor Construction Plan" h. Drawing No. A-8, "Roof Plan." 11. The following engineering plans generally entitled, "Miller Residence" prepared Christopher S. Utschig, PE, last revised 9/1/21: a. Sheet 1 of 2, "Site Plan," b. Sheet 2 of 2, "Construction Details." 12. A Topographic Survey prepared by Richard A. Spinelli, LLS, dated 9/27/20. 13. Driveway Sight Distance report prepared by Christopher S. Utschig, P.E. dated 10/27/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves a lot line adjustment and the construction of a single-family home. 2. Subdivision Plat. The plat should be revised to show the existing lot line to be abandoned. All of our previous comments have been addressed. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney John G. Scarlato Jr., RA, for the Applicant P-M., 14ardest 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 WW &Hanovyer T: 914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: November 12, 2021 Subject: 51 & 47 Hawthorne Avenue —Applications for Approval of a Subdivision and Site Plans and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by John G. Scarlato Jr., RA on behalf of the property owners, Mark & Mary Miller, for approval of a Subdivision and Site Plans for a lot line adjustment and the construction of a two-story, single-family home with a driveway and a driveway at the existing home the properties located at 51 & 47 Hawthorne Avenue, SBL 135.75-1-82 & 135.75-1-83 on the Town of Rye Tax Map, in the R-15A Zoning District and the Scenic Roads Overlay District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report dated 9/10/21; 2. Applications for Site Plan Approval; 3. Site Plan Submittal Review Checklists; 4. Building Permit Check Lists & Zoning Analysis; 5. Exterior Building Permit Application; 6. Application for Subdivision of Land; 7. A Subdivision Plat entitled, "Subdivision Map of Property prepared for Mark & Mary Miller," prepared by Richard A. Spinelli, LLS. 8. A plan labeled "Drawing No. A-1" entitled "Site Plan for Existing House and New Driveway," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 9. A plan labeled "Drawing No. P-1" entitled "Landscape Plan for New Home," prepared by John G. Scarlato Jr. Architect, last revised 10/25/21; 10. The following architectural plans generally entitled, "Miller Residence" prepared by John G. Scarlato Jr. Architect, last revised 10/25/21: a. Drawing No. A-1, "Exterior Elevations, Plot Plan, Zoning Chart, General Notes," b. Drawing No. A-2, "Exterior Elevations, Sections" C. Drawing No. A-3, "Exterior Elevations, Sections" d. Drawing No. A-4, "Details and Notes" e. Drawing No. A-5, "Basement/Foundation, Construction Plan" I-mpg 0 Hardesty im &Hanover engineering that moves you f. Drawing No. A-6, "First Floor Construction Plan" g. Drawing No. A-7, "Second Floor Construction Plan" h. Drawing No. A-8, "Roof Plan." 11. The following engineering plans generally entitled, "Miller Residence" prepared Christopher S. Utschig, PE, last revised 9/1/21: a. Sheet 1 of 2, "Site Plan," b. Sheet 2 of 2, "Construction Details." 12. A Topographic Survey prepared by Richard A. Spinelli, LLS, dated 9/27/20. 13. Driveway Sight Distance report prepared by Christopher S. Utschig, P.E. dated 10/27/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves a lot line adjustment and the construction of a single-family home. Subdivision Plat. The plat should be revised to show the existing lot line to be abandoned. Site Plan Review for 47 Hawthorne Avenue(Lot with Proposed Home) 1. Scenic Road Overlay District (SROD). The property is located within the North Ridge Street SROD, which includes special regulations to help protect the scenic qualities of North Ridge Street including a 35-foot vegetative buffer along the street frontage. The installation of the Cultec units will occur within the buffer. The Landscape Plan should be revised to provide a note describing how the areas of disturbance will be restored and replanted. 2. Tree Preservation and Protection. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. Two regulated trees are proposed for removal. The plans note that two, 2.5-3 caliper inch white oak trees will be planted as replacement trees. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Hardesty im—M"MM Oanover engineering that moves you Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney John G. Scarlato Jr., RA, for the Applicant 5 H- E W x Q LJ Edgeland Landscape Supply a ina suooh n«. '�nn (I�� 2 s vJ V q.. z a 0 g f� LO ED 0 �0^4 > 0 MBA Consultants Lu C) 05 'QT tT Cy N Y& \ Q r s Avon C4 � ,n _V P °a� °2 LOCATION MAP 4/0 N.T.S. ,� �' 1 W a 4t Z oW W� W V• i =J OF a co Of z jo, eg cF sI �A 41 �S\s0� General Notes 1.Contractor to verify all conditions and dimensions prior to the start of work, \� FX any discrepancies are to be reported to the design engineer immediately. 2.The contractor shall notify DigSafelyNY at 811,no less than two days r prior to commencing excavating activities. IR o �7 3.All work shall conform to the official rules and regulations of the State of New York Building Construction,Fire,Safety and all other applicable Municipal,State and Of Cv a0 4'` Federal regulations. o f lg � ( uLTEC MODEL 33oH1 4.Underground Utilities are shown schematically and all utilities may not be shown hereon OS34, INFILTRATION UNIT ! /� contractor to verify all utilities have been field marked by the approriate agency and 4p F I CONNECT Wi4'•PVC PI xs9 rely on those representations over locations indicated hereon. LU HAWTHORNE AVENUE 5.Grading of the property shall be performed to provide positive drainage away from the o / 'o SF proposed foundation. i o 6.Existing underground utilities shall be terminated at curb boxes,property line,or as r6 e oNi 10.0' otherwise directed by the respective utility company. P, 2$.7' ' O EXISTING IMPERVIOUS AREA O Z / -� y Concret A=260 SF± ,� r�$ -� e 1 Erosion Control W e0•rree / 1 V � �r6,e 4 Shea /ROOa4"'Pv \\ 1.Erosion control measures shall be installed as the first phase of work,and be Z Z F ADER sTocKE 30,T 1 / \ -114 REMOVE ENTIRE ROO \� maintained throughout the durstion of the project Q W Q ee 1 / YP) \ R� -� A 24' e' N CONCRETE PAD 2.Maintenace and installation shall be in accordance with NYSDEC"Standards