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BP23-179
PERMITm4oc )3—// J DATE/o 4j/ A3 fxP./o av 41 SECTION BLOCK LOT TYPE OF WORN o, jk e JOB LOCATION 1Y�/ ddFl7 fbn�Anit-ilve — A10A 00441t 9- -YO96 fJ/✓eS (9/4)7y7-/974/ T it DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS 0 SPRINKLER ELECTRIC 0 LOW -VOLT O ALARM AS BUILT Vk A CS FINAL t01 ER APPROVALS ER AS-B*4?)7�w EQFINQCel �yE DRnu� �V V 19 VJ UV�V VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.!yebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE July 12,2024 Hidden Falls at Rye Brook HOA 14 Hidden Pond Drive Rye Brook, New York 10573 Re: Hidden Pond Drive, HOA Common Area, Rye Brook,New York 10573 Parcel ID#: 135.67-1-7 Building Permit#23-179 issued on 10/24/2023 for a New Wall& Drainage This certifies that the new Redi-Rock wall and drainage,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building& Fire Inspector /to WEE JUN 2 7 2024 (' '�'•'Ii i For office use only: BUILDING'&' R.-TMENT PERMIT VILLAGE OF RYE BROOK VTLLA', OF RYE I lk6OK ISSUED: BUILDING DEPARTMENT 938 K►NG STREE4�41rE BROOK,NE>v PORK 10573 DATE: - �- '4).9,�9-0668,. Fre: PntD rvwwxyibrook orQ APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK AND PRIOR TO THE FINAL INSPECTION ...................................................................................................................4......... Address: 23 ►66er QDt Q%Ne 21014 (20n71"12 ' p ECG Occupancy/Use: Parcel "ID#: Vb5i•6_4 �lOGY1�l `CAZ o p ��Zone: R—ko Owner: , P%1 0 �cX'a Q xtJnU V1M �,,� s: 3'�,ti�h,6e(h 11 I)Yt- S� \Ic.r Kata.,n A1eiGj r P.E./R.A.or Contractor: (�GtvPS'{'f E � dress: �`zL -Zy}Q�(LC lP Iik1. Q1(�,Y�S, U Person in responsible charge:�ex�e( 6, Address: wA Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: being my s om,deposes and says that he/she resides at l i YA (Print `N,,umc oIf Applicant) (N'o.and Sircet) in \(`�t{\�tc- �l[q ,in the County of `v1Q��I��l in the State of ,that (Cityfi'ow•n'Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value orally materials and labor which may have been donated Gratis was:S Q1 OOV•D0 forthe construction oralterationof � n^i1 „ it U-, (IC CAM —a�Cy rArY'P+�C`e� (CA AC .Cl '�P� SN a tC re.tr t\l - Deponent further sintes that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,tntd that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so for as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for nn owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,convened or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance Shull have been duly issued by the Building Inspector as per§250-IO.A.of the Code of the Village of Ryc Brook. Sworn to before me this ':3O Sworn to before me this day of ,20 day ol�fi� _. ZOZ �, •nature of Pro d}'Owner -- — Signalwu of Applicant �1,'aJ �j—�f Print Name of Applicant Pam ame of Property Ow v�/ — t lic US Notary Public Notary Public,Stato of Now Yotts No.4672040 Qualified in Wasiches r'Co 1 Commission Expims '1 u O� �E BRC�v� 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : H C:J Q ^-) --?o.a 1 )E' 11fe-, Z4 0A DATE: PERMIT# ISSUED: � ?.,,SECT: BLOCK: LOT: LOCATION: C� �? �� ����y T (" OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... D ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS C ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION © FINAL ❑ OTHER i'•1« � f tj1 y ' d QyE BRC�v�. 9982•��O BUILDING DEPARTMENT 0§UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS • �� A�� DATE' `, ,- PERMIT# "-a3 f ISSUED: '`� SECT: BLOCK: LOT: -(z0 LOCATION: y \\ `-�` �( � OCCUPANCY: ❑ Violation Noted THE WORK IS... [] PASSED ❑ FAILED REINSPECTION ❑ ITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ^ ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK l ,� ❑ FIRE SPRINKLER (,% ,l , y , kQ PQ � -sk b(ai C� ❑ FINAL PLUMBING ❑ CROSS CONNECTION /� f ❑ FINAL ❑ OTHER t QyE 4RC��• cu � 1982 BUILDING DEPARTMENT ❑BBUILDING INSPECTOR e ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 King Street • Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS ' �l �O Q V �O til ` 1 ✓� DATE. l� v�y PERMIT# .if ISSUED: SECT: BLOCK: LOT: LOCATION: , , OCCUPANCY: ❑ Violation Noted THE WORK IS... �YASSED ./� ❑ FAILED /REINSPECTION ❑ SITE INSPECTION ""` REQUIRED R-FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER •4 f i-I t? _ r dtr �` fit-♦ T ,� r,. �t.,tc � J r C• C. 1. A tk . I f • •r �� .. , •ire _++� �•�' t�y��ti �� •�� •.�� �''.; f�-'': .�."�� It '• �ti�,�-,•;. ,�`- ,f • ,.•� ,� 1. �w � ���ti �. c • • � > • JV i .. r f 4C ' . �► � -w � . till low If Ail Air � S�.t� r �� R;;,•l:f�x,. may.,,.; .1^�`�� ��r a r ■ _ � N N �o � ■ a Q o a 72 72 a p1 r T M�I 1�Qi ii N ./.� W N Lys] z Cq �. � _ vi qj GGO v y v a v�.� p �' � ■ J yg q eo W oQ © � � �i W 3 ° v w � � Q ■ ON 00 r va o CDH .., •. No z m z o g a oo V 0 a xn wv w Y 0 0%4 CA 04 oc x -- 4 mCIN F-1 U z z F` v v O cd O s 1�1 1�1 U N gg O i N d a Q w V W o o � � a � I Q z W G `r^ vo� vo cG � z H �" [0� Z c' Gs.- vtZI bp . � G� �+ F p w n v v v � U �1 > � z -, w z c F �� - u U cn J2V W 0 V Q U �., pwp .y U 1F�I 4 IxR A V O V t z v/ o� � 0 N MCI JL W v moz H A a W � � b EB BUILDING DEPARTMENT E C E 0 v VILLAGE OF RYE BROOK FEB 2 7 2023 938 MNG STREET RYE BROOK,NY 1057 (914)939-0668 VILLAGE OF RYE BROOK �ir'►\.► taott.,rtta BUILDING DEPARTMENT -- r FOR OFFICE USE ONLY: o /i�!� Appro%alDatt: OCT `� 23Pcr -/ + Application# AFa(�.Ja3 'I %pproval Slgnnture: ARCHITECTURAL REVIEW BOARD: Disappro.ed: Date: BOT Approval Date: Case# —7 Chairman: PB Approval Date: Jam Case#F, -0 / Secretary: ZBA Approval Date: Case# Other: ` Application Fee: Permit Fees: 1 FENCE / WALL / GATE PERMIT APPLICATION Application dated: 19 1202 L_ is hereby made to the Building Inspector of the Village of Rye Brook,NY.for the issuance of a Permit for the installation,construction,repair or replacement of a Fence,Wall or Gate,in accordance with Section 250-6 B.(1)(g),of the Code of the Village of Rye Brook,as per detailed statement described below. Swirnming pool fences must conform to the State Code. I. Job Address: �A', �b i\\) pi, ailea, 2. Occupancy/Use: t 3. Proposed Fence/Wall/Gate(describe in detail): 4. Property Ow ner:"t C n ) y��A 041 Ces Address: Phone# 1 N- ioP6 Cell 'R email: RC� C00% Applicant:FAO&(,Sfm 'MVPS -' .(V �� L�fi(1`�'�I�C G(1 Address; 3<3 C\foc Phone#q \'6-4H Cell# Qw'yq—+-`56 S(n email: C\0(\-eC2CMLabC-CCj('f-5�(l Architect/Engineer: `, 1 C Address: 5\ f � Q \M z Phone 4t C1�A- U 8�( Cell it email: .ate62 1ti)OWLAJ' 1' -Coy Contractor: `�,1 f j� , l p Address& Phone: `)b22( (7 j-M \(r.kf- tkMAP �1� M!S, `�'1 kI[�VU CA�� 5. If building is located on a comer lot,which street does it front on: N'IR 6. What is the estimated cost of construction 0�, ,F)0G-- ) (NOTE:The estimated cost shall include all site itnprovetnen s,labor,material,scaffolding,fixed equipment,professional fees,and material and labor which may be donated gratis.) r 7. Estimated date of completion: lun(l ,� 1 8/1212021 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. ***i.•*,F*****$***•/:********n4**********1Yk#'k'k:t*:4ft*°k'k*'f.•ic+l'1@'k**1Yi'1F#fk'k+ktk*x•:I.•*�:is+�*A•$i;��:*******xx'k*fir*J:i:*i:•i:*:F 1i:i;d::F irnk•n+'r STATE OF NEW YORK,COUNTY OF WESTCHESTER 11,k\,ec 0l y,W. 1Nj, W ao (t y W)n ,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)hc is the colaux1trx for the legal owner and is duly authorized to snake 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,ordina ces and regulations. Swom to before me this Sworn to/before me thi: day of 920 day o 20gV _ Signature of Property Owncr Sign turc of Ap cant Print Name of Property Owner Print Name of Applicant Notary Public 1yut,try ublic SHARON SPINA Notary Public-State of New York t ,j,01 SP4912189 Glualificd in Waw chester County My Commission Espires Nov, 30,2025 z 8,1212021 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. *************************************k***1`*i;*tR*f;*ik*fr**F*f,hk**k*i:k•k*****rk h*irk*•k*k**kk**kk*F#****k*******M! STATE OF NEW YORK,COUNTY OF WE'STCHESTER being duly sworn,deposes and states that he/she is the applicant above named, (print name oriodi%-Iduat signing as the applicant) and ftttther states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the _C� for the legal owner and is duly authorized to make and file this application. ((adicate architect,contractor,agent,anomey,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 belbre me this Swom to helime me this; day of C 2C2_ day of a dE ,20IJ� §igWurc of Property O«rncr Sigh iurc of Applicant �i Print lame of Froperjowaw, VPrint Name of Applicant Notary _ — 'ottary blic `'� 1EANMARIE KLAUS SHARON SPINA York Notary Public,State at New York Not aUa Notary Puttilo Of Now No.aa72o4 No.01SP4912189 dupvwd In Y�the;t ca , oustim d In WEa Pty Cominisaion Tres d�`� j My may" pi 2 MV2021 RECEIVED October 12,2023 Approved 7-0 O C T 16 2023 VILLAGE CLERK'S OFFICE VILLAGE OF RYE BROOK PLANNING BOARDI RESOLUTION mLl COPY GRANTING SITE PLAN AND STEEP SLOPE WORK PERMIT APPROVALS FOR PROPERTY LOCATED AT HIDDEN POND DRIVE WHEREAS, Joseph C. Riina, LPE, on behalf of the Hidden Falls Homeowners Association Inc.,c/o Katonah Management,submitted applications for approval of a Site Plan and Steep Slope Work Permit for the proposed construction of a railroad tie wall replacement with Redi-Rock wall and installation of associated drainage for the property located at Hidden Pond Drive, HOA Common Area in the R-10 Zoning District, and designated as Section 135.67, Block 1 and Lot 7 on the Town of Rye Tax Map (the "Property"), and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Application for Steep Slope Work Permit Approval; 4. Application for Wall Permit Approval; 5. Building Permit Checklist& Zoning Analysis; 6. The following set of plans generally entitled, "Hidden Falls Homeowners Association" prepared by Joseph Carlo Riina, LPE, last revised 9/28/23: a. Sheet 1, "Site Plan"; b. Sheet 2, "Existing Conditions Plan"; c. Sheet 3, "Details"; d. Sheet 4, "Wall Details"; 7. A Site Survey entitled, "Topographic Map prepared for Katonah Management Services, Inc.in the Village of Rye Brook"prepared by Ward Carpenter Engineers, Inc.,dated 6/3/22; 8. Review Memorandum from the Village Planning Board planning consultants, Hardesty& Hanover, dated October 6, 2023 WHEREAS, the Planning Board is the Approval Authority for the Site Plan pursuant to Section 209-1.A(2)(a) and Section 209-1.13(5)(a)(3) of the Village Code; and WHEREAS, the Planning Board is also the Approval Authority for the Steep Slope Work Permit application pursuant to Chapter 213 of the Village Code; and 1313/07414883-0828-3932v1 10116123 WHEREAS, the Proposed Action is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the State Environmental Quality Review Act ("SEQRA'� thereby requiring no further environmental review; and WHEREAS, the Village Planning Consultant, Village Staff and the Planning Board reviewed the information, submitted comments regarding the site plan and steep slope permit and made recommendations concerning same; and WHEREAS, on October 12, 2023, the Planning Board opened a duly noticed public hearing on the subject applications, 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 continued/closed the public hearing to/on October 12, 2023; and WHEREAS, the Planning Board has considered the environmental impact of the proposed action, alternatives to the proposed action, the suitability and/or unsuitability of the proposed activity to the area for which it is proposed, the effect of the proposed activity with reference to the protection of steep slopes, and the availability of technical improvements, safeguards or other mitigation measures that could feasibly be added to the proposal; and WHEREAS, the Planning Board has considered the above-referenced Steep Slope Work Permit standards set forth at Village Code Chapter 213 and finds that the Applicant complies with Village Code standards subject to compliance with the conditions as set forth hereinbelow; and WHEREAS, the Planning Board has considered the site plan review standards set forth at Chapter 209 of the Village Code and 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 plans listed herein and approves a Steep Slope Work Permit, for the proposed construction of a railroad tie wall replacement with Redi-Rock wall and relate installation of associated drainage for the property located at Hidden Pond Drive, upon the following conditions: 1. The Steep Slope Work Permit shall be valid for a period of one (1) year from the date of this resolution and shall expire on completion of the acts specified therein,however, an extension of an original permit may be granted upon written request by the original permit holder or his/her successor, to the Planning Board at least thirty (30) days prior to the expiration date of the original permit unless waived upon good cause shown. 2. Structural conditions shall be reviewed and approved by the Village Engineer prior to the issuance of any Building Permit; 1313/074/4883-0828-3932v l 10116123 3. The Applicant shall submit a Construction Management Plan to the Satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. 4. All work shall require compliance of all grading and filling requirements of Chapter 213 of the Village Code. 