and _� 15� \ 4 5 L(TYP}RSOI�A EED tip., �oS,T Specifications for Erosion and Sediment Control". J O tree I 114.8 14.0' 12'' sTRti�� 3.The Village can require additional measures be implemented at their discretion. W O r2 INSTALL SILT FENCE ` o v o INSTALL SILT FENCE r `.,. \ F G 4.The plans indicate locations of erosion control measures however the contractor �s.r \ /LOT t BARRIER(�P}`� BARRIER(TYP) 8,re�r� •'r \ T must us best management practices as necessary to assure proper controls. W ^r�iA 27 253.5 S.Ft u w 6•t ''e \� 5.The final subgrade shall recieve no less than 4"of topsoil and be sseded and mulched. LL Bee, 13 0.626 Acres 9 0 1 STORY �e ee J�} J 0¢ AREA 10. Q° Ji O ®tee s�n� Map Referance U- g 1.Survey and Topographic information shown was taken from a Survey of Property prepared by Richard Spinelli NYS Lic.Land Surveyor,dated Sept.27,2020 2 STORY TREE TO BE 2.See Architectural Plans by John G.Scarlato Jr.Architect for Zoning REMOVED(TYP) DI 1 7 \ EE PROT,EC.TIoy �15 / DWELLING�� e T --� _ _ Compliance table.Architectural plans supercede in all building dimension cases \ (TYP / FF=124.0 free ee( CONC S BF=115.0 10"rtee tl€ti~ WASHOUT 18' GF=122.5 10.0' _1 LL OOF o LEADER COVERED PORCH -- O BUILDING SETBACK LINRE(TYP) / (TYP) Percolation Test No.1 ___ 3'LANDSCAPE WALL iU INSPECTION �� / I \ v Start Time End Time Min. Depth to Water From Soil Rate Water level PORT(TYP) Ground Surface Min./in. �i 4„P I �I � AGSTONE � � _. Ro EADER I AlnuvALK 1 Tax Parcel 135.75-1-83� Elapsed Start(in.) Stop(in.) Drop drop) / (TYP) /0 �3 I rR 31396.8 SQ.FT. 11:00 11:18 18 18 17 1 18 �/ I \ / � o/ � � 0.72 ACRES I j \ 11:18 11.40 22 17 15.9 1.1 20 f0 2 7' ' "Y- �- 4"PVC I \ PROPOSED / O \, O ee - I _L- ' �1- ��� I@ 100 N. I \ DRIVEWAY r- 114��L-J� �� _i -� ��Y/ 1 \��,122, N r- (12) CULTEC M�DFL3330HD �� / THRU DRAIN Z ^ � INFILTRATION UNITS 1"K-COpPERWATER \�� INV=121.8 • UNITS TO BE a SERVICE AS PER VILLAGE Lq INTERCONNECTED P. CNS A 12f1 W/4"PVC PIPE SU 4r e, SWV �w ^ 0- 4'SDR 35 S WE SERVICE S14`23a00"E C%MIN. /�� 180• HAWTHORNS AVENUE SEW L nLLTLi SIGHT DISTANCE CLEANOU L AS PER SIGHT DISTANCE EXCEEDS 300' VILLAGE SPECIFICATIONS EXCEEDS 300' • 24 (200'Req.) 15•r� (200'Req.) 121 20 7 120.7 120.7 121.1 // COnC. CUrb PROPOSED IMPERVIOUS AREA l r J 121.E CONSTRUCTION ACCESS 12(.0 IdEr MH I I // 1 TRACKING PAD A=5,119 SF± O Rim 120.84 -, // '� 0 APPROXIMATE LOCATION OF EXISTING SANITARY SE ER enterline Of Hawthorne_Ave. 0 %0o � MH APPROXIMATE LOCATION OF EXISTING WATER MAIN Rim 12CI8S L SAW CUT PAVEMENT ID H A W T H O R N E A V E RESTORATION (SEE DETAIL) IMPERVIOUS CALCULATIONS LEGEND L.L c�h m PROPOSED IMPERVIOUS AREA=5,119 SF CATCH BASIN •SS LOT SEWER SERVICE HYDRANT W W DRAINAGE INLET a SEWER CLEAN-OUT 2 EXISTING IMPERVIOUS AREA = 260 SF ® sco EXISTING TREE,SIZE,TYPE •W.V.WATER VALVE •STS LOT STORM SERVICE O ® SEWER MANHOLE FIRE ALARM SPLICE BOX INCREASE =4,859 SF •WS LOT WATER SERVICE _� TRAFFIC SIGN ®G.V.GAS VALVE O U ® DRAINAGE MANHOLE ELECTRIC CROSSING A JIBUTILITY BOX 01 ( ROOF LEADER ® ELECTRIC MANHOLE LIGHTPOLE ®l1B UTILITY BOX MANHOLE e STREET SIGN ®�6 UTILITY POLE EXISTING SPOT ELEVATION OTP DEEP TEST Q.; MONUMENT SEr m TRANSFORMER OPT PERCOLATION TEST vJ PROPERTY LINE CURB LINE r2 EXISTING CONTOUR-INDEX CURB CUT v EXISTING CONTOUR-INTER APPROXIMATE LOCATION OF WATER MAIN >� DRAINAGE LINE PROPOSED CONTOURS APPROXIMATE LOCATION OF 8"PVC SANITARY SEINER FENCE - LIMIT OF DISTURBANCE SCALE: 1"=20' SF&CF SILT FENCE AND CONSTRUCTION FENCE �(8MP EXISTING TREE TO BE REMOVED DATE:APRIL 22,2021 SHEET 1 OF 2 JOB No.1237 POSTS 30 MIN. EXISTING cf) /SUPPORT NET SECTION B STONE PAVEMENT 3' PAVEMENT z POST- FILTER MIN. CONSTRUCTION SPECIFICATIONS LO STABILIZE ENTIRE PILE EFILTER FABRIC TOP VIEW I ° WITH VEGETATION OR COVER SECTION A I MOUNTABLE BERM LU 2 SLOPE OR LESS f FLOW FILTER CLOTH 1, STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. (OPTIONAL) v 1 B A 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE " • . " /BACKFILL COUPLER PROFILE A 30 MINIMUM LENGTH WOULD APPLY). w v v 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. v � www"w w w w w w w"�".�+w""ww• EXISTING 4. WIDTH-TWELVE(12)FOOT MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT w www vw w v w vw w w w v w w w w w GROUND POINTS WHERE INGRESS AND EGRESS OCCURS. TWENTY-FOUR(24)FOOT IF SINGLE w w v w w w w w w ww w w w w w wwwwy. SECTION B 30'MIN. ENTRANCE TO SITE. w w w w w w w w w w SECTION A 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF wwwwwywvvwwwv w w w w w w r w w w STONE. wwwwvvv vvwrr wwwww 9777777�: : ..I Z TNATIVEIL 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION °e°° o ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL / A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. MIN.SLOPE MIN.SLOPE ° .: 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL C7 STRAWBALES OR SILTFENC I °.:°. SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ° PREVENT TRACKING OR FLOWING OF SEDI _ TOE-IN METHOD JOINING SECTIONS OF FENCING ' °°°° ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHT-OF-WAY F NJrz U00 12'MIN. 10'MIN. EXISTING MUST BE REMOVED IMMEDIATELY. PAVEMENT l�trSR INSTALLATION NOTES 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH ° Uj °c;°°°; STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. OfC5 INSTALLATION NOTES 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH =:] 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. ° RAINFALL EVENT. o-Lu 1.EXCAVATE A 4 INCH X 4 INCH TRENCH ALONG THE PROPOSED FENCE ALIGNMENT. ° t 3.UPON COMPLETION OF SOIL STOCKPILING.EACH PILE SHALL BE SURROUNDED °°u; rd'�CFE6V M�` WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED AS NOTED. 2.UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK(DOWNSTREAM) o IY} WALL OF THE TRENCH(NET SIDE AWAY FROM DIRECTION OF FLOW). PLAN VIEW U z 4.TEMPORARILY STABILIZE AS NOTED IN SPECIFICATIONS. 3.DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4.LAY THE TOE-IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, SOIL STOCKPILING BACKFILL THE TRENCH AND TAMP THE SOIL. NOT TO SCALE 5.JOIN SECTIONS AS SHOWN ABOVE. 