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. BE IT FURTHER RESOLVED, during construction, the Village Building Inspector or Superintendent of Public Works/Village Engineer may authorize, upon the written request of the applicant, minor changes to the approved site plan. Such minor modifications shall be consistent with the design and intent of the approved site plan. The architect or engineer of record shall submit the approved change(s) on a set of as-built plans, which plans shall be maintained in the permanent file of the Building Department.All changes to the site plan, other than minor changes described herein, shall require approval of a site plan amendment by the Planning Board. BE IT FURTHER RESOLVED, all construction shall be performed in accordance with all approved plans and land use approvals, any approved amendments thereto and field changes authorized and approved by the Building Inspector, the Superintendent of Public Works/ Village Engineer, or their designee, in writing. Any applicant who violates this Resolution may be issued a stop work order and summons in accordance with the provisions of the Code of the Village of Rye Brook. On motion by Ms. Schoen seconded by Mr. Grzan the Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Aye MR. KROM Voting Aye MR. MENDELSOHN Voting Ave MR. RETTNER Voting Aye MR. RICHMAN Voting Aye MS. SCHOEN Voting Aye CHAIRMAN GOODMAN Voting Aye 13131074/4883-0828-3932v1 10116123 RECEIVED SEP 18 2023 VILLAGE CLERK'S OFFICE September 14, 2023 Approved 6.0 RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN AND STEEP SLOPES WORK PERMIT APPROVAL FOR HIDDEN POND DRIVE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, the Applicant, Hidden Falls Homeowners Association Inc. c/o Katonah Management, has submitted application for approval of a Site Plan and Steep Slopes Permit for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage, for the property located at Hidden Pond Drive, HOA Common Area, SBL 135.67-1-7 on the Town of Rye Tax Map, in the R-10 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on October 12, 2023 at 6:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York or in a virtual format as may be determined depending on public health concerns to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mrs. Schoen, seconded by Mr. Richman, Mr. Nowak, Superintendent of Public Works, called the roll: MR. GRZAN Voting EXCUSED MR. KROM Voting YES MR. MENDELSOHN Voting YES MR. RETTNER Voting EXCUSED MR. RICHMAN Voting YES MRS. SCHOEN Voting YES CHAIRMAN GOODMAN Voting YES ,NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application & a Steep Slopes Work Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on October 12, 2023 at 6:30 PM, at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573 Owner: Hidden Falls Homeowners Association Inc. c/o Katonah Management Applicant: Joseph Riina, LPE Premises: Hidden Pond Drive, HOA Common Area (Parcel ID# 135.67-1-7) Application: Review of a Site Plan Application & a Steep Slope Work Permit Application for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings & Video link from the Rye Brook website homepage and are available for review at the Building Department. BUIL9 -0 I D ��` �/ VIL OFRY OOK 938 KINGRYE BIR ,NY 10573 AUG 10 2023 -c rg VILLAGE OF RY` BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB Disapproval Da Attach Resolution Hereto: BOT[ ] PB VZBA[ ] Chairman: ' SITE PLAN FEE: ��1���� DATE PAID: aO c� ENVIRONMENTAL FEE: 50D o DATE PAID: mm laaa5 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.ryebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $325.00,plus$200.00 per additional dwelling unit. Non-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. Applicalion fees are non-refundable. The applicant's Escrow Account must have a positive halance at all times prior to any Consrrllum 1 rn,rir I 1711a,i�e review. r..scmw Fees and.Site Plan Fees must he paid on separate checks made pavable to the 1711afze of Rve Brook. *********************************************************************************************************** I. Site Address: HIDDEN POND DRIVE Parcel ID#: NfbrnOn Cl/Done: 2. Property Owner: HIDDEN FALLS HOA, INC. C/O KATONAH MANAGEMENT Address: 334 UNDERHILL AVENUE. YORKTOWN, NYE-Mail: KDEVITO KATONAHMGMT.COM Tel.#: 914-639-4096 Other: 914-760-2774 3. Applicant: HIDDEN FALLS HOA, INC. C/O KATONAH MANAGEMENT Address: (SEE ABOVE) E-Mail: Tel.#: Other: 4. Design Professional: SITE DESIGN CONSULTANTS Address: 251 UNDERHILL AVENUE, YORKTOWN, NlE-Mail: JRIINA SITEDESIGNCONSULTANTS.COM Tel.#: 914-962-4488 Other: 5. Designate to whom correspondence is to be sent: JOSEPH C. RI INA, P.E. Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary v,ith financial and confidential terms deleted. I 8/12/2021 6. Street which property abuts: HIDDEN POND DRIVE 7. Does property connect directly into State or County highway? (X)NO O YES: 8. Is site within 500 feet of Village Boundary?(>0 NO ( ) YES If yes note all bordering municipalities: 9. Total area of site: N/A Area of site activity: N/A 10. Site coverage: N/A %; Building coverage. N/A % 11. Existing building size: N/A New/additional building size: N/A 12. Existing parking spaces: N/A New parking spaces: 13. Nature of proposed activity: REPLACEMENT OF EXISTING RAILROAD TIE WALL (WHICH IS FAILING)WITH NEW PRECASE BLOCK WALLS ****************************************************************************************** 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: KYLE DEVITO , 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 AGENT 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. Sworn to before me this t. `) Sworn to before me this 1 day of aotkk 20oZ3 day of Nola b►c WNotaOwner nt Print Name of Property Owner_ IE" Print ame of Applicant Nary Public,State of New York JEANMARIE KLAUS No.4672040 Wotary Public,State of New Yetlt Qualified in Westchest r Cou No.4672040 Commission Expires Qualified inWestchest r Commission Expires 4 Qk�L� 2 8/12/2021 dR 'rf. VILL CF'OF RYE' OOK 938 King Set,Rye Broo ' Y. 10573 (91.¢)9 9-07 '� w .r � tl SITE PLAN SUBNUTTAL 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.!yebrook.org. 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: l. 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 (1) 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 sho7 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, KYLE DEVITO (KATONAH MGMT) (Applicant's signature)have read the Notification Requirements of Code Section 25040 and will provide notification as required. IDENTIFICATION OF APPLICANTM: Identification of Applicant: Applicant: HIDDEN FALLS HOA, INC. C/O KATONAH MANAGEMENT (KYLE DEVITO) Address: 334 UNDERHILL AVENUE, YORKTOWN HEIGHTS, NY 10598 Tel.#: 914-639-4096 Fax: F-Mail: KDEVITO KATONAHMGMT.COM Project Name: HIDDEN FALLS AT RYE BROOK Project Address: HIDDEN POND DRIVE, RYE BROOK, NY 10573 Current Property Owner: HIDDEN FALLS HOA, INC. Address: HIDDEN POND DRIVE, RYE BROOK, NY 10573 Tel.#: Fax: F,-Mail: IDENTIFICATION OF PROPERTY: Identifying Title: Tax Designation: Section: 135.67 Block: 1 Lot: l Zoning District: Street which property abuts: HIDDEN POND DRIVE Plan Submission Date: Site Plan Checklist Page 1 of 7 8/12/2021 Project Address HIDDEN POND DRIVE Y N NA PLAN REQUIREMENTS (X O O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 60 O One(1)electronic copy of all submitted plans and surveys. 0(0 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. 60 O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 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. 00 (Y Name of the proposed subdivision plan. 6 O O Name and address of the owner of record. 0( 0 O Name and address of the applicant. 00 (( Deed reference(s). Ai 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. 60 O North arrow and scale. 60 O Location map at the minimum scale of 1"equals 1,000 feet. O O 6 Area of all lots,in square feet. 01 O O Engineering notes on plans as stated in application packages. O O (Y 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. 006 Any prior land use approvals with respect to the subject property. 600 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. 6 O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. 006 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. 60 O Fees paid to The Village of Rye Brook Building Department. 6 O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPERTYINFORMATION O O (y' The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O Zoning and use of abutting properties noted on plans. O O ( Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O Location and description of existing easements within one hundred(100)feet of the site. O O FY Location of existing private or public trails within one hundred(100)feet of the site. (X O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 00 Location of proposed parkland.If none state nearest recreation facility 00 Location of existing septic system leach fields within two hundred(200)feet of the site. 60 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 HIDDEN POND DRIVE Project Address O O C( 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. V N NA PROPOSED SITE PLAN INFORMATION 6 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 6 Location of all building setback lines. 600 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. 600 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 O (( Location and proposed development of all buffer areas, including existing vegetative cover. O O 0 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the XX existing and proposed lots. O O (T Shape,size,height and location of all existing and proposed buildings. O O Location and description of any existing and proposed easements. O O 6 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 0( Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O O (5 Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). O O 6 Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O 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. 6 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 Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O Storm drainage plan and plans for snow removal and storage. O O Ok Pedestrian and automobile circulation plan. 6 O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. 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. 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 OC Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices 0 O O 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 Q Location of any common lands and/or public lands. O O (A 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 HIDDEN POND DRIVE 000 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 O 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. 006 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. 0 O O Retaining walls or like constructions,with details of construction. 000 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 Oft Location of fire and other emergency zones,including the location of fire hydrants. O O 6 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 O O Amount of any bonds required. 0 O O Amount of excavated material to be removed from site,if any. V N NA OTHER(as applicable) O O ® Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O 6 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 45 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 Applicants/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. II.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 HIDDEN POND DRIVE ❑ 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/planningdoes/pdfinaps/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/dpwibldgperm.htm. 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(I&I)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%20Service%2OGuidel ines.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 SEQR. ❑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/bidgperm.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 stonmwater 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.com/planning/maps&iists/drainbasinsl 1x17.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.com/index.php?option=com_content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address HIDDEN POND DRIVE ❑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, are 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: wN%w.dec.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.com/index.php?option=com content&task=view&id=1491<emid=2458 ❑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/stonnwater ❑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. El 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. El 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 HIDDEN POND DRIVE ❑ 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/Reports/InvasivePlantsBroch0g.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 i cations/bicycle_parking_gu idel i nes.