6.CONTRIBUTING AREA SLOPE LENGTH SHALL BE LIMITED TO LENGTHS ON N.Y.S.GUIDELINES. SILT FENCE STABI LI ZED CONSTRUCTION ENTRANCE NOT TO SCALE N.T.S. U) J_ 4"C.I.P.SLEEVE FINISHED GRADE PLUG h ASPHALT CONCRETE 4"CLEAN OUT WITH PLUG FINE WEARING COURSE Uj W Q FRAME AND GRATE Q U EXISTING PAVEMENT \ NEW PAVEMENT EXISTING PAVEMENT7 z 6" VA: PAVEMENT SHALL ASPALTH SEAL JOINT Z LIJ EXTEND BEYONG SANITARY SEWER MAIN WATER MAIN MORTAR BED - 1-2" LIMIT OF TRENCH '^ O '� 12" OR STORM DRAIN '�'.. V J FINISHED GRADE 'r5 F, EXISTING SUBGRADE :w.: w.. Uj Q r STRAIGHT SAW CUT 4"P.V.C.RISER Q INL�� :" TO REMOVE EXISTING J 6" SURFACE COURSE(TYP.) J K-CRETE BACKFILL �+) PROVIDE TACK COAT AT CC BOTTOM AND SIDE OF G SELECT SELECT ?: SURFACE COURSE NOTCH 12"LAYER OF R.O.B.GRAVEL BACKFILL BACKFILL V�/) 9"SUBGRADE 7 •'° _ �.''- CRUSHED STONE OR R.O.B.GRAVEL O DETAIL: UTILITY TRENCH &PAVEMENT RESTORATION TYPICAL WATER & SEWER TRENCH N.T.S. N.T.S. YARD INLET DETAIL v N.T.S. PLUG WHERE INDICATED �4"P.V.C. SEWER CLEANOUT DRIP UN INSPECTION PORT PER MANUFACTURERS SPEC vl� r FINISHED GRADE CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND EL 118.5 STONE.TOP AND SIDES MANDATORY,BOTTOM PER V-O"MINIMUM -.` ✓ � I Y, ENGINEER'S DESIGN . " 95%COMPACTED FILL-\ ! Customer C -rtW "a i i//.. �w I m0, IIIIIIIIIIIIIIIIIIIIIIIINIIIIIII - -► /\// l/Z 0'wr"" Curb bb>< 18 Burial /\\/\\i TOP STRUCTURE 5I0'MAXIMUM 6.0"MIN. EL 117.0 U FENCE -. -_--_--_--_-_--____ RECHARGER 33OHD 3'-4"MINIMUM HEAVY DUTY CHAMBER _ ''� ��-� /j�/N V 0 ^SeNce line 1-2 INCH DIA.WASHED, ! `�• //\//� 30.5" L Z ceouND Sertioe line CRUSHED STONE /\y/\, Z) �y �MIMMUM `�.,. i,/ BOTTOM STRUCTURE Posy stop ` 8.6" EL 114.5 V Q _ _I 1 N THE PROTECTION 'j/�//�6.0"MIN. a) NOTESSCALE:NONE AA..rb�y � \� 7••e'V [�T[�� op 1.THIS DETAIL IS GENERIC AND SHALL BE USED AS A MINIMUM GUIDELINE.ADDITIONAL STEPS NECESSARY MAY BE /Y\ ✓\\/\/\/\/\/\//\ lI� REQUIRED BASED ON SITE SPECIFIC CONDITIONS /\\/\\ I ��\\�\\�\\�\\�\\�\\///'/\\//\\////\\/�\, w �+.•C^ 2.THE FENCE SHALL BE LOCATED A MINIMUM OF V-0"OUTSIDE THE DRIP LINE OF THE TREE(S)TO BE PROTECTED 35.0" LLJ FS AND IN NO CASHALL BE CLOSER THAN 5'-0'TO THE TRUNK OF ANY TREE 12" 12" 3.FENCE POSTS SHALL BE CONSTRUCTED OF OTHER STANDARD STEEL OR WOOD POSTS WITH A MINIMUM CROSS CURB STOP DETAIL 52.0" SECTION OF 3.0 SQUARE INCHES. 4.THE FENCE MAY BE EITHER 40"HIGH VISIBILITY SNOW FENCE OR PLASTIC WEB FENCING,OR ANY OTHER MATERIAL AS N.T.S. O U C� APPROVED BY THE ENGINEERING DEPARTMENT. 5.PROVIDE SO4AGE STATONG"NO CONSTRUCTION BEFOND THIS POINT'OR APPROVED EQUAL IN 10'-0"INCREMENTS L L CULTEC RECHARGER 330HD U N.T.S. xva os°°a,ere imn 2 TREE PROTECTION DETAIL U N.T.S. SCALE:AS SHOWN DATE:APRIL 22,2021 SHEET 2 OF 2 JOB No.1237 Christopher S. Utschig P.E. 914 391-9550 65 Ralph Ave,White Plains NY 10606 Chris@stevenscompanies.org October 27, 2021 Sara L. Brown, AICP Hardesty & Hanover 555 Theodore Fremd Ave. Rye, NY RE: 51 &47 Hawthorne Lane Dear Ms. Brown: In response to your memorandum of October 8t" 2021 regarding driveway sight distance we offer the following: On October 17T" I performed a site inspection for the purpose of determining the available sight distance at the two proposed driveway locations for 51 and 47 Hawthorne Lane respectively. The horizontal and vertical alignment of Hawthorne Lane to either side of the proposed driveways is straight for its entire length. Therefore each of the proposed driveways has nearly unlimited sight distance available to them geometrically speaking, I have attached a map from the Westchester County GIS in support of this finding. The viewing vantage point from both proposed driveways is clear of any visual obstruction. I can conclude that both driveways will provide for a sight distance greater than the required 200' associated with a 30 mph stopping sight distance. Respectfully Sincerely, Christopher S. Utschig, P.E. WARNING: General notes: THESE DOCUMENTS ARE NOT VALID UNLESS I. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE BUILDING CODE,RESIDENTIAL CODE, CONTENT,EXCAVATION MUST BE FREE OF WATER WHILE FOUNDATION WORK IS IN PROGRESS. SEALED AND SIGNED IN INK,NO SCANS, FIRE CODE,ENERGY CONSERVATION CONSTRUCTION CODE,EXISTING BUILDING CODE, TRUCKS,BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL BE OPERATED WITH CAUTION AND REPRODUCTIONS OR COPIES ARE AUTHORIZED MECHANICAL CODE,FUEL GAS CODE,AND PROPERTY MAINTENANCE CODE. IN SUCH A MANNER AS TO CAUSE NO DAMAGE TO FOUNDATION SYSTEMS. BY WITHOUT WRITTEN AUTHORIZATION OF JOHN 2'CONTRACTOR SHALL PROTECT&BRACE ALL WORK FROM DAMAGE DURING CONSTRUCTION, 9.ALL STRUCTURAL STEEL SHALL BE NEW,CLEAN AND STRAIGHT AND SHALL CONFORM TO THE LATEST EDITION FOR A.S.T.M.DESIGNATION A-36 OR A-500 FOR ALL'TS"SECTIONS,ALL G.SCARLATO JR.,ARCHITECT. 3.ALL WORK TO BE PLUMB&TRUE,ALL PLUMBING WORK TO BE IN COMPLIANCE WITH NYS STRUCTURAL STEEL WORK SHALL COMPLY WITH SPECIFICATIONS FOR THE DESIGN, PLUMBING CODE,ALL ELECTRICAL WORK TO BE IN COMPLIANCE WITH N.F.C.,ALL HVAC FABRICATION AND CONSTRUCTION OF STRUCTURAL STEEL FOR BUILDING OF THE AMERICANvW J FURTHERMORE; WORK TO BE IN COMPLIANCE WITH ASHRAE STANDARDS,LATEST EDITION.ALL CONTRACTORS AND INSTITUTE OF STEEL CONSTRUCTION LATEST EDITION.PROVIDE STIFFENER ANGLES OR PLATES ? 12 I#�'3n �' SUB-CONTRACTORS SHALL BE LICENSED AND INSURED.ALL PLUMBERS AND ELECTRICIANS ARE UNDER ALL POSTS,COLUMNS OR STRUTS THAT ARE CARRIED BY STEEL BEAMS AND IN THE AP,GI 11rECttU.'fV.pool= IT IS A VIOLATION OF NEW YORK STATE LAW FOR RESPONSIBLE FOR ANY ADDITIONAL PERMITS,APPROVALS AND INSPECTIONS THEIR PARTICULAR WEB OF BEAMS CANTILEVERED OVER COLUMNS OR BEAMS SUPPORTING HANGERS.UNLESS 12D ANY PERSON,UNLESS ACTING UNDER THE TRADE MAY REQUIRE OTHERWISE SHOWN OR SPECIFIED PROVIDE 6x8xyx BEARING ON CONCRETE MASONRY IF ANY, 4.LUMBER MATERIALS USED IN THE BUILDING SHALL BE GOOD,SOUND,DRY FREE FROM ROT, 10.HEADERS TO BE 13)2"X 10"IN 2x6 WALLS OR 12)2"X I W IN 2X4 WALLS UNLESS OTHERWISE NOTED. NEW ICE11E Lf7'(0 DIRECTION OF A LICENSED ARCHITECT,TO LARGE AND LOSE KNOTS,SHAKES AND OTHER IMPERFECTIONS WHEREBY THE STRENGTH COPE Af EAVES ANP ALTER IN ANY WAY THESE SEALED AND SIGNED MAY BE IMPAIRED.ALL NEW LUMBER SHALL CONFORM TO 2020 NEW YORK STATE BUILDING CODE 11.INSULATION IN FLOORS,WALLS AND CEILINGS TO BE A COMBINATION OF FIBERGLASS BAT, 12 VN LEYS CHAPTER 23,FASTENING SHALL CONFORM TO 2020 NYSBC TABLE 2304,10.1 CONTINUOUS RIGID,OR SPRAY FOAM OR CELULOUS INSULATION TYPES TO CONFORM TO DOCUMENTS WITHOUT THE EXPRESS AND ALL LUMBER SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WOOD COUNCILS 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CHAPTER 4. 12D NATIONAL DESIGN SPECIFICATIONS FOR BENDING STRESS AND DEFLECTION,AND 2020 NYSBC 2306. NEW&UMINUM GU(1Ep CONDITIONED PERMISSION OF THE ARCHITECT, ALL WORKMANSHIP INCLUDING BLOCKING,MILLING,BRIDGING,ECT.SHALL CONFORM TO THE 2020 WESTCHESTER COUNTY 15 CLIMATE ZONE 4A, ANP LEAPED PIPES NYSBC AND OR 2020 NYSRBC.PROVIDE LEDGER,BLOCKING,NAILERS AND ROUGH FRAMING 12.ALL FOOTINGS TO BE A MINIMUM OF 3'-6"BELOW GRADE,OR LOCAL FROST DEPTHAS SPECIFIEDBY HARDWARE AS REQUIRED,ALL BEAMS,JOISTS AND RAFTERS TO BE SET WITH NATURAL CROWN UP. THE ARCHITECT.UNDERPIN WHEN NECESSARY. PROVIDE DOUBLE RAFTERS AND HEADERS AROUND ALL ROOF SKYLIGHTS UNLESS OTHERWISE NOTED. rr ALL LUMBER SHALL BEAR VISIBLE GRADE STAMP.ALL STRUCTURAL LUMBER INCLUDING BUT NOT 13.HOUSE TO CONFORM TO ANY LOCAL SUPPLEMENTAL CODE, -" LIMITED TO TJI,TGI,&LVL BEAMS OR EQUIVALENT SHALL BE INSTALLED PER DRAWINGS AND rV+pf7IE PLAIT, MANUFACTURERS SPECIFICATIONS.ALL HANDLING AND INSTALLATION PROCEDURES MUST BE 14.PROVIDE BLOCKING A5 REQUIRED TO BEARING POSTS ONTO GIRDER OR BEAM CaNgTIIONS CL/V,{30ffl SUPPLIED BY THE MANUFACTURER AND SHALL BE FOLLOWED.TJI JOISTS AND LVL BEAMS SHALL AND VERIFY ALL BEARING TO FOOTING. NOT BE ALLOWED TO GET WET AT ANY TIME. SIDING 15.TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS AND 5"VJEA1}Ep 5.WITH USE OF A14Y TRUSS TYPE,PRE-ENGINEERED OR TIMBER CONSTRUCTION A SIGN WILL BE SPECIFICATIONS ARE IN COMPLIANCE WITH 2O2D N.Y.S.ENERGY CONSERVATION CONSTRUCTION COI MEW ICE 51-11EL9 0 ARCHITECT,AT OR ADJACENT TO THE ELECTRIC METER WITH SPECIFICATIONS PROVIDED BY THE 16.ALL DECK RAILS AND STAIR HANDRAILS SHALL CONFORM TO THE 2020 N,Y,S.BUILDING CODE apE 5 E 7 W3(i 16 16W? COPE Af EAVE5 ANP SECTIONS 1014 HANDRAILS AND 1014 GUARDS. VPI-#-EY5 6.ALL CONCRETE WORK,DETAILS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ACI 318 AND ACI 332 OR PCA 100,AND THE 2020 NEW YORK STATE 17,ALL ROOF FRAMING SYSTEMS SHALL BE INSTALLED WITH HIGH WIND CONNECTORS 1HURRICANE RESIDENTIAL CODE CHAPTER 8.ALL CONCRETE SHALL BE TYPE-1,3D00 PSI COMPRESSIVE TIESI IN COMPLIANCE WITH 2O20 N.Y.S.BUILDING CODE NEWA(-UMINUM GUrly AND SECURELY TIED IN PLACE SO AS TO PREVENT DISPLACEMENT DURING CONCRETING. 18,ALL POSTS TO FOUNDATION FOR THE PURPOSE OF SUPPORTING THE ROOF OR OTHER STRUCTURAL STRENGTH AT 28 DAYS.REINFORCING BARS TO CONFORM TO 2020 NYS BUILDING ANP LEAPEp PII'E5 �� CODE SECTION 1905 MODIFICATIONS TO ACI 318. ELEMENTS SHALL BLOCKING AS SPECIFIED BY THE ARCHITECT OR A NOMINAL DIMENSION OF 4X4 COMP0511E REINFORCING SHALL BE ACCURATELY INSTALLED TO REQUIRED ELEVATION FROM STRUCTURAL ELEMENT TO BE SUPPORTED CONTINUOUSLY TO A SOLID MASONRY "3 FOUNDATION THAT EXTENDS BELOW REQUIRED FROST DEPTH AND RESTS ON A FOOTING OF III. G 5OFF#r ANI7 7,CONTRACTORS TO VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. TYPICAL CONSTRUCTION. FII50A WAr 25 4` ANY DISCREPANCIES ARE TO BE REPORTED TO ARCHITECT.ALL WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER ANY SCALED DIMENSIONS. 19.ALL SIMPSON STRONG TIE CONNECTORS AND ANCHORS ARE DESIGNED WITH SPECIFIC LOADS AND fA PIE PLMIr, cv CAPACITIES.SUBSTITUTIONS OF THESE HANGERS FOR DIFFERENT MODEL NUMBERS THAN CCpNFI?Po" 8.ALL FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MINIMUM SAFE BEARING SPECIFIED BY THE ARCHITECT OR ENGINEER IS FORBIDDEN WITHOUT VERIFYING THE REPLACEMENT CAPACITY OF 2 TONS PER SQ.FT.BRACE RETAINING WALLS OR FOUNDATION WALLS AS PART WITH THE DESIGN PROFESSIONAL, PIX11aw-5 REQUIRED.BACKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER SLABS,AROUND PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS NOT TO EXCEED GOMPosIfE 10 INCHES.COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE s - W WOW ANr) POOP Trim W10.1 cP,aWNlrAns CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRCTS - MP COPPEp PLASHIW GAP CAl iljAa 51YLE CL14Wr ZONI 6FOUNP WIND 5PCEI7 f()POGK'ApF11C WIND SPECIN.lMf!"iMNP Ur:Nf 5EI5M1C DESIGN WEArI E<?ING Fp05TLINE 1Ef'MITE PEOIEC"How+MNiE ICE 13APPIE(" FLaaP All?Ft EZE MEAN ANNWV GARAGE POOpS 5NOW LOAD(EEt k) 5PEEP EFFECr5 M61ON PEIM5 ZONE CAfAGAOPY PE1'TH M01ITP PE516N f W,UNPEI3.AYMENf I-K7AW5!NO INDEX 'iEMPITIJPE FIP.M MAP 9-28-07 511ONE VENEFP fa(hEol k) 20 P5F 115/12U 1 l0 IJO NO C SEVEN h2" YES f5 pEC1 P 561#9CO29�F 5� 52.2 COAV0511t WFAFnP&6 ro5­I---//) 'A� A I I L]LI Ll LJ LJ.. ANP WArEn fAI%I.E 5fow W 11?WALL COMP051rE Poop fp1M - - - - --- - -- - ---- ---- - >z MI,GIAN N OCK FI%F5 131.11E STONE i�APS 116.5 AVEP.f AF PpoPEI'IY GRAPE GApAfT FPO 5!['WAIL _ fOUNVAf ON ON F00rIN6i Y-6"f3ELOWCTAM 51EFPEP q' FOUNPATION 417 - _____ ._..�.. ..-... ..-.. .._....,_ ...�.... .�.... ..-.., 9YDNP FRONT ELEVATION lll, E S I"3�ti Ej�,t�'ctSsi�SSks Nt �;I�� /iE���t .j ti'�'''t 4 1�"Irs �A 911121 155UW POP,F'ANNING i 1 ��aiy�`iIs 1it t .0 \ � �74� +fit e%�fSt' SCALE: 1 4 = - R1�h r,,. ��1�E .-,�,�.......... INFORMATION FOR PLOT PLAN SEAL: 4 r� ` -1ST i p IV.3s sph RYo :l� �� Ft p t QP S R! � N �-�. .�..���� TAKEN FROM SURVEY OF �- , �Yl 9 a>rc9'Is t 1 or �1 ryN a k'E 1 rf �e#rl�i$'I{F» f x13t�SPs E7 c t3 PROPERTY BY: �����°A��,r _ /V Of PROPERTY �o fn91J pr rs [10- Z��` _ 8J. ( �• � �, 1 E �,y kl{ilri�;I�" Fttuiil+13ZtYti tl''��.�,1�(E i, J W Z411 A� �E i't[1 k E 9k I• ,+: fU•r� \ 111 RICHARD A. SPINELLI �,•, �srre° a 3-- LICENSEED LAND SURVEYOR \ b?3 10' 28 ` ACK co +rev e�LIC. #: 49240 v DATED: NOV. 11, 2020. ....�-..........................__................. I John G. RYE BROOD ZONING COMPARISON CHARTJOHN G. LOT: _ SCARLATO JR / l9'� E:,,+rw n. I '- Scarlato Jr. ADDRESS: 51 HAWTHORNE AVENUE SECTION: 135.75 BLOCK: 1 82183 ZONE: R 15A ALTERED B Y. JOHN G. SCARLATO JR. ARCHITECT rf2` /` ►�'�° Architect ZONING REGULATION REQUIREDIALLOWED PROPOSED ON 1/6/21 ' ; PAW /' 115 ��at,1iE k„f I ' '' -.