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 I 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) JOSPEH C. RIINA, P.E. ��O y CARto O * 0 �2 Signature 1: 1 , ., , v w n I ur 7-17-23 �o �'O n3`Date 64 A al Seal Site Plan Checklist Page 7 of 7 8/12/2021 Short Environmental Assessment Form AUG 2 9 2023 Part 1 - Project Information VILLAGE OF RYE BROOK Instructions for Comaletine BUILDING DEPARTMENT Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 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 1—Project and Sponsor Information HIDDEN FALLS HOA Name of Action or Project: HIDDEN FALLS Project Location(describe,and attach a location map): HIDDEN FALLS HOA COMMON AREA Brief Description of Proposed Action: REPLACEMENT OF EXISTING FAILING TIMER RAILROAD TIE WALLS WITH PRECAST CONCRETE MASONRY UNIT WALL. THIS WILL INVOLVE DISTURBANCE OF SOME STEEP SLOPE AREA. Name of Applicant or Sponsor: Telephone: 914-962-4488 JOSEPH C.RIINA,P.E. SITE DESIGN CONSULTANTS E-Mail: jr ina@sitedesignconsultants.com Address: 251 UNDERHILL AVENUE,SUITE F City/PO: State: Zip Code: YORKTOWN HEIGHTS NY 10598 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 El 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: VILLAGE OF RYE BROOK ❑ 3. a.Total acreage of the site of the proposed action? less than.125 acres b.Total acreage to be physically disturbed? less than.125acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑ Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑ Parkland Page I of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes, identify: Fv-(] ❑ 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 ❑ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑✓ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑✓ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑✓ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑✓ ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? ❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ❑ ❑✓ 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? Z ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: NEW STORMWATER COLLECITON SYSTEM WILL BE ADDED 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: Date: '8AZ 2. Signature: Title: rn.)[ms�(,, PRINT FORM Page 3 of 3 EAF Mapper Summary Report Friday, August 25, 2023 1:54 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 'Ake, P` protect sponsors and reviewing agencies in preparing an environmental ' n� _ u S Pia assessment form(EAF).Not all questions asked in the EAF are 5„w+� answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks Although eh P°y the EAF Mapper provides the most up-to-date digital data available to a } 3 7 s�n Kd DEC,you may also need to contact local or other data sources in order mm� °5< cr. r"„t r'^' w o `° to obtain data not provided by the Mapper Digital data is not a c v'No` — e�° i � � substitute for agency determinations. 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Part 1 /Question 15 [Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report ENGINEERING & PILI�RKS DEPARTM �/J(� VILLAGE OF RYk;ROOK E� V LS 938 KING STREET RYE BR'2't ,NY 10573 �� AUG 10 2023 VILLAGE OF RYE EiROOK BUILDING DEPARTMENT STEEP SLOPE WORK PERMIT APPLICA FOR OFFICE USE ONLY: PERMIT#: Approval Authority: ^ Permit Fee: $ C�?5 01pd- Planning Board Approval Date: l�l J off Superintendent of Public Works Approval Date: Disapproved Date: REQUIREMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee $250.00 at43 is hereby made for a Steep Slope Work Permit. Application dated, ),,.,,Lv\`\ \�� y p pe 1. Address: SBL: (30#71non Ck.*66t Zone: 2. Property Owner: -Z' Address:Clb 1 �-l�,.a- 5SA y^&"\A Phone#:-%q Cell#: IN %0 -Xr3!� email: �ac�; ,6 �— J 3. Applicant: G\\S A A Address: S,� g�u Phone#: Cell#: email: 4. Contractor: L C'- Address:3 1� C;� , �� ��/ul Phone#: jj�A - -4LAa_a,\,; S Cell#: email: S. Full Description of Proposed Work: The re lace ent f existing failing timber retaining Wall With precast 6. Steep Slope Disturbance: Isolated Steep Slopes under 400 Square Feet: Square Feet Disturbed (a)MODERATELY STEEP SLOPE A slope equal to or greater than 15%but less than 25%: 22 % 317 Square Feet Disturbed (b)VERY STEEP SLOPE A slope equal to or greater than 25%but less than 35%: 49 % 702 Square Feet Disturbed (c)EXTREMELY STEEP SLOPE A slope equal to or greater than 35%: 29 % 413 Square Feet Disturbed 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES.- ` A S'MRnJLure of Property Owner 8/12/2021 I 555 Theodore Fremd Ave,Suite C-301 H&HRye,NY 10580 I T:914.967.6540 www.hardestyhanover.com MEMORANDUM �- OCT - 6 2023 To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook VILLAGE Of= RYE BROOK BUILDING DEPARTMENT Date: October 6, 2023 Subject: Hidden Pond Drive—Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Joseph C. Riina, LPE for the property owner Hidden Falls Homeowners Association Inc. c/o Katonah Management for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage, for the property located at Hidden Pond Drive, HOA Common Area, SBL 135.67-1-7 on the Town of Rye Tax Map, in the R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Application for Steep Slope Work Permit Approval; 4. Application for Wall Permit Approval; 5. Building Permit Checklist&Zoning Analysis; 6. The following set of plans generally entitled, "Hidden Falls Homeowners Association" prepared by Joseph Carlo Riina, LPE, last revised 9/28/23: a. Sheet 1, "Site Plan;" b. Sheet 2, "Existing Conditions Plan;" c. Sheet 3, "Details;" d. Sheet 4, "Wall Details;" 7. A Site Survey entitled, "Topographic Map prepared for Katonah Management Services, Inc. in the Village of Rye Brook" prepared by Ward Carpenter Engineers, Inc. dated 6/3/22. 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 11 action with regard to SEQR. 2. Steep Slopes Permit. The project involves 1,125 square feet of disturbance to steep slopes. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. All of our previous comments have been addressed. We look forward to discussion with the Board. Sarah L. Brown, AICP Associate, Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Robert Zitt, Esq., Planning Board Attorney Joseph C. Riina, LPE, for the Applicant G w / I 555 Theodore Fremd Ave,Suite C-301 H&HRye,NY 10580 I T:914.967.6540 www.hardestyhanover.com MEMORANDUM D IE Q _-` U �1 �� To: Robert I. Goodman, Chairman, and the P1 [SEP 13 2023 i Planning Board of the Village of Rye Brook VILLAGE OF RYE BROOK Date: September 12, 2023 BUILDING DEPARTMENT Subject: Hidden Pond Drive—Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Joseph C. Riina, LPE for the property owner Hidden Falls Homeowners Association Inc. c/o Katonah Management for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage, for the property located at Hidden Pond Drive, HOA Common Area, SBL 135.67-1-7 on the Town of Rye Tax Map, in the R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report; 2. Application for Site Plan Approval; 3. Application for Steep Slope Work Permit Approval; 4. Application for Wall Permit Approval; 5. Building Permit Checklist&Zoning Analysis; 6. The following set of plans generally entitled, "Hidden Falls Homeowners Association" prepared by Joseph Carlo Riina, LPE, last revised 6/19/23: a. Sheet 1, "Site Plan;" b. Sheet 2, "Existing Conditions Plan;" c. Sheet 3, "Details;" d. Sheet 4, "Wall Details;" 7. A Site Survey entitled, "Topographic Map prepared for Katonah Management Services, Inc. in the Village of Rye Brook" prepared by Ward Carpenter Engineers, Inc. dated 6/3/22. 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 11 action with regard to SEQR. 2. Steep Slopes Permit. The areas of steep slopes disturbance should be delineated on the site plan. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Fence. The Applicant should confirm if there is a fence proposed along the top of the proposed retaining wall as shown in the retaining wall detail provided. If a fence is proposed, the Applicant should provide a separate detail of the proposed fence. 4. Tree Preservation and Protection. The Applicant should confirm that no trees are being removed as part of the proposed grading. If there are trees proposed to be removed, they will need to be replaced in compliance with Section 235-18 of the Code 5. Screening. The Applicant should confirm if there is screening proposed as a part of the Application. If vegetative screening is proposed, the size and species of the proposed plantings should be provided on the plans.All proposed plantings should be native, non-invasive species. We look forward to discussion with the Board. Malcolm Simpson Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Jennifer L. Gray, Esq., Village Attorney Joseph C. Riina, LPE, for the Applicant Sire Design Consultants Civil EnglneerB • Lend Plannw*a L [rE D] AFFIDAVIT OF SERVICE F [ OCT — 3 2023 I LD State of New York ) VILLAGE OF RYE BROOK BUILDING )ss.: --- CEPARTfViENT County of Westchester ) Marissa Schwartz being duly sworn deposes and states that (s)he is over eighteen years old and resides in Yorktown Heights -, New York. On September 29 , 202a deponent served a copy of the attached Notice to Interested Parties upon (attach separate sheet with addresses if more space is needed): (See attached) by delivering true copies of same tcKAKlacxl wwxx �by first class mail under the exclusive custody and control of the United States Postal Service �xcy �; ta�scc 9 ��Q&Xt��if t�fA�X�Q3�lRhd�7cfd?�C#1�l�lf��c�4i#�c�(4L�ST�7� The Public Notice sign was also put on the Property of Hidden Pond Drive. Signature of Mailer S rr o before me this day of 0CtD Q om/ 20 a Notary Public CAROL A.MOROCCO Notary Public,Stato of New York Reg.No.01M06251660 Qualified In Westchester County commission Fxpires 11121/—L2f,',4 251-F Underhill Avenue • Yorktown Heights, New York 'I 059E EO Walnut Grove Road • Ridgefield, Connecticut 06E77 C2143 962-4488 (2033 431-9504 Fax CS 1 4) 982-738B A10TICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application& a Steep Slopes Work Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on October 12,2023 at 6:30 PM, at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573 Owner: Hidden Falls Homeowners Association Inc. c/o Katonah Management Applicant: Joseph Riina, LPE Premises: Hidden Pond Drive, HOA Common Area (Parcel ID# 135.67-1-7) Application: Review of a Site Plan Application & a Steep Slope Work Permit Application for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings & Video link from the Rye Brook website homepage and are available for review at the Building Department. Hidden Falls HOA " Rye Town, NY Technologies 1 inch = 142 Feet •• www.cai-tech.com September 28, 2023 0 142 284 426 :o 1 N � oaf � �? v 7�gIL u 'PRAC m r 14 ,41ft 1 RAC - d ; 40 W l i 9 1i RI Data shown on this map is provided for planning and informational purposes only The municipality and CAI Technologies are not responsible for any use for other purposes or misuse or misrepresentation of this map. Bonnie Kaye Berner 2020 R Judith L. Sarch Revocable Ruth F. Morris Article Fo Richard Brian Berner 2020 Judith L. Sarch Arthur L. Morris Article 17 Hidden Pond Or 37 Longledge Or 29 Longledge Or Rye Brook, NY 10573, Rye Brook, NY 10573, Rye Brook, NY 10573, Brett Slavin Lawrence Richenstein Sheila A Steiner RevocTru Fatima Slavin Mindy Richenstein Sheila Steiner 88 N Ridge St 15 Hidden Pond Or 1 Parkridge Ct Rye Brook, NY 10573, Rye Brook, NY 10573, Rye Brook, NY 10573, Bruce Macleod Mary M. Galasso Stephen Mintz Nancy C. Macleod Michele Irvine Dale Mintz 23 Longledge Or 92 N Ridge St 35 Longledge Or Rye Brook, NY 10573, Rye Brook, NY 10573, Rye Brook, NY 10573, Clifford M. Gevirtz Michael Sylvester William B. O'Keefe Alison M. Lazarus Catherine Ann O'Keefe Rye 31 Longledge Or 100 N Ridge St 21 Hidden Pond Or Rye Brook, NY 10573, Rye Brook, NY 10573, Rye Brook, NY 10573, Deborah Silverman Nicholas P. Carlucci 90 N Ridge St 102 N Ridge St Rye Brook, NY 10573, Rye Brook, NY 10573, Edward M. Drescher Peter W. Sileo Sandy Carol Joanne Sileo 27 Longledge Or 98 N Ridge St Rye Brook, NY 10573, Rye Brook, NY 10573, Elizabeth B. Koch RevocableTrust Richard L Steven R. Koch Revocable Trust Sandra B 19 Longledge Dr 41 Longledge Or Rye Brook, NY 10573, Rye Brook, NY 10573, Elizabeth F. Baine Revoca Richard Lubkin Elizabeth F. Baine Wendy Lubkin 19 Hidden Pond Or 33 Longledge Or Rye Brook, NY 10573, Rye Brook, NY 10573, Elizabeth Welsh Robert J. Little James Welsh Kathleen S. Little 39 Longledge Or 21 Longledge Or Rye Brook, NY 10573, Rye Brook, NY 10573, Janet L. Donoghue Russell Cavallo 4800 Hwy Al Or Unit 508 Andrea Cavallo Vero Beach, FL 32963, 3 Parkridge Ct Rye Brook, NY 10573, 300 foot Abutters List Report Rye Town, NY September 28,2023 �•`,fSTEa,•' Subject Property: Parcel Number: 135.67-1-7 Mailing Address: Hidden Falls HOA CAMA Number: 135.67-1-7 Hidden Pond Dr Property Address: Hidden Pond Dr Rye Brook, NY 10573 Abutters: Parcel Number: 135.59-1-11 Mailing Address: Russell Cavallo Andrea Cavallo CAMA Number: 135.59-1-11 3 Parkridge Ct Property Address: 3 Parkridge Ct Rye Brook, NY 10573, Parcel Number: 135.59-1-20 Mailing Address: RevocableTrust Richard L Jacoby CAMA Number: 135.59-1-20 Revocable Trust Sandra B Jacoby Property Address: 41 Longledge Dr 41 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.59-1-21 Mailing Address: Elizabeth Welsh James Welsh CAMA Number: 135.59-1-21 39 Longledge Dr Property Address: 39 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.59-1-23 Mailing Address: Judith L. Sarch Revocable TR Judith L. CAMA Number: 135.59-1-23 Sarch Property Address: 37 Longledge Dr 37 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-12 Mailing Address: Stephen Mintz Dale Mintz CAMA Number: 135.67-1.12 35 Longledge Dr Property Address: 35 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-13 Mailing Address: Richard Lubkin Wendy Lubkin CAMA Number: 135.67-1-13 33 Longledge Dr Property Address: 33 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-14 Mailing Address: Clifford M. Gevirtz Alison M.Lazarus CAMA Number: 135.67-1-14 31 Longledge Dr Property Address: 31 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-15 Mailing Address: Ruth F. Morris Article Fourth A GST Arthur CAMA Number: 135.67-1-15 L. Morris Article Fourth A GST Property Address: 29 Longledge Dr 29 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-16 Mailing Address: Edward M. Drescher Sandy Carol CAMA Number: 135.67-1-16 27 Longledge Dr Property Address: 27 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-17 Mailing Address: Janet L. Donoghue CAMA Number: 135.67-1-17 4800 Hwy A1A Dr Unit 508 Property Address. 