� I 33 Byrom Hill Road fE, U3 tad E�,7tk1fi311- j / _✓ ._ LOT SIZE(ACREAGE/SQ.FT.) 15000 27253.5-75%of 2916 STEEP SLOPES[21871'25;066.5 TO INCLUDE: �'E`iIEE"'#a1'r'i'41°I'E'°'�'''11'"E'r''';iI 4 b /? i GROSS FLOOR AREA F.A.R. *FRONT, IS�wIq F � 1 ��;:E,•,�T,�z`,i � I � �' j Armonk NY 10504 4628 minus Steep Slopes=4377 �I 11if1E i 11'i?I p P 4306.5 €ifil Ili„l sl�„`,E Ii11,E J j', in ( ' *F R 0 N T RIGHT SIDE LEFT SIDE �il,tf,1-�I ,� /= 1 1 gIE i l f 1 Phone:(914)273-7350 7 1 �I Ei l 1 IEIu ESE, �t�4(;3,'t Ek1 i I\� MINIMUM FRONTAGE(FT.) 100 180.29 Hawthorne I I� i� ill ,�,,, "� , j 11s I AND REAR SETBACK LINES IN ,f� ��';"'���1�.Ir�l�111AIA '�� 'r„�^E,I�� �'' JGSCARLATO@GMAiL.CUM �r G It 1sEElb EF dI 1�ii f� sii tryry Ui}r is kY 1y1 s + `. �\ HORIZONTAL CIRCLE DIAMETER(FT.) 75 123t #,,tEya I411�,`��tttl DASHED POLYGONAL AND ��1# E.I�1���1x;�;, (1122,�" ��4��,t:.. + 10, Ei�r itTi�fl _ \ YYS ' y 11i7 E r- TRIANGULAR SHAPES. 10�;i°I'Iiff„t�1, 1hI1�I \ q Y r y,, i.-mAG MILLER RESIDENCE Nl w}`1 i l,3 I E'IiO I FRONT YARD SETBACK(FT.) 45 45 i r ,° �;�E#�,3,E�; � lr1,8J - Are 27253.5,. 47 HAWTHORNE AVENUE ONE SIDE YARD SETBACK(FT.) 10 10 *DIMENSIONS TO SAID SETBACK i flt3 jEFI,r G26 Acres n LINES IN FEET AND INCHES i, �,��� 'J -� RYE BROOK, N.Y. 10573 TOTAL TWO SIDE YARD SETBACK FT. 28t t�t��f�y1i�11„ (/� `�e �" ( ) 2U 1 17 /I \ ��•" ``!�� i C.lTfcfill'GT,'gi /✓.. / REAR SETBACK(FT.) 65 Rear N/A N.Ridge St.FRONT 51't FORMAT X -X �� MAXIMUM BUILDING HEIGHT(STORIES/FT.) 2/30 2I25.75 A NEW ESTIMATED SETBACK / /� �� �� - NEW HOUSE HEIGHT SETBACK RATIO FRONT/R.SIDE/L.SIDE 0.8/2.412.4 0.61/2.1410,92 DIMENSIONS *RECTANGULAR MAXIMUM LOT COVERAGE MAIN BUILDING 12%(3008) 12%(3007) HATCHED AREAS LABELED "AREA I �^ ram° rz•rs o �� - C S 1 pp^ "AREA 1 p c Q PI?01'O LI7 O co MAXIMUM LOT COVERAGE DECK 4%1002 0.4%(104) 0 F 0 N E STORY EEC A 1\E A O l TWO M ra�ree /^-- � ( } 119 O 12 PRI1/EWAY 1. MAXIMUM LOT COVERAGE ACCESSORY BUILDING 3.5%(877) 0% STORY" MAXIMUM IMPERVIOUS LOT COVERAGE 7776 4882 MAXIMUM IMPERVIOUS FRONT YARD 35%(FRONT YARD AREA 6842.5) 16.7%(1145.5 OF 6842.5) *PROPOSED DRIVEWAY, FRONT e•r® T2 __-- _.0 j0 EXTERIOR ELEVATIONS NOTES: PORCH, SIDE PATIO, BSIVIT. STAIRS _ a- PLOT PLAN FRONT YARD AREA:FRONT YARD AREA:8113 minus 75%of 1694[1270.61.-6842.5 AND C H I M N. N14.23'00"W � e 180.29' N14.23'00"W ZONING CHART 2916 SQ.FT.STEEP SLOPES CALCULATED ABOVE 15%GARDE TOTAL 2916 SQ,FT.(x 75%W 2187 DEDUCTION TO LOT AREA) *THE WORD "REMOVE" ADJACENT � GENERAL NOTES TO EXISTING CONCRETE AREA AS f DRAWING NO. SURVEYED. Manhole Approximate location of an Existing Sanitary Sewer 0 Approximate location of an Existing Water Main C` HAWTHORNE 11WTH O R N E AVE PLOT P L A N SCALE: 1" = 20'-0' °. 1 a I I [ 12 rIMGCi?LINr �O veAp I XCHIrrCrtm,AL FlooF [ I [ 5111NCd,Cs - ' NEw Icr 9111E112 — fO CODE Ar M5 11Ni7 VA1.L1=Y5 Nrw ALUMINUM WIMP ANP [ --_ IIIr�r�.i r a1�CC� iz 2.5 1 LrAncPIPr:S-� I l T I .I COMPOgM 5OFrlr—j AND FA50A POAM5 COMPO511r WN17OW AND DOOP,rPIM W1T}i CPIOM rGAn5 AND COPffF FLA91IN6 CAP _ i MIr PLAN: _ COUP,130AM CLhrMPOAP,2 5117iNG 210 IO IV A SIC I-��DIrC01.'Nrl'. i W1 i5 PON110 L±�o ii0 509 VrNrrP, APPPDX,(AVADr WApA(z 5VOPrn frO5r wALL FOUNDAAON ON FOOnNW 51151 rtLOw c1m9r: — � I I RIGHT SIDE ELEVATION- SCALE: 1/4" - 1 -0, 911121 155M)FOP,PLANNING [ T I 1 r1MG'rkr lhlr�O T I T .I [ I I. A P.CHIrrCrUPa OF J o h n G. 51i1NQ.r5 l 1 � 1 Nrw ICE 5ti1 ro Ca Scarlato Jr. Dr Af r �5 AND I � 1 1 VM M5 T 1 NEW Al IhIUM GUrrCI? [ [ I I ANI7 IN PINS _ _-_ � _ _._._._.-.- .711 1 Architect IMIr PLAAIK MAIN PU.K O Lfff 5IM 33 Byram Hill Road CLAPr3OAP.17 ';- 15 MONP flf sII7Ir�W �� M5rp1CT1vr:POHONor- Armonk,NY 10504 y��WrAUrP. � I 1 .-�.= _ 1��PI�o1�rrrYLINr- I2 1 [ 1 l T c�r:PLOrPLAN> Phone:(914)273-7350 JGSCARLATO a@GMAIL.COM NM Icr 5Hft17 fo�, MILLER RESIDENCE COPE AT EAVr5 AND _ 47 H AWT H O R N E AV E N U E VALLEYS n NEW ALUMINUM 6Ur9 RYE BROOK, N.Y. 10573 � AND LrArlrp 1'IPrS O COMP051rr 5OFFIr ANP rMOA 00Arl75 gz ,�, ►CAI 17Ir PLANK coI,NF�r3oArn 4t, NEW HOUSE coMPoslrE , a y, W1NPOW AND Poor IFIM WUN r"aC�S i LLij1 COMP051rE v cpo+nml MAnS 64LM p_ _.______._..-__-.-- —_- MIP AN17 MIMI? _ H N171'Al[.s r-LA9I1I CAP CDMPosIrE rMA95 ANP p'srn0ACKe?5 EXTERIOR ELEVATIONS 51UCC0FlNI1{ :� /5If11NWWALL II6„SAIPAWr SECTIONS 117 AVrpA(�I:WF ,AT .`.. WI'ArJr Af I?ICdA 511?r APPI'OK.6 A XWI�5 E;r?E5 Xwl�5 r;F 5 XIM"5 r;PrS ;XWI 55 r+M-5 y .. PATIO ON WK'Ar, ED ABC DRAWING NO. �MA5ONVY FOUNT ION ANP I I I I ( ( 13A5rMrNr 5V5 FOOrING5 b Lu AN7 WELL MIMMUM, �— REAR ELEVATION- SCALE: 1/4' -= 1'--0' OF NO 12 8 TIMED!I � � ApCiilfEC SfiIN61-V if NCW ICE: COM Ar VAII M NEW M11, Ail12L A COMPO: -I'ASCIA 0 �- W fAI.5tANPI MMINLIM but COMP051f�5 75!fr- COM11051 T 131 i1?IM VJITI I _ -- 50Fr1f OIJ r0 J IfM5 COMrO51TE W TprF,' NG CAI" w 1 ............................. :Y (3EI i AN M3 F4LE 5TONE 51;ONE f:TAI'lIrEi' 51T[1NG -- - rAT10 ON GPAnI LEFT SIDE ELEVATION 911121 15502 For,P�MNIN6 SCALE: 1/4" = 1'---•0' John G. Scarlato Jr. Architect 33 Byram Hill Road Armonk,NY 10504 Phone:(914)273-7350 JGSCARLATO@GMAIL.COM MILLER RESIDENCE 47 HAWTHORNE AVENUE RYE BROOK, N.Y. 10573 NEW HOUSE EXTERIOR ELEVATIONS SECTIONS DRAWING NO. D AROh� G s OF N� NOTE: SQUASH BLOCK MUST BE 3'-O"M€R CLEM NPM A51'14q T 5HINGLF5 ON 154 FFtf TO SQUASH BLOCK MUST BE AT ALL POINf5 ABOVE fif IZ MATCHI EXISTING BLOCK PANELS MAY BE CUT 1/16"TALLER THAN CUT 1116"TALLER THAN PCP,MIfTEP NMIDPf1L EVEN REQUIRED WITH SHEAR JOIST.2X4 MINIMUM JOIST.2X4 MINIMUM r3E1wFEN 5G1.IPwAi.tS Vf x5 WALL HANDRAILS ATTACHED TO I'101".GFA17E CDx PLYWOOD THE INSIDE OF GUARDS EXfE 51•EA111%OP ZIP DOAR2 :I� N P 'r r -i� ANP WA-L COMNNA11ON5 SHALL BE CONTINUOUS FASTEN RIM BOARD TO FROM A POINT DIRECTLY 1I2 FOOT P.AFIEP5 @ 16"OL.(VERIFY EACH FLOOR JOIST USING MEN OF PAL DF(AUAFP ABOVE THE TOP RISER WI11-1 ROOF PLAN) ONE 8d NAIL OR 10d BOX 15 FUNCEONING A5 NMPMA A5 WELL, IF C MP-roe FAIT,POUEI.ES TO A POINT DIRECTLY ATTIC lNStmloN VFNrPmrl.F5 NAIL PER FLANGE P05T MUST(X ATTACI-EP A5AHANDPAL ABOVE THE LOWEST 5IMP50N N�NUPI'lCMIE TIES �1 , ;-1�;Y 5MM TMAP AND RIWP5 56"ICE 5E IICLP ��," TO FINfQ.RISER AS WELL AS MEET RISER OF THE FLIGHT \` 1' K SIiCNiIIntTIE T�F11NEEN5Alb MINIMUM CLEAR WITH DRIP EDGE ajlw�, I r_, /r i\ r IOM A i'OiN��IIC YS Gi lAf?C1/I WJ1"Al(5 i` ,n pr =C DIMENSIONAL >t r.;-1-�, -��)1•� MN,3L5 CI,EAP 1MI7fNrOAFOiNrP4TCTI,Y H] REQUIREMENTS �� � � HANDRAIL STYLES CAN is ,•�,fi t v �,I � ai' t',,\� '• A130UF THE LOWEST ¢ i„ V G05uM 13 NI �{ 4, MAX, VARY WIDELY,BUT MUST .fV.UMIhIUM GUTTERS ANP tEAPEVS t` y%ter' STAGGER 8d OR 10d ��•�`x \ STAGGER 8d OR 10d ff 11?OF 11L FLICK fir 7. \ � SOLID PFOJECrION ALL COMPLY WITH 2O20 P-49 P fr,IN`51MION ---� �" t t' •'° 'r •�5 BOX NAILS TO d WALL r BOX NAILS TO trr' r lr `�' AVOID SPLITTING S fl FROMmi. RCNYS R311.7.8.5-6AND AVOID SPITTING �' �` 0P P05r R507.2.2 FOR GRIP SIZE. „ „kr,F r .�. \ -��. h s POSTP=N 27' VERIFY ANY PRE ZKIO CLNG,J,5 @ ib �� �)2K6 T01'PtA11 I'-0" IKFA50A"A1?I7 , '\ `i\ AND MIN.IF TWO r � `�'� }� 11N,iPRNI.S MANUFACTURED 23/32'APA RATED OSB(OR ro HANDRAILS ARE IN PROVIDE VENTS W/INSECT xFEENS EQUAL)RIM JOIST OE NAIL 8d ;b RAIL COMPLIANCE WITH ON VIPe OE NAIL 8d APF IISEP NOTE: OR 10d BOX OPENING BETWEEN `� BALUSTERS SHALL.NOT MANUFACTURER AND/OR OR 10d BOX LOAD BEARING WALL MUST NAIL TO PLATE ` „3 ROCKING NAIL TO PLATE INTERIOR ALLOW 4-SPHERE TO ARCHITECT PRIOR TO BEDROOM :}: BE ALIGNED OR STACKED a ��I,S"MIN IF ONE _.. BEARING WALL PASS THROUGH. PURCHASE OR NANPPAIL 15USEP INSTALLATION. 2X6 WOD 5P5@16"O.C,UiI 20 6"DIAMETER BELOW BOTTOM SQUASH / CHBLOCK AND RAIL BHALL NOT AT 6ATf OP 5PPAY FOAM IN%,AflON MIN,OF Yi"GYI'S11M l3OAFD } P-I�t3Af r,PLt15 R-5 W19 IN91-Ai1ON DETAIL � [ I JOIST LJ T A[ SPHERE H, PASS THROUGH, ALL RISERS TO HAVE-- y %'EXTERIOR GPP CPK PLYWOOD REFLECTIVE N 0 T TO SCALE BACKERS OR "/,a"PI.YW00I7 5U6 Ft00R W/mrV IM5E wP.AP OP ZIP 00AM, WHITE MODIFICATIONS TO Gl,L1 P ANl7 NNI,EP TD JOIST PREVENT A 4"SPHERE 9,011 FROM PASSING THROUGH MIN,CLEA}? REFLECTIVE RED G 9"MIN. $:, Level,. PANTONE#187 TOTAL RISE ISCLEAP Pin,2ncl,Fi. GREATER THAN 30" TIT_� 111 Q LANDING ° --(�— — Y __ 5OUA5li l3LOCK5 @ Ib"O.C. is, V OIA1T�hl �I ; a 11 7,6"rJl F.J,'S 16"D.C. � ` `�,� � EXCEED� STAIR CODE DIAGRAM ------------ ----- VIM POA70 (2)2z6PLME NOT TO SCALE Y,"GYPSUM 3DfV?P E 1i2" 511JCCO FINHI SRO E The construction type ON Wff LAr}' designation shall be CEPAp PliftcfION�HIN6LE5 6" I, it, III, IV,or V WFATI�P to indicate the construction DESIGNATION FOR STRUCTURAL FAMILY ROO DR classification of the COMPONENTS THAT ARE OF z structure under TRUSS TYPE CONSTRUCTION F(o VIE CL•N'13OKV 51PIN6 611 v WEArIEV section 602 of the BCNYS. FLOOR FRAMING,INCLUDING , z GIRDERS AND BEAMS �-' ROOF FRAMING r 2x6 W002%V5 @ I61E O.C.WI11.1 P-20 All ow5uM f30AI?P- ; Off OF 1311?AY FOAM 1N5 LArION MIN,OP FLOOR AND ROOF FRAMING - P-0 PArr,PLU5 F-59I6112 INRLAIION FNI51-1ITOOP I'I YWOOD 5U6 l I.00R EXIVOOP.GRAPE CPX PLYWOOD al.r-P ANP NAILEt7 TO JOIST W/fYVEK N0115E WRAP OR Z!P[30A??0 One&Two Family Dwellings: 911171 155V rOp PLANNING 20 P,f,51LL PLATE (a)When truss type construction,pre-engineered wood construction,and/or timber construction is utilized in the construction of a new residential structure on in an addition to or rehabilitation of an Fin,IsL rl, — existing structure,such residential structure shall be identified by a sign or symbol in accordance with — the provision of this Part. 1131.00K5 @ 16"O.C. (b)The sign or symbol required by this Part shall be affixed to the electric box attached to the II 7/8"fJl K1,1,c 16"O,C, exterior of the residential structure;provided,however,that: PIM rOAV (1)if affixing the sign or symbol to the electric box would obscure any meter on the electric box, --5,SEA. or if the utility providing electric service to the residential structure does not allow the sign or symbol to (2)2K6 PS,5111 PLATE be affixed tothe electric box,the signor symbol shall bea ffixed to the exterior of the the residential - -------- ------ structure at a point immediately adjacent to the electric box;and F-19 r3Arr IN5L>_A11ON MIN, a.i{ 11 FMItE SNIFtP (2)if no electric box is attached to the exterior of the residential structure or if,in the opinion of the authority having jurisdiction,the electric box attached to the building is not in a location likely to be lI = 51LICCO FINI5.1 ABOVE GRAPE seen by firefighters or other first responders responding to a fire or other emergency at the residential 1211*I x 18"P MAX0 FROM COPIdFRS ANCHORS @ 4'O"O,C. I 9 structure,the sign or symbol required by this Part shall be affixed to the exterior of the residential Mi structure in a location approved b the authority having jurisdiction as a location like) to be seen b John PP Y Y 91 Y Y firefighters or other first responders to a fire or other emergency at the residential structure, G. Q A. #4 FWAp 24"O.C. c The sign or symbol required b this Part shall be affixed prior to the issuance of a certificate of Scarlato Jr. NEW BASEMENT 130i1i 1/>PfICN LY AND I'�PIZONffV.LY {) gq Y occupancy or a certificate of compliance.The authority having jurisdiction shall not issue a certificate of 'a 4"FVOM Our5lm OF Pouf occupancy or a certificate of compliance until the sign or symbol required by this Part shall have been affixed. Architect 10"POUVEP CONC;<fir F01J1JD-now WATERPROOFING MEM6PMIE OF (d)The property owner shall be responsible for maintaining the sign or symbol by this Part and 1 COMING shall promptly replace any such sign or symbol that is affixed to an electric box when any change or 33 Byram Hill Road i"nwmf CxPAN51ON JOIN r 44 2"V-10 RIG1P IN5ILATION modification i5 made to such electric box.The property owner shall promptly replace the sign or symbol PO"AGMI5f FOUNPAWN%-LOW by this Part if such sign or symbol is removed or becomes damaged,faded,worn or otherwise less Armonk,NY 10504 6 AM conspicuous to firefighters or other first responders to a fire or other emergency at the residential 5"caNcl.�TE 51-Ar3 w/6K6/IDKIo � MPPox. Phone: 914 273-7350 W�VM W/VMOP PfflFirl',ON ° 60 �, structure.The property owner shall keep the area in the vicinity of the the sign or symbol required by COMPACTEP6'AVEi. °.�. �.--!--... ..--E -- �_--,�_ this Part clear of all plants,vegetation,and any other obstructions that may hide or obscure such sign or JGSCARLATO p@GMAIL.COM (FOP r3n5EMEND I I El I EY 111_--I I i 1 11--I 1 ILA I G symbol or otherwise cause such a sign or symbol to be less conspicuous to firefighters or other first a III I 1-1 I I=f I I—III—III=1I 1= responders responding to a fire or other emergent at the residential structure. — - III III111=IlIIII, I�.) JII p P Y MILLER RESIDENCE '-=' . ,.•_,_ � ••..' 11111Ij�:�lE1�:�;1!