25 Longledge Dr Vero Beach, FL 32963, www.caf-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 9/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report Page 1 of 3 Abutters List Report- Rye Town, NY -"pr\ 300 foot Abutters List Report E Rye Town, NY `.s'• 4*i September 28,2023 �FSTER„� V w.. Parcel Number: 135.67-1-18 Mailing Address: Bruce Macleod Nancy C. Macleod CAMA Number: 135.67-1-18 23 Longledge Dr Property Address: 23 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-19 Mailing Address: Robert J. Little Kathleen S. Little CAMA Number: 135.67-1-19 21 Longledge Dr Property Address: 21 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-20 Mailing Address: Elizabeth B. Koch Steven R. Koch CAMA Number: 135.67-1-20 19 Longledge Dr Property Address. 19 Longledge Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-30 Mailing Address: William B. O'Keefe Catherine Ann O'Keefe CAMA Number: 135.67-1-30 21 Hidden Pond Or Property Address: 21 Hidden Pond Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-31 Mailing Address: Elizabeth F. Baine Revocable Trust CAMA Number: 135.67-1-31 Elizabeth F. Baine Property Address: 19 Hidden Pond Dr 19 Hidden Pond Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-32 Mailing Address: Bonnie Kaye Berner 2020 Revocable Trust CAMA Number: 135.67-1-32 Richard Brian Berner 2020 RevocableTrust Property Address 17 Hidden Pond Dr 17 Hidden Pond Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-33 Mailing Address: Lawrence Richenstein Mindy Richenstein CAMA Number: 135.67-1-33 15 Hidden Pond Dr Property Address: 15 Hidden Pond Dr Rye Brook, NY 10573, Parcel Number: 135.67-1-42 Mailing Address: Brett Slavin Fatima Slavin CAMA Number: 135.67-1-42 88 N Ridge St Property Address: 88 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-43 Mailing Address: Deborah Silverman CAMA Number: 135.67-1-43 90 N Ridge St Property Address: 90 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-44 Mailing Address: Mary M. Galasso Michele Irvine CAMA Number: 135.67-1-44 92 N Ridge St Property Address: 92 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-45 Mailing Address: Peter W. Sileo Joanne Sileo CAMA Number: 135.67-1-45 98 N Ridge St Property Address: 98 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-46 Mailing Address: Michael Sylvester CAMA Number: 135.67-1-46 100 N Ridge St Property Address: 100 N Ridge St Rye Brook, NY 10573, www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 9/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report Page 2 of 3 Abutters List Report-Rye Town, NY 300 foot Abutters List Report Rye Town, NY �r• dr; September 28,2023 o•: .c •i.y �fSTHp . Parcel Number: 135.67-1-47 Mailing Address: Nicholas P.Carlucci CAMA Number: 135.67-1-47 102 N Ridge St Property Address: 102 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-48 Mailing Address: Nicholas P. Carlucci CAMA Number: 135.67-1-48 102 N Ridge St Property Address: 102 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-49 Mailing Address: Nicholas P. Carlucci CAMA Number: 135.67-1-49 102 N Ridge St Property Address: 102 N Ridge St Rye Brook, NY 10573, Parcel Number: 135.67-1-9 Mailing Address: Sheila A Steiner RevocTrust Sheila Steiner CAMA Number: 135.67-1-9 1 Parkridge Ct Property Address: 1 Parkridge Ct Rye Brook, NY 10573, www cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 9/28/2023 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 3 of 3 Abutters List Report- Rye Town, NY W umi G cm ace CID d O CL. J OC m cn CMJ J M d CMO M = d Q� , C.3 Z W Z O W Z CM 2C 0 4= d=C Z d d F-- W W W V >- -� M J WCD 0.z d �--- � 0 C CV C13 Z C3 c= W O p O W dd Lu C.D F-- OC O Q� U. .- W Zm Tr . O W ~ d lid MCC O - am ® d �- O S 1A Ar PUBLIC NOTICE PUBLIC SITE PLAN APPLICATION WILL BE HELD BY VILLAGE OF RYE BROO PLANNING BOARD I �! ! 2023 PM AT THE RYE BROOK 938 KING STREET. ADDITIONAL INF RYE BROOK BUILDING DEPARTMENT (939 - 0668) i .r, Design Consulbnl-s Civil Engineers • Land Planners September 28, 2023 CC�C� ��IC� RFSEP Robert I. Goodman, Chairman - Village of Rye Brook 2 8 2023 938 King Street I _ Rye Brook, NY 10573 VILLAGB OF RYE BROOK BUILDING DEPARTMENT Re: Hidden Falls Homeowners Association 23 Hidden Pond Drive Village of Rye Brook Dear Mr. Goodman: Regarding the above captioned,the following are our responses to H&H Comment Memorandum dated September 12, 2023: 2. The steep slopes to be disturbed are shown on the Site Plan and Existing Conditions' Plan. 3. An additional fence is shown on the lower tier. A detail of the fence has been added to the Detail Sheet. 4. There are no trees to be removed. 5. No screening is proposed. Enclosed herewith please find: • Two copies of the Analysis of Redi Rock Wall; • Copy of H&H Memorandum, for reference; and • Two copies of the Site Plan titled "Hidden Falls Homeowner's Association, titled "Retaining Wall Design prepared for Hidden Falls Homeowner's Association", dated 1-21-23, last revised 9-28-23, Sheets 1-4 of 4; If you have any questions or comments, please do not hesitate to contact us. Thank you. Sincerely, y Josep C. a, P.E. /cm/Enc./sdc 22-10 251-F Underhill Avenue Yorktown Heights, New York 1 052B 60 Walnut Grove Road • Ridgefield, Connecticut 08877 CJ 1 4] 962-4488 C2033 4.31-9504 Fax CJ 1 4) 962-7386 S55 Theodore Fremd Ave,Suite C-301 Rye,NY 10580 H&HI T:914.967.6540 www.hardestyhanover.com MEMORANDUM To: Robert I. Goodman, Chairman, and the Planning Board of the Village of Rye Brook Date: September 12, 2023 Subject: Hidden Pond Drive —Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Joseph C. Riina, LPE for the property owner Hidden Falls Homeowners Association Inc. c/o Katonah Management for the proposed railroad tie wall replacement with Redi-Rock wall and related drainage, for the property located at Hidden Pond Drive, HOA Common Area, SBL 135.67-1-7 on the Town of Rye Tax Map, in the R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form and EAF Mapper Summary Report: 2. Application for Site Plan Approval: 3. Application for Steep Slope Work Permit Approval; 4. Application for Wall Permit Approval; 5. Building Permit Checklist& Zoning Analysis: 6. The following set of plans generally entitled. "Hidden Falls Homeowners Association" prepared by Joseph Carlo Riina, LPE, last revised 6/19/23: a. Sheet 1, "Site Plan;" b. Sheet 2, "Existing Conditions Plan;" c. Sheet 3, "Details:" d. Sheet 4, "Wall Details;" 7. A Site Survey entitled, "Topographic Map prepared for Katonah Management Services, Inc. in the Village of Rye Brook" prepared by Ward Carpenter Engineers, Inc. dated 6/3/22. 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 11 action with regard to SEQR. 2. Steep Slopes Permit. The areas of steep slopes disturbance should be delineated on the site plan. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Fence. The Applicant should confirm if there is a fence proposed along the top of the proposed retaining wall as shown in the retaining wall detail provided. If a fence is proposed, the Applicant should provide a separate detail of the proposed fence. 4. Tree Preservation and Protection. The Applicant should confirm that no trees are being removed as part of the proposed grading. If there are trees proposed to be removed, they will need to be replaced in compliance with Section 235-18 of the Code 5. Screening. The Applicant should confirm if there is screening proposed as a part of the Application. If vegetative screening is proposed, the size and species of the proposed plantings should be provided on the plans.All proposed plantings should be native, non-invasive species. We look forward to discussion with the Board. Malcolm Simpson Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public WorksNillage Engineer Jennifer L. Gray, Esq., Village Attorney Joseph C. Riina, LPE, for the Applicant Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL Analysis of Redi Rock wall Input data D Q Project Task : Hidden Falls Retaining Wall SEP 2 8 2023 Part LOWER WALL Description End of Hidden Pond VILLAGE OF RYE BROOK Customer Hidden Falls Homeowners Assoc. BUILDING DEPARTMENT Author JR Date 1/21/2023 Project number : 22-10 Settings USA-Safety factor Of NE Y Wall analysis coQ, O,p� Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) w Earthquake analysis : Mononobe-Okabe 02 _ Shape of earth wedge : Calculate as skew N Allowable eccentricity : 0.333 �O /VO, 4431 Internal stability : Standard -straight slip surface A 0 sstoNP~ Reduction coeff. of contact first block- base : 1.00 Verification methodology : Safety factors (ASD) Safety factors Permanent design situation Safety factor for overturning : SFo= 1.50 [-] Safety factor for sliding resistance : SFS= 1.50 [-] Safety factor for bearing capacity : SFb= 2.00 [-] Safety factor for sliding along geo-reinforcement : SFs,= 1.50 [-] Safety factor for geo-reinforcement strength : SFst= 1.50 [-] Safety factor for pull out resistance of geo-reinf. : SFpo= 1.50 [-] Safety factor for connection strength : SFcon = 1.50 [-] Blocks No. Description Height Width Unit weight h [in] w[in] y[Pcfl 1 Block 28 18.00 27.75 130.00 2 Block 41 18.00 40.50 130.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 18.00 24.00 130.00 5 Planter 41 18.00 40.50 112.00 6 Top block 28 18.00 28.00 120.00 7 Top block 41 18.00 40.50 120.00 8 Top block 24 straight garden 18.00 24.00 80.00 9 Planter 60 18.00 60.00 112.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 1 [Redi-Rock-Redi-Rock Wall-I version 5.2021+21+0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eul [Redi-Rock International 1(231[237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Joseph C. Riina.. P.E. Hidden Falls Retaining Wall JR LOWER WALL No. Description Height Width Unit weight h [in] w [in] Y [pcf] 13 Block R-41 HC 18.00 40.50 110.00 Min. shear Max. shear No. Description strength strength Friction Fmin [Ibf/ft] Finax [Ibf/ft] f [°] 1 Block 28 1700.00 9000.00 75.00 2 Block 41 1700.00 9000.00 75.00 3 Block 60 1700.00 9000.00 75.00 4 Top block 24 1700.00 9000.00 75.00 5 Planter 41 1700.00 9000.00 75.00 6 Top block 28 6061.00 11276.00 44.00 7 Top block 41 6061.00 11276.00 44.00 8 Top block 24 straight garden 6061.00 11276.00 44.00 9 Planter 60 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Description Count Setback group s [in] 1 Block 28 3 0.38 2 Top block 24 1 - Base Geometry Upper setback a, = 0.75 ft Lower setback aZ = 0.75 ft Height h = 1.33 ft Width b = 4.00 ft Material Soil creating foundation - Poorly graded gravel (GP), dense Basic soil parameters No. Name Pattern Tef cef Y Ysu b F] [psf] [pcfl [pcfl [°] 1 Poorly graded gravel (GP), dense 38.00 0.0 127.00 65.50 30.00 2 [Redi-Rock-Redi-Rock Wall+I version 5+2021,21.0 1 Copynght©2021 Fine spot.s r.o.All Rights Reserved 1 www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@reds-rock.coml www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL No. Name Pattern Tef cef Y Ysu b I°l Ipsf] Lpcf] Ipcf] I°l 2 Low plasticity clay (CL,CI), consistency = 0.00 225.0 110.00 65.50 0.00 firm 3 Poorly graded sand (SP), medium dense 33.00 0.0 118.00 65.50 24.00 4 Silty gravel (GM) 32.00 80.0 121.00 67.50 30.00 All soils are considered as cohesionless for at rest pressure analysis. Soil parameters Poorly graded gravel (GP), dense Unit weight : y = 127.0 pcf Stress-state : effective Angle of internal friction : Tef = 38.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 30.00 ° Saturated unit weight : Ysat= 128.0 pcf Low plasticity clay (CL,CI), consistency firm Unit weight : y = 110.0 pcf Stress-state : effective Angle of internal friction : Tef = 0.00 ° Cohesion of soil : cef = 225.0 psf Angle of friction struc.-soil : 6 = 0.00 ' Saturated unit weight. Ysat= 128.0 pcf Poorly graded sand (SP), medium dense Unit weight : y = 118.0 pcf Stress-state : effective Angle of internal friction : (Pef = 33.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 24.00 ° Saturated unit weight : Ysat= 128.0 pcf Silty gravel (GM) Unit weight : y = 121.0 pcf Stress-state : effective Angle of internal friction : Tef = 32.00 ° Cohesion of soil : cef = 80.0 psf Angle of friction struc.-soil : 5 = 30.00 ° Saturated unit weight . Ysat = 130.0 pcf Backfill Backfill is not considered. Geological profile and assigned soils Position information Terrain elevation = 117.50 ft Geological profile and assigned soils 3 (Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rack International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www+redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL Thickness of layer Depth Altitude No. Assigned soil Pattern t [ft] z [ft] [ft] 1 2.00 0.00 .. 2.00 117.50 .. 115.50 Poorly graded sand (SP), medium dense 2 7.00 2.00 .. 9.00 115.50 .. 108.50 Poorly graded sand (SP), medium dense 3 - 9.00 .. r 108.50 .. - Silty gravel (GM) Terrain profile Terrain behind construction has the slope 1: 10.00 (slope angle is 5.71 Water influence Ground water table is located below the structure. Input concentrated surcharges No. Surcharge Action Magnitude Ord.x Length Width Depth new change [Ibf] x [ft] I [ft] b[ft] z [ft] 1 Yes permanent 825.00 5.00 4.00 48.00 2.00 No. Name 1 upper wall Resistance on front face of the structure Resistance on front face of the structure: 2/3 pass., 1/3 at rest Soil on front face of the structure- Silty gravel (GM) Soil thickness in front of structure h = 2.50 ft Soil slope in front of structure R = -5.00 ° Settings of the stage of construction Design situation : permanent Verification No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -3.13 2333.2 1.94 1.000 FF resistance -1343.3 -0.98 -112.5 0.23 1.000 Weight- earth wedge 0.0 -1.95 103.0 3.38 1.000 Weight- earth wedge 0.0 -6.02 9.5 2.94 1.000 Active pressure 897.3 -2.44 875.0 3.55 1.000 upper wall 1.0 -0.40 0.5 4.00 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 7988.1 Ibfft/ft Overturning moment Mow = 868.9 Ibfft/ft Safety factor= 9.19 > 1.50 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 2083.66 Ibf/ft 4 [Redi-Rock-Redi-Rock Wall+I version 5.2021+21+0 1 Copynght©2021 Fine spot s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redrrock.comJ Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL Active horizontal force Hact = -445.02 Ibf/ft Safety factor= 1000.00 > 1.50 Wall for slip is SATISFACTORY Overall check -WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. Fvert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -2.80 1657.5 1.17 1.000 Weight- earth wedge 0.0 -4.69 9.5 2.19 1.000 Active pressure 545.8 -2.03 267.6 2.32 1.000 upper wall 0.0 -6.00 0.0 2.09 1.000 Verification of most stressed block No. 1 Check for overturning stability Resisting moment Mres = 2580.5 Ibfft/ft Overturning moment Movr = 1109.0 Ibfft/ft Safety factor = 2.33 > 1.50 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hres = 1511.50 Ibf/ft Active horizontal force Hact = 545.82 Ibf/ft Safety factor= 2.77 > 1.50 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footing bottom No. Moment Norm. force Shear Force Eccentricity Stress I bfft/ft[ ] [Ibf/ft] [Ibf/ft] [-] [psf] 1 -702.1 3208.56 -445.02 0.000 802.1 Service load acting at the center of footing bottom No. Moment Norm. force Shear Force [Ibfft/ft] [Ibf/ft] [Ibf/ft] 1 -702.1 3208.56 -445.02 Verification of foundation soil Stress in the footing bottom : rectangle Eccentricity verification Max. eccentricity of normal force e = 0.000 Maximum allowable eccentricity ealv,, = 0.333 Eccentricity of the normal force is SATISFACTORY Verification of bearing capacity Max. stress at footing bottom a = 802.1 psf 5 [Reds-Rock-Redi-Rock Wall+I version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I w Jinesoftware.eu] (Redi-Rock International 1(231)237-9500 ext 30101 engineering @redi-rock.coml w reds-rock.com) Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL Bearing capacity of foundation soil Rd = 6000.0 psf Safety factor= 7.48 > 2.00 Bearing capacity of foundation soil is SATISFACTORY Overall verification - bearing capacity of found. soil is SATISFACTORY Slope stability analysis Input data Project Settings USA-Safety factor Stability analysis Earthquake analysis : Standard Verification methodology : Safety factors (ASD) Safety factors Permanent design situation Safety factor : SFs = 1.50 [-] Interface No. Interface location Coordinates of interface points [ft] x z x z x z 1 -32.80 109.98 -30.67 110.17 -2.09 112.67 -2.09 113.00 -2.06 113.00 -2.06 114.50 -2.03 114.50 -2.03 116.00 -2.00 116.00 -2.00 117.50 0.00 117.50 32.80 120.78 2 0.00 117.50 0.00 116.00 0.28 116.00 3 -2.09 111.50 0.22 111.50 0.22 113.00 0.25 113.00 0.25 114.50 0.28 114.50 0.28 115.50 0.28 116.00 4 0.28 115.50 32.80 115.50 6 [Redi-Rock-Redi-Rock Wall+ version 5,2021.21.0[Copyright©2021 Fine spol.s r.o.All Rights Reserved]www.fnesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com[www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL No. Interface location Coordinates of interface points [ft] x z x z x z 5 -2.06 113.00 0.22 113.00 6 -30.67 110.17 -2.84 110.17 -2.84 111.50 -2.09 111.50 -2.09 112.67 7 0.22 111.50 1.16 111.50 8 -2.84 110.17 1.16 110.17 1.16 111.50 32.80 111.50 9 -32.80 108.50 32.80 108.50 Soil parameters - effective stress state No. Name Pattern (Pef cef V [°] [psfl 1pcf1 1 Poorly graded gravel (GP), dense 38.00 0.0 127.0 2 Low plasticity clay (CL,CI), consistency firm - 0.00 225.0 110.0 3 Poorly graded sand (SP), medium dense 33.00 0.0 118.0 7 [Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL No. Name Pattern (Pef cef Y I°] Ipsf] Ipcfl 4 Silty gravel (GM) 32.00 80.0 121.0 Soil parameters -uplift No. Name Pattern Ysat Ys n Ipcfl Ipcfl H 1 Poorly graded gravel (GP), dense - 128.0 0 e o C 2 Low plasticity clay(CL,CI), consistency firm — — - 128.0 3 Poorly graded sand (SP), medium dense 128.0 4 Silty gravel (GM) 130.0 Soil parameters Poorly graded gravel (GP), dense Unit weight : y = 127.0 pcf Stress-state : effective Angle of internal friction : (Pef = 38.00 ° Cohesion of soil : cef = 0.0 psf Saturated unit weight : Ysat= 128.0 pcf Low plasticity clay (CL,CI), consistency firm Unit weight : y = 110.0 pcf Stress-state : effective Angle of internal friction : Tef = 0.00 ° Cohesion of soil : cef = 225.0 psf Saturated unit weight : Ysat = 128.0 pcf Poorly graded sand (SP), medium dense Unit weight : y = 118.0 pcf Stress-state : effective Angle of internal friction : T,f = 33.00 ° Cohesion of soil : cef = 0.0 psf Saturated unit weight: Ysat= 128.0 pcf Silty gravel (GM) Unit weight : y = 121.0 pcf Stress-state : effective Angle of internal friction : Tef = 32.00 ° 8 [Redi-Rock-Redi-Rock Wall+i version 5.2021.21.0 i Copyright©2021 Fine spol.s r.o.All Rights Reserved]www.finesoftware.eu] [Redi-Rock Intemational 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining all JR LOWER WALL Cohesion of soil : Cef = 80.0 psf Saturated unit weight : Ysat = 130.0 pcf Rigid Bodies No. Name Sample Y [pcf] 1 Material of structure 130.0 Assigning and surfaces No. Surface position Coordinates of surface points [ft] Assigned x z x z soil 1 32.80 115.50 32.80 120.78 Poorly graded sand 0.00 117.50 0.00 116.00 (SP), medium dense 0.28 116.00 0.28 115.50 I 2 0.22 113.00 0.25 113.00 Material of structure 0.25 114.50 0.28 114.50 0.28 115.50 0.28 116.00 0.00 116.00 0.00 117.50 -2.00 117.50 -2.00 116.00 -2.03 116.00 -2.03 114.50 -2.06 114.50 -2.06 113.00 3 32.80 111.50 32.80 115.50 Poorly graded sand /11 0.28 115.50 0.28 114.50 (SP), medium dense 0.25 114.50 0.25 113.00 0.22 113.00 0.22 111.50 1.16 111.50 4 -2.09 111.50 0.22 111.50 Material of structure 0.22 113.00 -2.06 113.00 -2.09 113.00 -2.09 112.67 9 (Redi-Rock-Redl-Rock Wall+1 version 5.2021.21.0 1 Copyright @ 2021 Fine spot,s r.o.All Rights Reserved I www.finesoftware.eu) [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.reds-rock.coml Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL No. Surface position Coordinates of surface points [ft] Assigned x z x z soil 5 -2.84 110.17 -2.84 111.50 -2.09 111.50 -2.09 112.67 Silty gravel (GM) -30.67 110.17 6 1.16 110.17 1.16 111.50 Poorly graded gravel 0.22 111.50 -2.09 111.50 (GP), dense -2.84 111.50 -2.84 110.17 0 G C O G G O 7 32.80 108.50 32.80 111.50 Poorly graded sand 1.16 111.50 1.16 110.17 (SP), medium dense -2.84 110.17 -30.67 110.17 -32.80 109.98 -32.80 108.50 8 -32.80 108.50 -32.80 92.10 Silty gravel (GM) 32.80 92.10 32.80 108.50 Surcharge Location Origin Length Width Slope Magnitude No. Type Type of action z [ft] x [ft] I [ft] b [ft] a [0] q' 4 x f' q2,z unit F, x 1 concentrated permanent 115.50 x= 5.00 1 = 4.00 48.00 825.0 IV Surcharges No. Name 1 upper wall Water Water type : No water 10 [Reds-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rack International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR LOWER WALL Tensile crack Tensile crack not input. Earthquake Earthquake not included. Settings of the stage of construction Design situation : permanent Results (Stage of construction 1) Analysis 1 Circular slip surface Slip surface parameters Center: Angles x= -5.19 [ft] ai = -35.96 [°] z= 120.04 [ft] a2 = 78.13 [°] Radius : R = 10.08 [ft] The slip surface after optimization. Slope stability verification (Bishop) Sum of active forces : Fa = 2146.1 Ibf/ft Sum of passive forces : Fp = 4739.7 Ibf/ft Sliding moment : Ma = 21632.5 Ibfft/ft Resisting moment : Mp = 47775.8 Ibfft/ft Factor of safety= 2.21 > 1.50 Slope stability ACCEPTABLE 11 [Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spot.s r.o.All Rights Reserved i www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL Analysis of Redi Rock wall D Input data L� Project L�EP 2 8 2023 Task Hidden Falls Retaining Wall Part UPPER WALL VILLAGE OF RYE BROOK Description End of Hidden Pond BUILDING DEPARTMENT Customer Hidden Falls Homeowners Assoc. Author JR Date 1/21/2023 Project number 22-10 Settings USA- Safety factor Wall analysis Active earth pressure calculation : Coulomb Passive earth pressure calculation : Mazindrani (Rankine) Earthquake analysis : Mononobe-Okabe Shape of earth wedge : Calculate as skew Allowable eccentricity : 0.333 Internal stability : Standard - straight slip surface Reduction coeff. of contact first block - base : 1.00 Verification methodology : Safety factors (ASD) Safety factors Permanent design situation Safety factor for overturning : SFo = 1.50 [-] Safety factor for sliding resistance : SFS = 1.50 [-] Safety factor for bearing capacity : SFb = 2.00 [-] Safety factor for sliding along geo-reinforcement : SFsr= 1.50 [-] Safety factor for geo-reinforcement strength : SFst = 1.50 [-] Safety factor for pull out resistance of geo-reinf. : SFpo = 1.50 [-] Safety factor for connection strength : SFcon = 1.50 [-] Blocks No. Description Height Width Unit weight h [in] w [in] Y [Pcfl 1 Block 28 18.00 27.75 130.00 2 Block 41 18.00 40,50 130.00 3 Block 60 18.00 60.00 130.00 4 Top block 24 18.00 24.00 130.00 5 Planter 41 18.00 40.50 112.00 6 Top block 28 18.00 28.00 120.00 7 Top block 41 18.00 40.50 120.00 8 Top block 24 straight garden 18.00 24.00 80.00 9 Planter 60 18.00 60.00 112.00 10 Block R-5236 HC 36.00 52.00 110.00 11 Block R-7236 HC 36.00 72.00 110.00 12 Block R-9636 HC 36.00 96.00 110.00 1 [Redi-Rock-Redi-Rock Wall+]version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I w Jinesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.coml Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Description Height Width Unit weight h [in] w [in] Y [pcf] 13 Block R-41 HC 18.00 40.50 110.00 Min. shear Max. shear Friction No. Description strength strength Fmin [Ibf/ft] Finax [Ibf/ft] f [°] 1 Block 28 1700.00 9000.00 75.00 2 Block 41 1700.00 9000.00 75.00 3 Block 60 1700.00 9000.00 75.00 4 Top block 24 1700.00 9000.00 75.00 5 Planter 41 1700.00 9000.00 75.00 6 Top block 28 6061.00 11276.00 44.00 7 Top block 41 6061.00 11276.00 44.00 8 Top block 24 straight garden 6061.00 11276.00 44.00 9 Planter 60 6061.00 11276.00 44.00 10 Block R-5236 HC 4550.00 12000.00 44.00 11 Block R-7236 HC 4550.00 12000.00 44.00 12 Block R-9636 HC 4550.00 12000.00 44.00 13 Block R-41 HC 5358.00 12906.00 37.00 Setbacks No. Setback s [in] 1 0.010 2 0.375 3 1.625 4 9.375 5 16.625 Geometry No. Setback Description Count group s [in] 1 Block 28 3 0.38 2 Top block 24 1 - Base Geometry Upper setback at = 0.75 ft Lower setback aZ = 0.75 ft Height h = 1.33 ft Width b = 4.00 ft Material Soil creating foundation - Poorly graded gravel (GP), dense Basic soil parameters No. Name Pattern (Pef cef Y Ysu b F] [psfl [pcfl [pcfl [°l 1 Poorly graded gravel (GP), dense 38.00 0.0 127.00 65.50 30.00 2 [Redi-Rock-Redi-Rock Wall+]version 5.2021.21.0]Copyright©2021 Fine spol.s r.o.All Rights Reserved I w finesoftware.eu) [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.reds-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Name Pattern �Pef cef Y Ysu S [°l [psf] [pcf] [pcfl [°l 2 Low plasticity clay (CL,CI), consistency = 0.00 225.0 110.00 65.50 0.00 firm 3 Poorly graded sand (SP), medium dense 33.00 0.0 118.00 65.50 24.00 4 Silty gravel (GM) 32.00 80.0 121.00 67.50 30.00 All soils are considered as cohesionless for at rest pressure analysis. Soil parameters Poorly graded gravel (GP), dense Unit weight : y = 127.0 pcf Stress-state : effective Angle of internal friction : Tef = 38.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 30.00 ° Saturated unit weight : Ysat= 128.0 pcf Low plasticity clay (CL,CI), consistency firm Unit weight: y = 110.0 pcf Stress-state : effective Angle of internal friction : (Pef = 0.00 ° Cohesion of soil : cef = 225.0 psf Angle of friction struc.-soil : 6 = 0.00 ° Saturated unit weight : Ysat= 128.0 pcf Poorly graded sand (SP), medium dense Unit weight : y = 118.0 pcf Stress-state : effective Angle of internal friction : T,f = 33.00 ° Cohesion of soil : cef = 0.0 psf Angle of friction struc.-soil : 6 = 24.00 ° Saturated unit weight : Ysat= 128.0 pcf Silty gravel (GM) Unit weight : y = 121.0 pcf Stress-state : effective Angle of internal friction : Tef = 32.00 ° Cohesion of soil : cef = 80.0 psf Angle of friction struc.-soil : 6 = 30.00 ° Saturated unit weight : Ysat = 130.0 pcf Backfill Backfill is not considered. Geological profile and assigned soils Position information Terrain elevation = 117.50 ft Geological profile and assigned soils 3 [Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com[www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL Thickness of layer Depth Altitude No. t [ft] z [ft] [ft] Assigned soil Pattern 1 2.00 0.00 .. 2.00 117.50 .. 115.50 Poorly graded sand (SP), medium dense 2 7.00 2.00 .. 9.00 115.50 .. 108.50 Poorly graded sand (SP), medium dense 3 - 9.00 .. 