_��I►I -111_�._I�' _ a - a - ee sign or symbol indicating the utilization of truss type construction pre-engineered wood • '� ° ° i %�=: /}"PIAM.FOOTIlJG DRAIN WIi1�l 12° {)The 9 Y Yp �p 9 GRAVEL COVED UNPEP SILT 5C1EEN construction,and/or timber construction shall comply with the requirements of this subdivision. 4!'�7 HAWTH O RN E AVENUE PIrCtED f0 PI?YWFLL (1)The sign or symbol shall consist of a circle six inches(152.4 mm)in diameter,with a stoke of RYE E BROOK, N.Y. 10573 � :• '.0: T1I T�a4 MPAP,a"MIN,MOM 5IR5 1/2 inch(12.7 mm).The background of the sign or symbol shall be reflective white in color.The circle ANP[OrrOM OF 24"KIT" and contents shall be reflective red in color,conforming to Pantone matching system(PMS)#187. CONnwLIOU5 FOOTING Pour, (2)The sign or symbol shall be of sturdy,non-fading,weather resistant material;provided, however,that a sign or symbol applied directly to a door or sidelight may be a perminent non-fading NEW HOUSE .0 sticker or decal. (3)The sign or symbol shall contain a alphabetic construction type designation to indicat the construction type of the residential structure,as follows; TYPICAL WALL DETAIL- ) , , (i)if the residential structure is subject to the provisions of the BCNYS,the construction type SCALE: 3/4 = 1 —0 designation shall be"V"and (!I)if the residential structure is subject to the provisions of the BCNYS,the construction DETAILS classification type designation shall be"1","II",1I111,"IV",or"V"to indicate the construction classification of the structure under section 602 of the BCNYS. AN D'NOTES (4)The sign or symbol shall contain an alphabetic location designation to indicate the location(s) containing truss type construction,pre-engineered wood construction and/or timber construction structural components,as follows: (I)"F"shall mean floor framing,including girders ans beams: RSD Ab- DRAWING NO. (ii)"R"shall mean roof framing:and h'jy (111)"FIR"shall mean floor framing and roof framing. O (5)The construction type designation shall be placed at the 12 o'clock position of the sign or O symbol,over the location designation,which shall be placed at the six o'clock position of the sign or symbol. I I LEGEND I�w CON5MION 0 New l:ouNnArloN ' eX mr,CDN5TRIJCTIoN To 5TAY L eyj%NG To a FemoVen ® WNnOw NUMM, x ELEVATION t.oCA11oN A 46 I'. I I I I I I I I 1 AGsroNe ( I I I rAT10 1 - I I I I ' I I IlJF f ll} 1 II I GG lVl I 1 I I 1 1011 I I I 1 f �CF�A11ON FOOM I I woos Loaf:VINn ME ROOF I I f I I 911121 155U1 P FOP,PLANNING El . I I 1 f ' I 1 PAIIl#4 John G. Scarlato Jr. 21 I I -- ---------------------=------------------------------------------ Architect ' F 33 Byram Hill Road I Armonk,NY 10504 Phone:(914)273-7350 I I ( I JGSCARLATO@GMAIL.COM I I f V I I I I I woonsf7s ( I MILLER RESIDENCE ANnH�wnl?A1�5 I I 47 HAWTHORNE AVENUE I f f UP f I I RYE BROOK, N.Y. 10573 I f CAp.AW�5 AP ON f f I G1ZA17E f J I NEW HOUSE I I I f f I { I I I BASEMENT/FOUNDATION CONSTRUCTION PLAN fL- .. _.__ - -- - -- --f 29'-0" 23'O" DRAWING NO. o . BASEMENT FOUNDATION CONSTRUCTION PLAN 5za-�� SCALE: 1 4" = 1'--0' ,, ��N i LEGEND New colvsr��c�noN NGW FOUNt7AilON i 0 EXMM6 CON50C11ON TO 5TAY i POOR NUMCUI ® WINDOW NUMM, 2,'-Zr x FLFVA1ION LocA110N L7 I 6 0 1 I FAMILY p00M ON;FLOr I wic L- I OAK FLOOR M 69P,919P00M LAGSTON� i OAK r-LOOP PA110 a� - g PN I tS1 \ 10, S W51TU ail \ 10 W0017 j OAK FLOOR MA11=onM I SWING p00M w OAK FLOOR MA511 t? [3A1Np00M 911121 1551 P POP,PLANNING ............L POWI��R ------- 1 7 - MA50NFY 5rOW MMNING 51MCA MI, oil aMIRY - a MICHWAffT 7RYl R Ft pp ►7RY�R KITCNN MUn ROOM OAK FLOOR ° rlt.f FLooR LAUMPFY ' John G T1 FLOOR i G. 2° 000 - _ FANCEN COMCL Fpploom a Scarlato Jr. Li Architect uF PM 9 R r P. z R 33 Byram Hill Road EH9 Armonk,NY 10504 WOOV 5015 Phone:(914)273-7350 ti ANQIMM"5 JGSCARLATO@GMAIL.COM ' S1lIi7Y I �- 09,FLOOR MILLER RESIDENCE �OY�R TWO M,GW'A6� ' z4xa0 7 OAK FLOOR coNcrl rF FLOOR 47 HAWTH O RN E AVENUE RYE BROOK, N.Y. 10573 21w ------- NEW HOUSE I I COVF Imp PopInco ®..------------------------------ FIRST FLOOR CONSTRUCTION PLAN DRAWING NO. 29'-0" 2'9'-011 *�,��Ir{C-3 A C� S GA O O FIRST FLOOR CONSTRUCTION PLANA 6 SCALE. 1/4 1 -0 0P NO LEGEND MW CON5'MJC110N •:; NEW rOI.INDA110N 1:X1 M6 CON51UTION TO 5fAY n5mc,f0 it ffmcw-7 OPOOP NIimo3 ® WINDOW Num9p x E:LCMION LOCAnON ( II I I I ( I II I I I ( r�npooM I I MA51�p I 1FW CMING II I I I I ( II I I I I II I I I Mffp OM - CA7'hlNX&OILING II I I I I I UNFINI51f17 Arrlc I I 5roP.Aa MA5TFAY C IN6 I 9/1121 155UrP FOF PLANNING rP.AY C�lLING I 2400 II I I I I I II I I I ( I LINFN 0 FLOOF CL j �=•✓PATH WIC ON FM MTH FLOOp x John •W1fI.0 L00p Wl � 4 �) I:-rcIpiC I tcTiC FMIA r =� I'AniMr Ar CL 0/f,!'00oop Scarlato Jr. i I T, O �5 a ep J al{o l�x�a Architect � ON OfV.I'LOOp 33 Byram Hill Road ON 9p 30x80 Armonk,NY 10504 �p Mop5025 Phone:(914)273-7350 4112MM5 JGSCARLATO@GMAIL.COM OAKf0op MILLER RESIDENCE LOI;r 47 HAWTHORNE AVENUE 09 FLOOF RYE BROOK, N.Y. 10573 WIC I1�1?pOOM#3 �o��a M FLOOF 30x8a NEW HOUSE SECOND FLOOR CONSTRUCTION PLAN L_ — — J ED Ap, DRAWING NO. r ° o SECOND FLOOR CONSTRUCTION PLAN 130A A 71 SCALE: 1/4 1'-0' OF NO ISor,Ia unlnerLAYMcwr. FIBERGLASS SHINGLES UNITMAYWHrPOP.A5PIJN•f'41,.E5,CLAY AJJV camiE 11LE,win POOL'wIJCLE5,MINEPN.SURFACEV POLL P00!'iNG.5LATC 410`,LATE-iYl'E RIDGE VENT ON 15#BLDG FELT 51 IblC f5,WOOn 9 QiJQ E5,WOOD qm5,METAL POOF PNJEL5 AV PHiOrMT/C WKU5 51W.L LOI,EOPM f0 TIE APP6ICAL 5TA 4Pff.P5 LI51UV LEGEND. ILI 11i15 LIWIM U�fVEId.AYMENI'MAIEPIPL5 MO€JIITV fO COMPLY WII}tASfM t)226.V1970,NB69 40 V6757%M GUM ALAPIM ILIVICNINCc COmPI.ma mm f C 5jAmi t7 m5Gr1AVOW MTV,iF APPLICAM,M-aA'56INCA11al INPICAIR91H TAi,.I507.1,10),IJNV MAYMEI Ir 51W.L GE EXT.GRADE 1"SPACE FOR PLYWOOD SHEATHING APPLIM IN ACCCW JCC W1111 RIM 1507,1.1(2).UMPMAYMCIJr 51M L'f AffACIfV IN ACCOP.VMKE W IH QMV I507110), AIR FLOW OR ZIP BOARD NEW CON50010N (FOLLOW MANLIF. vwxE!>Oi..I(.3>u1JI r1nYMENrnrrAtlwlrar. SPECS.) 9WWUNVATION nEI9,ff r-AYNYtIrgiaffARLIEn 9,1A611nPArrMOf12D,0E5r:ETV&V,I9W-LAr5Win€A6-110I9'ALIIJ6Af51M ROOF RAFTERS ANPENVLN'5.uIverLAYNJ:iJrLJW.LCE W/O EPIISN6Mr-MOPlMA5fICCM1NL5OPCW5rMn 5W111A14091JNl.CAP PIAMEIEPOFr10rL,,511W1IuImi 1B^D,C. 