0C 108.50 .. - Silty gravel (GM) Terrain profile No. Coordinates Depth x [ft] z [ft] 1 0.00 0.00 2 2.00 0.00 3 32.00 -12.00 4 33.00 -12.00 Origin [0,0] is located in upper right edge of construction. Positive coordinate +z has downward direction. Water influence Ground water table is located below the structure. Resistance on front face of the structure Resistance on front face of the structure: 2/3 pass., 1/3 at rest Soil on front face of the structure- Silty gravel (GM) Soil thickness in front of structure h = 2.50 ft Soil slope in front of structure R = -5.00 ° Settings of the stage of construction Design situation : permanent Verification No. 1 Forces acting on construction Name Fhor App.Pt. FVert App.Pt. Design [Ibf/ft] z [ft] [lbf/ft] x[ft] coefficient Weight-wall 0.0 -3.13 2333.2 1.94 1.000 FF resistance -1343.3 -0.98 -112.5 0.23 1.000 Weight-earth wedge 0.0 -2.07 122.7 3.39 1.000 Weight-earth wedge 0.0 -6.00 8.6 2.94 1.000 Active pressure 1020.8 -2.33 977.6 3.58 1.000 Verification of complete wall Check for overturning stability Resisting moment Mres = 8447.8 Ibfft/ft Overturning moment Movr = 1057.6 IbffUft Safety factor= 7.99 > 1.50 Wall for overturning is SATISFACTORY Check for slip Resisting horizontal force Hres = 2162.16 Ibf/ft Active horizontal force Hact = -322.54 Ibf/ft 4 [Redi-Rock-Redi-Rock Wall [version 5.2021.21.0 i Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.finesoftware.eul (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.comi www.redi-rock.comJ Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL Safety factor= 1000.00 > 1.50 Wall for slip is SATISFACTORY Overall check-WALL is SATISFACTORY Dimensioning No. 1 Forces acting on construction Name Fhor App.Pt. FVert App.Pt. Design [Ibf/ft] z [ft] [Ibf/ft] x [ft] coefficient Weight-wall 0.0 -2.80 1657.5 1.17 1.000 Weight-earth wedge 0.0 -4.67 8.6 2.19 1.000 Active pressure 568.5 -1.93 275.5 2.32 1.000 Verification of most stressed block No. 1 Check for overturning stability Resisting moment Mres = 2597.0 Ibfft/ft Overturning moment Movr = 1094.8 Ibfft/ft Safety factor= 2.37> 1.50 Joint for overturning stability is SATISFACTORY Check for slip Resisting horizontal force Hres = 1516.96 Ibf/ft Active horizontal force Hat = 568.46 Ibf/ft Safety factor= 2.67 > 1.50 Joint for verification is SATISFACTORY Bearing capacity of foundation soil Design load acting at the center of footing bottom No. Moment Norm.force Shear Force Eccentricity Stress [Ibfft/ft] [Ibf/ft] [Ibf/ft] H [psf] 1 -731.3 3329.44 -322.54 0.000 832.4 Service load acting at the center of footinq bottom No. Moment Norm. force Shear Force [Ibfft/ft] [Ibf/ft] [lbf/ft] 1 -731.3 3329.44 -322.54 Verification of foundation soil Stress in the footing bottom : rectangle Eccentricity verification Max. eccentricity of normal force e = 0.000 Maximum allowable eccentricity ealw = 0.333 Eccentricity of the normal force is SATISFACTORY Verification of bearing capacity Max. stress at footing bottom Q = 832.4 psf Bearing capacity of foundation soil Rd = 6000.0 psf Safety factor= 7.21 > 2.00 5 (Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.finesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com)www.redi-rock.com) Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL Bearing capacity of foundation soil is SATISFACTORY Overall verification - bearing capacity of found. soil is SATISFACTORY Slope stability analysis Input data Project Settings USA-Safety factor Stability analysis Earthquake analysis : Standard Verification methodology : Safety factors (ASD) Safety factors Permanent design situation Safety factor: SFs = 1.50 [-] Interface No. Interface location Coordinates of interface points [ft] x z x z x z 1 -32.80 109.98 -30.67 110.17 -2.09 112.67 -2.09 113.00 -2.06 113.00 -2.06 114.50 -2.03 114.50 -2.03 116.00 -2.00 116.00 -2.00 117.50 0.00 117.50 2.00 117.50 32.00 129.50 32.80 129.50 2 0.00 117.50 0.00 116.00 0.28 116.00 3 -2.09 111.50 0.22 111.50 0.22 113.00 0.25 113.00 0.25 114.50 0.28 114.50 0.28 115.50 0.28 116.00 4 0.28 115.50 32.80 115.50 s (Redi-Rock-Redi-Rock Wall+i version 5.2021.21.0 i Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.finesoftware.eu] (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com(www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Interface location Coordinates of interface points [ft] x z x z x z 5 -2.06 113.00 0.22 113.00 6 -30.67 110.17 -2.84 110.17 -2.84 111.50 -2.09 111.50 -2.09 112.67 7 0.22 111.50 1.16 111.50 8 -2.84 110.17 1.16 110.17 1.16 111.50 32.80 111.50 9 -32.80 108.50 32.80 108.50 Soil parameters -effective stress state No. Name Pattern Tef fief Y 101 [psfl [pcfl 1 Poorly graded gravel (GP), dense 38.00 0.0 127.0 2 Low plasticity clay (CL,CI), consistency firm - - - 0.00 225.0 110.0 3 Poorly graded sand (SP), medium dense 33.00 0.0 118.0 7 (Redi-Rock-Redi-Rock Wall-I version 5.2021.21.0 1 Copyright©2021 Fine spot.s r.o.All Rights Reserved I www.finesoftware.eu] (Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com(www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Name Pattern TO cef Y I°] Ipsf] Ipcf] 4 Silty gravel (GM) 32.00 80.0 121.0 Soil parameters - uplift No. Name Pattern Ysat Ys n Ipcf] Ipcf] I-] 1 Poorly graded gravel (GP), dense 128.0 2 Low plasticity clay(CL,CI), consistency firm — — - 128.0 3 Poorly graded sand (SP), medium dense 128.0 4 Silty gravel (GM) 130.0 Soil parameters Poorly graded gravel (GP), dense Unit weight : y = 127.0 pcf Stress-state : effective Angle of internal friction : Tef = 38.00 ° Cohesion of soil : cef = 0.0 psf Saturated unit weight : Ysat = 128.0 pcf Low plasticity clay (CL,CI), consistency firm Unit weight: y = 110.0 pcf Stress-state : effective Angle of internal friction : Tef = 0.00 ° Cohesion of soil : cef = 225.0 psf Saturated unit weight : Ysat = 128.0 pcf Poorly graded sand (SP), medium dense Unit weight: y = 118.0 pcf Stress-state : effective Angle of internal friction : cpef = 33.00 ° Cohesion of soil : cef = 0.0 psf Saturated unit weight : Ysat = 128.0 pcf Silty gravel (GM) Unit weight : y = 121.0 pcf Stress-state : effective Angle of internal friction : Tef = 32.00 ° a [Redi-Rock-Redi-Rock Wall+I version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.fnesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com]www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL Cohesion of soil : cef = 80.0 psf Saturated unit weight : ysat= 130.0 pcf Rigid Bodies No. Name Sample Y [pcf] 1 Material of structure 130.0 Assigning and surfaces No. Surface position Coordinates of surface points [ft] Assigned x z x z soil 1 32.80 115.50 32.80 129.50 Poorly graded sand 32.00 129.50 2.00 117.50 (SP), medium dense 0.00 117.50 0.00 116.00 0.28 116.00 0.28 115.50 2 0.22 113.00 0.25 113.00 Material of structure 0.25 114.50 0.28 114.50 0.28 115.50 0.28 116.00 0.00 116.00 0.00 117.50 -2.00 117.50 -2.00 116.00 -2.03 116.00 -2.03 114.50 -2.06 114.50 -2.06 113.00 3 32.80 111.50 32.80 115.50 Poorly graded sand 0.28 115.50 0.28 114.50 (SP), medium dense 0.25 114.50 0.25 113.00 0.22 113.00 0.22 111.50 1.16 111.50 9 [Redi-Rock-Redi-Rock Wall+ version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Surface position Coordinates of surface points [ft] Assigned x z x z soil 4 -2.09 111.50 0.22 111.50 Material of structure 0.22 113.00 -2.06 113.00 -2.09 113.00 -2.09 112.67 5 -2.84 110.17 -2.84 111.50 -2.09 111.50 -2.09 112.67 Silty gravel (GM) -30.67 110.17 6 1.16 110.17 1.16 111.50 Poorly graded gravel 0.22 111.50 -2.09 111.50 (GP), dense -2.84 111.50 -2.84 110.17 7 32.80 108.50 32.80 111.50 Poorly graded sand 1.16 111.50 1.16 110.17 (SP), medium dense -2.84 110.17 -30.67 110.17 -32.80 109.98 -32.80 108.50 �o [Redi-Rock-Redi-Rock Wall-I version 5.2021.21.0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved I www.finesoftware.eu] [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.coml www.redi-rock.com] • Joseph C. Riina, P.E. Hidden Falls Retaining Wall JR UPPER WALL No. Surface position Coordinates of surface points [ft] Assigned x z x z soil 8 -32.80 108.50 -32.80 92.10 32.80 92.10 32.80 108.50 Silty gravel (GM) Water Water type : No water Tensile crack Tensile crack not input. Earthquake Earthquake not included. Settings of the stage of construction Design situation : permanent Results (Stage of construction 1) Analysis 1 Circular slip surface Slip surface parameters Center: x= -79.12 [ft] Angles at = 21.25 [°] :z= 382.45 [ft] az = 22.35 [o] Radius : R = 276.14 [ft] The slip surface after optimization. Slope stability verification (Bishop) Sum of active forces : Fa = 1.5 Ibf/ft Sum of passive forces : Fp = 2.5 Ibf/ft Sliding moment : Ma = 426.7 Ibfft/ft Resisting moment : Mp = 692.2 lbfft/ft Factor of safety = 1.62 > 1.50 Slope stability ACCEPTABLE 11 [Redi-Rock-Redi-Rock Wall-I version 5.2021+21+0 1 Copyright©2021 Fine spol.s r.o.All Rights Reserved i www.fnesoftware.eul [Redi-Rock International 1(231)237-9500 ext 30101 engineering@redi-rock.com[www.redi-rock.com] 4 ip I t ."V J r r a l R vo .r 1 c. 11 t i 1t ► i NVII y 1) O _ J o c a o W LLI k. C0 Z0 0Z �. 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Submittal Date: Revisions S mittal Dates: Applicant: r E N G I D P Nature of Work: A l p �et �r,c c.•cQ W�c �L Reviews:ZBAMAR 0 1 2023 v pB. BOT• Other. NEED OK 1 �l (� �MES:Filing. BP: iC/O: Flood Plane: Legalization: ( ) ( ),,APP: Dated: Notarized: T : i/SBL Truss I.D. Cross Connection/ H.O.A.: ( ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: ✓ Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: ite Protection: S/W Mgmt.: Tree Plan: Other. ( ) (,)/SURVEY:Dated: Current: ""Archival: Sealed. Unacceptable: (v� WL LAN ate ed: C Electronic: ✓Other.W ic orkers Eomp omp.Waiver. Other. (►-' (. COD # 3— Dated.—.5 47 N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit N/A Other. ( ) ( ) FUEL TANK Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( � ( ) Other. G )�cRB mtg.date approval notes: ( )PA mtg.date: approval notes: ( PB mtg.date: approval 101 Q15 7i notes: 7 S e' REOUMED EXISTING PROPOSED NOTES Area: L Circle: r\Aen Fr n e VN Front: Front: Sim: R�r. Main Cov — Accs.Cov Ft.H Sb: Sd.H Sb: a Tot.Imp Ft.hnp PP Height/Stories: notes: a4QQ C 1 1 0O`R- a \ i Y-- - C-OkCd IQ (0 c v C4P_ \ "-Q-Q CeAnv V (00koaxc> f c Ll)y i p BUILDING DEPARTMENT [ECG ENE VILLAGE OF RYE BROOK FEB 21 2023 938 KING STREET RYE BROOK,ICY 10573 (914)939-0668 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing ttomlv sp o-ubmite�copy of this check list will be removed from the ARB agenda. Q .Job Address IA66,&rl t11L Dt PVC 11!/ Date of S bmissio Parcel ID#:SkC-11,61 thVl'1 LU1- ,_'one: PS Proposed Improvement(Describe in detail): rr APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT [T The following items must be submitted to the Building CO 1t�`��G��u�er, �,•l ar�cY� ,N�11 Department by the applicant-no exceptions. Property Owner:N,a n ion A NoA do Ka 1. ( )Completed Application (-✓f•Cwo(2)sets of sealed plans. (one full size ;maximum Address:�'' UeL►�(1r1��� RVe r)� yC�(k�C�tt1��tt�(1j5.�j C allowable plan size=36"x 42"1 and one I t"x17) IU qg 3. ( ')Two(2)copies of the property survey. Phone# qlq-63q- gOgd 4. (' )Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( )One electronic/disc copy of the complete WH,Yl n JIY& � DI PX application materials. l•1 �,"� 6. ( )Filing Fee. Address: 1 f)e Yttt�+(1S 1��1 7. ( )Any supporting documentation. Phone# 14— K- ( )HOA approval letter. tij'applicablet �1 1 9. ( ) Photographs. Architect/Engineer: t& D&SlCIn ) )Ikk S 10.( )Samples of finishes/color chart. (a.sample board or 66—�/r2 — ! ode!maY be presented the night of the meeting) Phone# �I�1U �,^�� m`-1 By signature below, the owner/applicant acknowledges that he/she has read the complete Builoing Permit Instructions&Procedures, and that their application is complete in all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this Sworn to bef e me t is day of 20 day of , 2Q 2 Signature of Properly Owner Sig ature of pplicaut A(\x-,�> Print Name of Property Owner Print Name of Applicant Notary Public Votary Public �- SHARON SPINA Notary Public-State of New York No.01SP4912189 Qualified in Westchester County My Commission Espires Nov.30,2025 8/12/_021 ECrczW, IE BUILDING DEPARTMENT NR FEB 2 7 2023 VILLAGE OF RYE BROOK 938 KINC;STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT +w++++ww****+++ww+ww+w+w*+w+*+w«++++ww*+«**w+w+w*+t++«+««w*««+++w*++w+w++w+++++«*««+++««++**++««+tt*++w*+++ ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shalt be submitted to the Building Department prior to attending the ARB Meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. �lDyt Job Address: , ��tlt� 7t ���� L� C1, -e ate of Submission: Parcel ID#: t (> Zone: ' 1 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: - _tiC1�1 'Wlt'`> ( rO The following items must be submitted to the Building Department by the applicant-no exceptions. Property Owner:N���� t' 1. t Completed Application lie y . n 1��7n�1 N�(1 �(}Y�c� t�rkth M�m�. ... , y 1. "fwo(2)sets of sealed plans. , i, sno Address: -A Qrt�ech,lt _yat�',�c- ,�}� �,1 ; ( 3. LO Two(2)copies of the property survey. t Phone# A_E (- I C�6 4. ('�ftwo(2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( / One electronic/disc copy of the complete 0ikin.><rl G��YNS ale Vim ��Jfl`S�JfU[,�1(�il (' application materials. r,, 6. (�iling Fee. Address: i�; kV,JU1 11('�( tgt. W)%Ie Wtti`Y ,k�4 6` 7. ( )Any supporting documentation. Phone# �jJ�_�t J }_JCS _ g. ( )HOA approval letter. 6j'al plicabte) ---1 9. (Photographs. Architcct/Ertginccr: �// t �qqt=5►CIY1 ' ` t l�`a 10.