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U N DERL_AYM EN T AND ICE- SHIELD CODE R EER EN CES I NOT TO SCALE I I I I 05tI?9PROOM I 1 I 'WAY OILING CA1"HWM CNI,AG I I I 911121 15502 COf?PLANING MI,6M,PAW I I I I I f I VAY OILING I John G. i Scarlato Jr. Architect 33 Byrarn Hill Road Armonk,NY 10504 Phone:(914)27.3-7350 I JGSCARL.ATO@GMAIL.COM I MILLER RESIDENCE I 47 HAWTHORNE AVENUE I RYE BROOK, N.Y. 14573 I NEW HOUSE I ROOF PLAN . I I I I I I I I IDRAWING NO. x � ROOF CONSTRUCTION PLAN- 0 0 ke SCALE: 1 4' = 1'--0' OF NO Replacement Trees Note The Ian is to remove two tree below 10 inches p i And two trees between 10 inch and 24 inches so / B U X U 5 Shrubs with small,ever- B.micro. Excellent for, B.micro. FullMoist, sun a-dra shade. p,Q green,aromatic leaves. Height: formal hedges 5 to B Moist,well-drained,sllg {{77jj t.�, LITTEELEAF BOX- WOOD Slender green branches can 3--4' asadarkever- B.semper. acid soil.Plant wfdl prof be pruned to form a dense Spread: green back- 5 to 8 tion from drying winds. We are planting back two trees with 2%Z inch caliper Buxus microphy!!a hedge.B.micrnphylia has%2 3 4' drop.can be Boxwood is shallow coal ll�y l.�c COMMON BOXWOOD, in.,medium green leaves, B.semper.pruned into do not cultivate soil in -- ---- ._.. _.-._ �� E N GLI S H BOXWOOD while B.sempervirens has Height: topiary, immediate vicinity.inSte ___-.. $ 3/9-in.,deep green leaves. 15-zo' mulch to suppress weed' B.sempervirens Spread: and keep roots moist. . `•• Height: Border or 4 to 8 Full sun to partial shade. FORSYTHIA Very popular deciduous g ,! FORSYTHIA, shrub with clusters ofbright 5-10, massing Moist,weti-drained,ordi- yellow 9-to 2-in.flowers in Spread: shrub.Abun- nary garden soli.Forsythia 1` BORDER FORSYTHIA spring, 6-12' dantbri bright/ p g,followed by medlum g thrives in a wide range of Forsythia x intermedia green,toothed,lance- yellow flowers conditions.Mulch during shaped leaves.Many culti- in early to winter and protect from 40 �5 y "' vats of this hybrid vary In mid-spring. winter winds in colder cll- �`} flower and leaf forms. mates.Prune in late spring >!'A after flowering. HYDRANGEA Popular shrub grown for its Q Height: Border or 5 to 9 Full sun to light shade. showy clusters of pink, 3-6' specimen Moist,well-drained soil. Uu� FRENCH HYDRANGEA, white,or blue flowers, Spread: shrub.Showy Flowers are blue in acid soil, {t Q' H O R TE N S i A whose colors depend on soil 3-6' clusters of pink in slightly acid soil ti Hydrangea.macrophylla pH.Large(6-to 8-in.),thick, pink,white,or Hydrangeas are often killed h �t] blue flowers to the round b severe win- ( J toothed,oval leaves are In summer. ters.in colder zones plant in + 30 deciduous in zone 7 and sheltered areas and cover colder but evergreen where with mulch before winter. winters are mild. Deciduous shrubs enom Height: specimen or 5 to 7 Full sun fin the North)to SJ �, t� " (9 1 R H O D O D E N- 0 6-10, tall border partial shade(in the South), passing more than 300 ��� �� P(��QS p 4t D R O N cultivars.Most have long spread: shrub. Requires evenly moist well- Oti ' G H E N T HYBRID tubed,fragrant,11/2-to 21/z- 6-8' Fragrant flow- drained,acid soli that is rich y� r_+ �� I f - / AZALEA !n.flowers in pink,orange, ers in early in humus.Mulch to maintain �- ' Rhododendron yellow,red,white,or in summer, even moisture.Protect from x gandavense combinations. Autumn leaf drying winter winds.Grows oA��'� �� �, color. best in cooler regions. qq CT J !U N I P E R U 5 Evergreen conifers widely Full sun to partial shade. Qi v U Height: and low 4 to 9 CHINESE JUNIPER, used asfnundationplant- g Lighf,5andy,moderately ings,ground covers,or mass 3 5' hedges.Green moist soil.These species do ` � P F I TZE R JUNIPER plantings,with sharp awl- Spread: to blue-green not tolerate soggy condi <luniperus chinensis var. shaped needles and gray- 5-10' or gray-green tions.They may be troubled n/ chinensis'pfitzerana' blue berrylike cones. var.Barg. fohage.Light by slugs and snails and are ��j' 5 A RG E NT JUNIPER 'Pfltzerana'is a large shrub. Height: blue berrylike susceptible to juniper 0 0 1.chinensis var.sargentii Sar anti!is low-growing and s Bad• cones. J(� g g g blight. a good ground cover. p 5-1 a' I �i�� �' I I t IF �� Q U E R C U S stately trees with broad Height: Large shade or 3 to 9 Full sun.Deep,moist well- F-D crowns.This eastern native 50-80, specimen tree. drained soil that is slightly WHITE OAK has highly variable,6-in., spread: Attractive acid.This large tree is diffi- Quercus alba round-lobed leaves that are 5G_80' green foliage cult to transplant and grows OE dark green above and pale turns russet in slowly.Transplant when green below and turn brown autumn. small as a balled-and- in autumn.Bark is light gray burlapped tree. and when mature has flaky, blocky ridges. N' } �(� -- __.. io ?r � p i z �z `- r ' 't Y f l sll t'' i z.t. 1�'` s ice►t �i ,if��. ►o f zs/zo t '�'� one' �' >� • '� � � �r�s�'r�'I� s Gam- u. x -_, P �11'nPIa16 p s��� John G. b 1� S,�.�.� � ���oDp���� s��� Scarlato Jr . D --- T �T 7— Architect �Cp)a C� ro r� '� �_VGA Gr, r o(t� �I�—s' 7 33 Byram Hill Road gA - Armonk,NY 10504 !! rs t" '''ult� � Q ��_ Phone:(914)273-7350 JGSCARLATO@GMAIL.COM ; - MILLER RESIDENCE S pie DRIP FINE .- _ -HAWTHORNE AVENUE Pew gym,• `� �L11:1RYE BROOK, N.Y. 10573 DIzyW]- r Sk[_VkiL V V-a"hiVJ3dHbi••--•- - O '0_ oaQ pu�d �� NEW HOUSE V��'� � two r. �w a 1� .. E'rU•.IIAKiNUW[ FENCE I--••-------•--j �� lI t1 t - 1'_r�In NiMlnlhf scn�Es•E PROTECTION � LANDSCAPE PLAN FOR NEW HOME _ 1' ? 1.THIS DET41.Is VENERIC-AND SHk I:DE USED AS A.VIN94UM CIACE1111E ADDRIOVAL SIEPS NECESSARY MAY BE -------�------ _-.. ca ------ REQUIRED RASA ON 5i1'E.5PECInC C0r7ESIRDNS -...._._ 2:THE FENCE.MtL DE LOCATED A miNimum OF T'-0 nUIS'DE THE DRIP iAC.OF 1HE TREES)10 RE PROTCreo [` f j 4�• AND try NO=SWYL BE CLOSERTHAN T-U•TO THE TRUNK eF MY 7REE - DRAWING NO. 5F •f 'A:TENCE POM 5}QL OE CONSTRUCTED QI Einim'.STAIM D S1EEL OR vMoo Posis WITH A MINIMUM CROSS _„_.--�-'^ - iFlTID110F 1p SCU/JtF tRairs R'Y . tt - 4,'THEFENCE IOY RE EITHER AO KGH V4SIDILITY SNUG FENCE O�PIAStIO Yffrl FENCIND,OR AlTY 4RIEy IU,TERui/S ` ❑,'A - APPROVED BY MC ENGdNEERINO oFPARRIEItr. �,{ �.• J��S��� 5.:RROVIDE StGtacE STATEING'i70 CONSTRltC7TOH'9EFOND THIS PDlllr'CR A@pAOVFA.EOUt3.Itl t0'-p'INenaANT5 t�, £ `� TIYi1 ��', �t - TREE PROTECTION-DETAIL $ ''' i-1 r _ �.: •.. �7't�"t 1�GI�F�I' ���✓�'{'u� , � � �� - N T.s,. .---_- - m ���� �O3„�'``�•� n. ` trno ,