( )Samples of finishes/color chart. (a sample b«,td or Phone# model ntav be presented the might oJ'the meerinA) By signature below, the owner/applicant acknowledges that he/she has read the complete Bulloing Permit Instructions&Procedures,and that their application is complete In all respects. The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. Sworn to before me this q _^ Sworn to before me this day of 20 ZZ_ day of���-"e-r ,2Q - --------------- Si ure of Property Uwner Sigi unity or Applicant y i Print nmc or Property Owner Print Name or•lppiicant ..._ _ Nota Notary Public,StPM of Now TOA� Votary ublic No.4672040 Qualified in weqtcho! L2 SHARON SPINA conanitsion BOOS 1 Notary Public-State of New York No.01 SP4912189 Qualified in Westchester County KJY Commission Espires Nov.30,2025 E (3R� Village of Rye Brook ML MR y Oc�Q' yAgenda FB SE Architectural Review Board Meeting AC SF W Wednesday, October 18,2023 at 7:30 PM JJ Village Hall,938 King Street JM 1. ITEMS: 1.1. ARB23-113 (Consent Agenda) Jesus Gonzalez&Beatriz Gonzalez 505 Franklin Street Rooftop solar array. 1.2. ARB23-114 (Consent Agenda) Muharrem Deliallisi&Raimonda Dehallisi 26 Valley Terrace Rooftop solar array. 1.3. ARB23-115 (Consent Agenda) The Concepcion Revocable Family Trust 38 Hawthorne Avenue Black aluminum fence and gate. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB23-116 Michael Holmes&Patricia Holmes 34 Hawthorne Avenue In-ground swimming pool&black aluminum picket fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1of3 Architectural Review Board October 18,2023 1.5. ARB23-117 Matthew Gillman&Danielle Gillman 49 Country Ridge Circle Exterior elevation changes,interior renovations and renovate rear patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.6. ARB23-118 Amelia Irizarry 6 Lincoln Avenue Remove rear window and door. Install new slider. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB23-119 Adolfo Waisburg&Mariela Cohen Sabban 63 Talcott Road Exterior elevation changes and interior renovations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-120 Jordan Sedler&Roberta Sedler 10 Elm Hill Drive Relocate side door,new steps and interior kitchen renovation. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 3 Architectural Review Board October 18,2023 1.9. ARB23-121 2 Elm Hill LLC 345 Betsy Brown Road Single family dwelling. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. ARB23-122 Hidden Falls Homeowners Association Hidden Pond Drive,HOA Common Area Replace tie wall with Redi-Rock wall. Approvals: Motion ml— Second ""� Abstention Aye; _ Nay;�Z Adjournment; Notes NEXT MEETING: November 15,2023 Page 3 of 3 S hz Design Consultants Civil Engineers • Land Planners August 7, 2023 Village of Rye Brook Tara Orlando, Planning Board Secretary 938 King Street Rye Brook,NY 10573 Re: Hidden Falls Homeowners Association 23 Hidden Pond Drive Village of Rye Brook Dear Ms. Orlando: Enclosed please find the following for review for the next Planning Board meeting on 9/14/23: • Signed and sealed survey titled"Topographic Map prepared for Katonah Management Services, Inc." dated 6/03/2022 • Site Plan Submittal Review Checklist(completed, signed and sealed) • Application for Site Plan Approval form (signed, notarized) • Application fee check for $325.00 (#4475) • Consultant review escrow check for$2,500.00 (#4476) • Steep Slope Work Permit Application (completed) • Steep Slope Work Permit fee check for$250.00 (#4473) • Also, enclosed is a flash drive regarding same. Please review these items and contact me if you have any questions. Thank you. Yo �,y, Jo C. Riina, P.E. /dmd/Enc./sdc 22-10 251-F Underhill Avenue Yorktown Heights, New York 1 059B 60 Walnut Grove Goad • Ridgefield, Connecticut 06877 C91 4] 962-4488 (2003 431-9504 Fax C91 4] 962-7366 Sihz Design Consultants Civil Engineers • Land Planners May 16, 2023 Steven Fews Acting Building Inspector MAY, 17 2023 DD 938 King Street R VILLAGE OF RYE BROOK Rye Brook, NY 10573 BUILDING DEPARTMENT Re: Hidden Falls Homeowners Association 23 Hidden Pond Drive Village of Rye Brook Dear Steven: Enclosed please find three copies of the Block Library packet and Site Plans titled "Site Plan- Retaining Wall Design", prepared for Hidden Falls Homeowner's Association", dated.1-21-23, last revised 5-12-23, Sheets 1-4 of 4. Also, enclosed is a flash drive regarding same. Please review these items and contact me if you have any questions. Thank you. Yours T Jose iina, P.E. /cm/Enc./sdc 22-10 251-F Underhill Avenue Yorktown Heights, New York 10596 EO Walnut Grove Road • Ridgefield, Connecticut 06877 C91 4) 962-4488 C2033 431-9504 Fax C91 4) 962-7388 Village of Rye Brook Building Department 938 King Street Rye Brook, NY 10573 Phone: 914-939-0668 December 13, 2022 Hidden Pond HOA C/O Katonah Management Service Inc. 334 Underhill Ave Suite 5D Yorktown Heights, NY 10598 914-639-4096 Re: Building Permit for 23 Hidden Pond Drive Rye Brook, NY 10573 To whom it may Concern: We, Hidden Pond HOA C/O Katonah Management Service Inc., are the owners of the above described property,herby give sanctioning to Anderson Alves Company DBA ABC Construction to act as a general contractor/authorized agent for alteration of the pre-existing property. He has my consent and full responsibility to provide all requirements necessary with the local laws. Regards, 4�kv_ Hidden Pond HOA C/O Katonah Management Service Inc \ � �� I IIi41j t Iy1i•��1i I _� h1101,�1 li�l� f ,111���1,, � ,.Ib/�4dI N���1 ,, Ih�1�1�►I . 1-_ . 1411'01 VW <(S�)� 111,^ !n'sti...,�,l�ll':i t � �Y'9t,/lll':'��Y�: i.�11/111 .:y T.:-£ .:111/11':..iS� j4� ht►I1/11,:i:i ii FTi.4 �1'.:111 I��:;F' s�.1,, ►�,I'..Y�+\'� � l/. CN 40 . . . . . . . . . . .. . . . . . . . . . . '•o y V r.. •% ' '� w 40 ` LLJ Q O Vto ate. !/� `♦ C) y 4-J p U o c a. sectionLLI .�o � J (n `3 e < � V� Q H Q Z E ZO p w g y `0 0 v �' y y Er. Z O a Lu ✓Q w rr,1: t�"I Cr p Zp cn `- Q U COM ° F- t L" ~ U c Z m X *- '�/ r � •3 c i 40 CD •rr 1! CO i0 00 i+• � r L C •U •r O O C) + \ z Ncm <4sri)s V CL A. r p - - - c E� 1 fr;f;�,,,,, Ms's? � a� :II,�,I►-t�.3! __.sEi►II II Cht sF*rt",I►�II,�'= F :'',I,�I, ti�'- s .+, 11 N 1 4 I► ►I "A*za «o)s "��.'" '. - ►11j1� 111N,1 1,11 I=I '� 11„11� s _- g;._i�l,ll�i�- ;�~� fir:d1,1Nj1 �, Ij,1�j11't .� � 1 1 1 � 1/11 ��j�3g� ►111 .4��gq g���1 �►N1�J ,;@A $�6 $ gg I \ � • • �A 1 • i �A f •• ;(�iiAi ••� aA� •����' �TdA�Srt. 1.1.1 SAY 1.1.1 A '� '�' . ^ $ ^ r�k �► y� ,► ,Nt14J�? ��u•� a� '�,'s��'�+ t� "' art vf�� 't' � - w ��jt�, Y.r, wo �O� �"UR.O .., .0 s��0�s - � O ,yi�;}��d�R'" .. �O,` ��'•!+'4 �iG. AC�® DATE(MM/DD/YYYY) `� CERTIFICATE OF LIABILITY INSURANCE 10/24/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: annmane spencer Fairfield County Bank Insurance Services, LLC H NN 203-894-3188 ac No:203-431-8789 401 Main Street lAICE-MAIL Ridgefield CT 10547 ADDRESS: annmane.spencer@—fcbins.com INSURER 3 AFFORDING COVERAGE NAIC• INSURER A:Selective Insurance Company of America 12572 INSURED ABCCONS-01 INSURERS: ABC Construction DBA Anderson Alves Inc. INSURERC: 38 Stonewall Circle INSURERD: White Plains NY 10607 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:615600406 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR'7. POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY)I(MMIDDNYYYI LIMBS A X COMMERCIAL GENERAL LIABILITY Y Y S2445300 8/1/2023 8/1/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE T RENT ED PREMISES Ea occurrence $500,000 MED EXP(Any one person) $15,000 PERSONAL BADVINJURY $1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 POLICY ECT LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER: $ AUTOMOBILE LIABILr Y COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY Per( person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY per accident i UMBRELLA LU18 OCCUR EACH OCCURRENCE $ EXCESS LY'B CLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION STATUTE ER PER OTH- AND EMPLOYERS'LIABILITY Y/N ANYPROPRI ETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? NIA E.L.EACH ACCIDENT = (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space is required) Village of Rye Brook is included in blanket additional insured with respects permits/licenses ABC Construction,Inc. Form CG730ONY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street Rye Brook NY 10573 AUTHORIZED REPRESENTATIVE 9 C�srrwl!��L ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PO Box 66699,Albany.NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) m 0 A A A A A A 133744926 MARY F WILLIAMS INS AGENCY 125 NORTH MAIN STREET STE 501 PORTCHESTER NY 10573 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ANDERSON ALVES INC VILLAGE OF RYE BROOK DBA ABC CONSTRUCTION CO 938 KING STREET 38 STONEWALL CIRCLE RYE BROOK NY 10573 WHITE PLAINS NY 10607 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2275 300-8 868412 12/10/2022 TO 12/10/2023 2/23/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2275 300-8. COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:INVWW.NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT ANDERSON ALVES ANDERSON ALVES INC.DBA ABC CONSTRU DBA ABC CONSTRUCTION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK ST ATZCE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:241948403 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, December 5, 2023 3:49 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 12/05/2023 15:49 To: VIL RYE BROOK PRIMARY Transmitted: 12/05/2023 15:49 00006 Ticket: 12053-001-473-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 23 To: Name: HIDDEN POND DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: FRONT OF PROPERTY, REAR OF PROPERTY, RIGHT SIDE OF PROPERTY AS FACING, LEFT SIDE OF PROPERTY AS FACING, PERIMETER OF PROPERTY NearSt: N RIDGE ST Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: EXCAVATION Estimated Work Complete Date: 01/12/2024 Depth of excavation: 38 INCHES Site dimensions: Length 250 FEET Width 40 FEET Start Date and Time: 12/12/2023 07:00 Must Start By: 12/27/2023 ------------------------------------------------------------------------------ Contact Name: ANDERSON ALVES Company: ABC CONSTRUCTION, WHITE PLAINS Addrl: 38 STONEWALL CIRCLE Addr2: City: WHITE PLAINS State: NY Zip: 10607 Phone: 914-747-1874 Fax: Email: anderson@abc-construction.net Field Contact: ELTON Alt Phone: 914-573-9492 Email: anjelica@abc-construction.net Working for: HIDDEN FALLS ------------------------------------------------------------------------------ Comments: WORKING NEAR DAM, CLOSEST HOUSE ADDRESS IS 23 HIDDEN POND DRIVE, RYE BROOK Lookup Type: PARCEL ------------------------------------------------------------------------------ 1 Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 I I - . - __ . 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I C'� �" t' � fy:� '�.i' , �'_' �___'. =� C-IIJ LO !__ I 01, r_� cm c"I'i UJI ', I 1-11 " == n Lm I , e a -1 I C_ DJ � I w 1 4�� c-, I I I Q = = (D ., r, �1�1# I UJ - I I W -,L"- _ -) c!!� ' ' a' _5 j , - I 7 ' = - , __ I r_'=-"� �;��_ I I C-1 , I I ------ L___ - .1 IL ----.-"--, 30. I > L --- i U ke Cori deg Topographic prepared Map for Katonah Manacerr�ent Services, l nc_ in the Village of Rye B roo lc Town of Rye Westchester County, N.Y. Scale 1"=20' J u n e 3, 2022 Vertical Datum: N.4W699 Subsurface structures and their encroachments, if any exist, are not shoov hereon. "Unauthorized alterations or additions to a surrey map ps a rio%tion of section 7209, sub -division 2, of the *.V* York Stole Educat/on Lajy "Only copies of the original surrey marked ,ylth the land surwwrs inked or embossed sea/ shall be considered a true and ro/id copy. "0ertiRCa110n.4 indicated hereon slgnify that this surrey /yas prepared /n accordance *11h the er/st/ng code of practice for Lond Surreys adopted by the Ne* York State Association of Professiono/Lond SurMynrs Said certifications shall run to the person for �yhom the surMy is prepared only, and on his behalf to the rt/e Company, got�mmento/ agency and /ending institution listed hereon, and to the assignees of the lending institution . CERr/F/CAr/041S ARE *or 7R.4NSFERABLE TO ADL mm..4Z INSr/77/r/ONS OR SUBSEQUENT 00ORS Copyright (c) 2022 jyard Carpenter Engineers, /na All Rights Reserveo,. E C E RS E FEB 2 22023 01 VILLAGE O RYA BROOK BUILDING DEPARTMENT 76 Mamaroneck Avenue Olie Plains, N. Y. 10601 Job # 56251 LDD 56251 \dwg\56251.dwg LU 4i aa3 d aY �`�1;- R r -ram.--�'"�",,. �.,��,- k, H SITE DATA: W- N LU `n N rn PROJECT AREA ° b s I OWNER/DEVELOPER: HIDDEN FALLS HOMEOWNERS ASSOCIATION F = N .', 23 HIDDEN POND DRIVE RYE BROOK,NY,10573 a Z PROJECT LOCATION: 23 HIDDEN POND DR # , RYE BROOK,NY,10573 N z y; a x a;. i EXISTING TOWN ZONING: SINGLE FAMILY RESIDENTIAL it a 4 v r .41 z PROPOSED USE: SINGLE FAMILY RESIDENTIAL -e - TOWN T X `j a " _27ry �3� /------- A MAP DATA SECTION 135 6 BLOCK LOT 28 rn W Ln x t f�R ,• 4 R itsr 'n`fi+h__ •Sri .. 'vt.-,_.� -.9`_� .,4- ,iiiik EXISTING WALL TO BE REPLACED r P1,d.�9 -- PLANS (� V LOCATION MAP ' 10.98 SEP 2 8 2023 0 o NOT TO SCALE / / ' e —— - _�--�—� M O i / ¢ t>r�PE DATED: J NEW POST FENCE ON - - TOP OF REDI-ROCKBUILDING DEPARTMENT w WALL TO REPLACE / EXISTING FENCE . TN:125.D 00'v 16' BW:124.5 to DEMOLISH EXISTING RR TIE i q,/an-I, village of Rye Brook Cq " WALL.REMOVE ALL DEMOLITION - /MATERIALS AND PROPERLY � � �' Architectural Rev ew Booed � ��� DISPOSE OF OFFSITE % 20 NEW REDI-ROCK WALLS TO Appreval Date:f REPLACE EXISTING RR TIE L Copy Chairman: d U 7� 3 / WALLS.THE OWNER SHALL PROPOSED LIMIT OF DISTURBANCE OF SLOPES GREATER THAN 25%-1,115 SF 10- �- SELECT THE BLOCK FACE _ �� i / Tr 1112'to 2"DECORATIVE STYLE. — u GRAVEL MIN.3"THICK OVER FILTER FABRIC N / ! TW:120.0 9 PROPOSED LIMIT OF DISTURBANCE AND WORK AREA / TW:126.5 _-J BW:118.0 P / 74" BW:126 s' F — Ook PROPOt ED T DEEP CURTAIN / / l f DRAIN WITH GRAVEL TO PROPOSED SILT FENCE / - ` URFACE - PROPOSED GRADING 24 ;, / 'r S PERMR# u /a,r ALL DISTURBED AREAS TO BE RESTORED .- M°, _— - SBLti> a °- TO THE ORIGINAL CONDITION OR BETTER, ?'" DAT z¢ t'• m N z - - A► I� z ate' LL INCLUDING TOPSOIL,RAKING,AND uy Tyr+:124.5 ALL DISTURBED AREAS SEEDING AS PER SPECIFICATIONS 8W:120.5 9d Svcs naic'/ /i'I SHALL BE TOPSOIL ? �gCTpq,y,�psot di*olyMy ly�s�SpF E�S� o z f SEEDED AND MULCHED f 0 W / PROPOSED 4'DEEP DRAIN INLET TW:120.0 r BW;116.0 �9. PC APPROX.LATION OF 2 % / `` Y 1O.9✓' >\pJ PROPOSED SOIL STOCKPILE N EXISTJNG BOULDER WALL u / /` ❑ o J PROPOSED 12"DIAM HDPE N-12 PIPE \ `` / NP'{ye ` 109.34 v a U /i o oa, •��i�/ T`W 1>�670 �o TG__ - /i0.60 G=1>013 /102 ,7 c.��X eZ77 ti / - pad 1 ' /// REMOVE EXISTING WALL FOR ACCESS. ���< ��� ro / GQ ete_9 S / / RESTORE WALL UPON COMPLETION OF O O� E/m �G1'>> \ 00 g/ 11054 \ Sty �t e r M r ' i/' ,• PROJECT TO ORIGINAL CONDITION 2 0- o ` ��SO /n �/ 11 I/ 3) o m U 2/ i !�t N �f < II 3 N ,` j j 6g � o a 1 I f /! / PROPOSED CONSTRUCTION ENTRANCE _ s / 1�' �-�� � Y Q r i ' //,'/ e \� P3 When it comes to classic good looks,Cobb)stone 33- n� o \ Po% %'c t� O 1 83 \ Og 0 B w is where it's at.Each,one-ton black features the 26` CLY, /TG 1�9 c \ 1 g I P�aJ / f / / / I//ru;i� / T e� \ 8� ��'� _ rg� T toP Qf J appearance or six smaller blocks,creating a timeless aesthetic.Sometimes,the linear appeal cl a smaller stacked stone provides the enduring impact you're a looking for in a wall. 107,52 o 1 Z-1 U O CdQ ,�a PROPOSED REDI-ROCK WALL BLOCK TYPE AND COLOR 3 a 6 W > on d Q O 0 5 10 20 LQ L W SCALE:1"=10'-O" > SAFE DIG d NOTE: Before You Dig,Drill or Blast! 1. THIS IS NOTA SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN Hr ma,�i�ai coo�w Asa rea�%�x 4' w TAKEN FROM SURVEY MAP PREPARED BY WARD CARPENTER ENGINEERS,DATED o oo,nroro ,� O 06/03122,LAST REVISED 06/03122.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS ACCURACY. '—I NOTE:UNAUTHORIZED ALTERATIONS R ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209(2)OF THE W YORK STATE EDUCATION LAW. w w O y N K C1 N F Q U O ¢ p z I ¢ — z Slopes Table o /�• Z / Number Minimum Slope Maximum Slope Color N o / 1 0.00% 15.00% s— °rn° o 36 2 15,10% 25.00% y2 .N I. Q 3 25.10% 35.00% = a x v O O 4 35.10°t° 998916.96% U o o i 2 � w >v 122 tv PROPOSED LIMIT OF DISTURBANCE OF Q 3 4 � SLOPES GREATER THAN 25%-1,115 SF U /0=1269 d 71,5 Mop/e 14 ock / ?4.55 p024 5 �il0�d f2� / tree 1 �\ ✓ 01 -K / tree Ai/onthus �4V^I Mo•;E a m',d Tree g w z 4-. ova 24 a Sycomore/ , J�b� SOI 5� Z z wFi \ 110 98 APPROX.L9CATION OF \' EXISTJNG BOULDER WALL X ; sroo, e�G/J x �E / J, NEd9P �r ——— 100 3——--F�O O U a U vv / rw � \ B y 174.70 s�o�� � X 7702i �ener �nffs / F 5f z 6 o v �� --—— one Pad E+ec k GAO / jG �3 \ T� ,O�, / Ga�eters o(y 6Jr / o� �»��% s� 0�0 hS/ 11�54 2 St or 3 0 M rr NO. w N j erzon / Use 8 o A 10" n (Ho 10.2 // gG S � / �3j 1 Po% togy 10 a, o�o 20" 1< F �fG 1 09 g� 1 09. '09,10 ew0y \�� r►� �J r�/� ' gG �� % EGG or tree / d Jo �� g 1ao�foP 24 / H �—) I.� / Mo le 107 Jib p j �f 15" / h n a� w �� �', Q w �•O 0 C .�a 3< w x W r--( OQf)cd Q O w �� 0 5 10 20 vn ~ W SCALE:V=10'4' —— NOTE: SAFE DIG Before You Dig,Drill or Blasfl 1. THIS 1S MOT A SURVEY ALL SURVEY INFORMATION SHOWN ON THIS PLAN HAS BEEN uu�s rou rrs�eii o.�-sao-ssz.>� TAKEN FROM SURVEY MAP PREPARED BY WARD CARPENTER ENGINEERS,DATED �o�� m6S2 06/03/22,LAST REVISED 06/03/22.THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ITS aid r M,-wn.wm ACCURACY. N NOTE UNAUTHORIZED L DDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209(2)OF THE NEWY RK STATE EDUCATION LAW. WOODEN FENCE POST WOOD OR METAL DRIVE GENERAL EROSION CONTROL NOTES: o N POSTS AT 8'-0"O.C,MAX. FACE OF CURB Lu i 4 FT.LENGTH 1.OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION N SUPPORT NET ATTACH SILT FABRIC ON UPHILL SIDE OF POSTS AND CONTROL PRACTICES.THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED o FILTER FABRIC at T FLOW BACKFILL OVER FABRIC PRIOR TO ANY MAJOR SOIL DISTURBANCES,AND MAINTAINED UNTIL PERMANENT PROTECTION IS 0 PROPEX SILT STOP FABRIC ESTABLISHED.ROAD SURFACE FLOWS FROM TH'E SITE SHOULD BE DISSIPATED WITH TRACKING PAD OR rn U OR APPROVED EQUAL o- z APPROPRIATE MEASURES DURING ADJACENT ROAD SHOULDER REGRADING.CONTRACTOR IS LA A] 0 < L - SOIL TO BE RETAINED RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION N a 06 4 ANCHOR FABRIC 6"BELOW DIG 6 X6"TRENCH INSTALL CONTROL DEVICES THROUGHOUT THE COURSE OF CONSTRUCTION. a EXISTING CHANNEL WHEN \ ' FABRIC AND BACKFILL 2.CATCH BASIN INLET PROTECTION MUST BE INSTALLED AND OPERATING AT ALL TIMES UNTIL TRIBUTARY - STREAM CHANNEL NATIVE SOIL AREAS HAVE BEEN STABILIZED.WHEN POSSIBLE FLOWS SHOULD BE STABILIZED BEFORE REACHING z EXISTING AREA TO BE INLET PROTECTION STRUCTURE.TIMELY MAINTENANCE OF SEDIMENT CONTROL STRUCTURES IS THE 4"RAILS(TYP.) 0 PROTECTED RESPONSIBILITY OF THE CONTRACTOR. 6" T-0" e' Z ELEVATION SECTION _ c� 3.ALL STRUCTURES SHALL BE MAINTAINED IN GOOD WORKING ORDER AT ALL TIMES.THE SEDIMENT a'-o" oo N LEVEL IN ALL SEDIMENT TRAPS SHALL BE CLOSELY MONITORED AND SEDIMENT REMOVED PROMPTLY - - 6"0 PosT(rrP.) PLAN FRAME GRATE CAMPBELL o o 7iiF FOUNDRY Co.No.3430B OR WHEN MAXIMUM LEVELS ARE REACHED OR AS ORDERED BY THE ENGINEER.ALL SEDIMENT CONTROL AMERICAN MADE APPROVED EQUAL STRUCTURES SHALL BE INSPECTED ON A REGULAR BASIS,AND AFTER EACH HEAVY RAIN TO INSURE y PROPER OPERATION AS DESIGNED.AN INSPECTION SCHEDULE SHALL BE SET FORTH PRIOR TO THE Z o SYMBOL START OF CONSTRUCTION. �__ _ FINISHED GRADE PLAN VIEW:JOINING SECTIONS 4.THE LOCATIONS AND THE INSTALLATION TIMES OF THE SEDIMENT CAPTURING STANDARDS SHALL BE AS =��_ a°roPsolLANo SEED 5)N o 0 NOTES: SPECIFIED IN THESE PLANS,AS ORDERED BY THE ENGINEER,AND IN ACCORDANCE WITH THE LATEST p I y y 1.Filter cloth to be fastened securely to post:steel either t or u type or 2"hardwood posts at top and mid section. EDITION OF THE"NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" I / V I I / 1 r Y ,+I I �" if BRICK ADJUSTMENT a+ 'r"a" } 2.When two sections of firer cloth adjoin each other they shall be overlapped by 6 inches and folded.Filter cloth shall be mirafi ///f (12"MAX.) t OOx,stabilinka t140n or approvede equal (NYSSESC). / �� ./ 6"THICK 3.Maintenance shall be performed as needed and material removed when"bulges"develop in the silt fence. 5.ALL TOPSOIL SHALL BE PLACED IN A STABILIZED STOCKPILE FOR REUSE ON THE SITE.ALL STOCKPILE � 1\���A�����������"���-���"/��"�%���I /� /�. WALLS 3"-0" O 0 � 6"SOLID CONC.BLOCK � O.�� 4.Excavate 4 inch trench aloe the lower perimeter of the site. OR PRE CAST CONCRETE ( 1.4 s p MATERIAL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE TEMPORARILY SEEDED AND - -I- III-�= =�-�=III-� III - -� F V 0 0 ICU o 5.Unroll a section at a time and position the post.against the back(downstream,)wall of the trench(net side away from direction of flow) MULCHED WITHIN 7 DAYS.REFER TO SOIL STOCKPILE DETAILS. -III-III -III- III-III- = -III- III-- -- - w¢ REINFORCEMENT AS REQUIRED w 3'-0" _ 1L- I-I-1- I- 1- -I >o_ FOR PRE CAST CONCRETE bq 6.Drive the post into the ground until the netting is approximately 2 inches from the trench bottom. 6.ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 7 DAYS AND NOT SUBJECT TO _ r_ STEPS AT 12"O.C.CAST STRUCTURE 7.Lay the toe-in flap of fabric onto the undisturbed bottom of the trench,back ill'the bench and tamp the soil.Steeper slopes require -III-III- I I-I I-I-1.I-1 1-I 1-1- -- I- - IRON OR POLYPROPYLENE �00 y CONSTRUCTION TRAFFIC,SHALL IMMEDIATELY RECEIVE TEMPORARY SEEDING.MULCH SHALL BE USED III- I III=III= -III- - - I y an intercept bench. - _- COATED STEEL 6" FOR INVERT,SEE B.Join sections as shown above, IF THE SEASON PREVENTS THE ESTABLISHMENT OF A TEMPORARY COVER.DISTURBED AREAS SHALL PLAN OR PROFILE .� >N NOT BE LIMED AND FERTILIZED PRIOR TO TEMPORARY SEEDING. SILT FENCE DETAIL 7.ALL DISTURBED AREAS WITHIN 500 FEET OF AN INHABITED DWELLING SHALL BE WETTED AS E 1 NECESSARY TO PROVIDE DUST CONTROL. s" Q NOT TO SCALE 8.THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOIL AND DEBRIS AND EXISTING SUBGRADE U IS RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. APPROVED coMPAcrED 9.SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN causHEDsTC CCNEFOUNDATION i COURSE -(J"APPROVED SUB GRADES=� �^ �' THE DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. 10.ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH NOTES: 1.Timber posts and rails shall be of sound quality and free of excessive natural defects,i.e.knots,splintered wood,cracks etc. CV CURRENT EDITION OF NYSSESC. 2.Post and rail fence to be installed at locations shown on plan. SECTION A-A 11.ALL REGRADED AREAS MUST BE STABILIZED APPROPRIATELY PRIOR TO ANY ROCK BLASTING,CUTTING, 3.Post and rail fence to remain unpainted in natural state. AND/OR FILLING OF SOILS.SPECIAL CARE SHOULD BE TAKEN DURING CONSTRUCTION TO INSURE STABILITY DURING MAINTENANCE AND INTEGRITY OF CONTROL STRUCTURES. r_,� POST AND RAIL FENCE DETAIL p_� TYPICAL DRAIN INLET(TYPE DI)DETAIL STABILIZE ENTIRE PILE WITH W 2 12.TO PREVENT HEAVY CONSTRUCTION EQUIPMENT AND TRUCKS FROM TRACKING SOIL OFFSITE, r VEGETATION OR COVER W W 11 SLOPE OR LESS CONSTRUCT A PERVIOUS CRUSHED STONE PAD.LOCATE AND CONSTRUCT PADS AS DETAILED IN NOT TO SCALE NOT TO SCALE �r ry70 W W THESE PLANS. Q�tV4A 2 v W 13.CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST BY SPRINKLING EXPOSED SOIL AREAS w W PERIODICALLY WITH WATER AS REQUIRED.CONTRACTOR TO SUPPLY ALL EQUIPMENT AND WATER, 12"BOTTOM WIDTH s a m 6 W 14.CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION INSPECTIONS AS PER NYSDEC GP-0-20-001 z W w AND TOWN OF RYE BROOK CODE. N ILL .� MAINTENANCE OF TEMPORARY EROSION AND SEDIMENT CONTROL III=L= w �b�s 3s*r`1ay z III-111= III -III _ - _ -_-_III-I=1,. STRUCTURES: f/ =il ui��l-III-JH- 1 .:-III''=-III N.Y.S.DE.C.GP-0-20-001 EXPOSURE RESTRICTIONS-STATES THAT ANY EXPOSED EARTHWORK SHALL BE i MIN.SLOPE STRAWBALES OR SILT FENCE MIN.SLOPE STABILIZED IN ACCORDANCE WITH THE GUIDELINES OF THIS PLAN. 1. TREES AND VEGETATION SHALL BE PROTECTED AT ALL TIMES AS SHOWN ON THE DETAIL DRAWING AND AS _ DIRECTED BY THE ENGINEER. FILTER FABRIC III ` I- - 7 vn E SYMBOL 2. CARE SHOULD BE TAKEN SO AS NOT TO CHANNEL CONCENTRATED RUNOFF THROUGH THE AREAS OF E -III -I a _ CONSTRUCTION ACTIVITY ON THE SITE. w ss 3. FILL AND SITE DISTURBANCES SHOULD NOT BE CREATED WHICH CAUSES WATER TO POND OFF SITE OR ON 0 ADJACENT PROPERTIES. U¢"v 3/4"CLEAN GRAVEL -III- y M M M NOTES: 4. RUNOFF FROM LAND DISTURBANCES SHALL NOT BE DISCHARGED OR HAVE THE POTENTIAL TO DISCHARGE -I -III u v Q Q 1 OFF SITE WITHOUT FIRST BEING INTERCEPTED BY A CONTROL STRUCTURE SUCH AS A SEDIMENT TRAP OR .Area chosen for stockpiling operations shall be dry and stable. , _ o U orn 2.Maximum slope of stockpile shall be 1:2. 'h 3.upon completion of soil stockpiling,each pile shall be surrounded with either silt fencing or strawbales, SILT FENCE.SEDIMENT SHALL BE REMOVED BEFORE EXCEEDING 50%OF THE RETENTION STRUCTURE'S 4"PVC PERFORATED then stabilized with vegetation or covered. CAPACITY. PIPE TO DISCHARGE _ - a z,.•c�MI I I-IT 4.See detail for installation of silt fence. 5. FOR FINISHED GRADING,ADEQUATE GRADE SHALL BE PROVIDED SO THAT WATER WILL NOT POND ON TO DRAIN INLET III- I - LAWNS FOR MORE THAN 24 HOURS AFTER RAINFALL,EXCEPT IN SWALE FLOW AREAS WHICH MAY DRAIN III FOR AS LONG AS 48 HOURS AFTER RAINFALL. 31, - .__= E-2 SOIL STOCKPILE DETAIL 6. ALL SWALES AND OTHER AREAS OF CONCENTRATED FLOW SHALL BE PROPERLY STABILIZED WITH y ' `X III-I � > NOT TO SCALE TEMPORARY CONTROL MEASURES TO PREVENT EROSION AND SEDIMENT TRAVEL SURFACE FLOWS OVER a z U III--1 - -III 3 CUT AND FILL AREAS SHALL BE STABILIZED AT ALL TIMES, °N 7. ALL SITES SHALL BE STABILIZED WITH EROSION CONTROL MATERIALS WITHIN 7 DAYS OF FINAL GRADING. �-- =; ---11=--_III-III-III-III= q III-III- -1_I-I I-1 11--1 I M I I- =1 WIDTH INIMUM TOPSOIL: 3"CLEAN STONE z EXISTING TOPSOIL WILL BE REMOVED AND STORED IN PILES SUFFICIENTLY AS TO AVOID MIXING WITH OTHER 2 g MOUNTABLE BERM EXCAVATION.STOCKPILES SHALL BE SURROUNDED BY EROSION CONTROL AS OUTLINED ON THESE PLANS.THE (OPTIONAL SEE FURNISHING OF NEW TOPSOIL SHALL BE OF A BETTER OR EQUAL TO THE FOLLOWING CRITERIA(SS713.01 NYSDOT): Z -- -- - __ - - -NOTE S> -- -111 III I EXISTING Tf NG P 1. THE PH OF THE MATERIAL SHALL BE 5.5 TO 7.6. GRASS SWALE WI SUB-DRAIN DETAIL _III-ill III I I N I IIT IA I,,III III- I III III III III I)III I I I�I I II i�9F91 I=, III I I�I I-I I L I I-I I I_I I I I/li_I I I- aVEM u. EXISTING GRADE -__ _._I- ENT 2.THE ORGANIC CONTENT SHALL NOT BE LESS THAN 2%OR MORE THAN 70%. - )_ LTf�ill-III IIN7`III I� III 111�111;�11�11-11f III.:" 3. GRADATION: SIEVE SIZE %PASSING 8Y WGT. NOT TO SCALE 71I COMPACTED SUBGRADE 21NCH 100 ILTER CLOTH 1 INCH 85 TO 100 1/4 INCH 65 TO 100 ° SECTION A-A NO.200 MESH 20 TO 80 PERMANENT VEGETATIVE COVER: w 30'-0"MINIMUM 1. SITE PREPARATION: n 1.1. INSTALL EROSION CONTROL MEASURES. 1.2. TILL OR AERATE COMPACTED SOIL AREAS TO AT LEAST 12". 1.3. LIME AS REQUIRED TO PH 6.5. m 1.4. FERTILIZE WITH 10-6A 4LBS/1,000 S.F. PAVEMENT FINISHED GRADE, MIN.4"TOP SOIL AND SEED. SEE DRIVEWAY DETAIL FOR TRENCH IN TRENCH IN TOP SOIL SHALL BE a 1.5. INCORPORATE AMENDMENTS INTO SOIL WITH DISC HARROW. NEW INSTALLATIONS. PAVED AREA GRASS AREA MOUNDED TO PERMIT 2.SEED MIXTURES FOR USE ON SWALES AND CUT AND FILL AREAS. SEE PAVEMENT SETTLEMENT OF SOILS TOREPLACEMENT DETAIL FOR DESIRED FINISHED GRADE. J INSTALLATIONS UNDER _ MIXTURE LBS./ACRE EXISTING ROADWAYS. fit A A ALT.A KENTUCKY BLUE GRASS 20 FINISH GRADE L STARTAT EXIST. (( z w CREEPING RED FESCUE 28 Z ��VJJ o RYE GRASS OR REDTOP 5 � - Q� PAVEMENT o N> > pO -JILII��C z i-.1 �� u° =1-1I1=L�� ry o -I 1=1I H L g 1� a�i ALT.B CREEPING RED FESCUE 20 III II-III-I 1-g^ 1-0^1=11i II=1 ✓ c 5 \ REDTOP 2 - L�l M I \\\ II-1rl-II 1-III- (� _I TALL FESCUE/SMOOTH BLOOMGRASS 20 DIA. - 3. SEEDING vARIEs b�A O z PLAN 9 3.1. PREPARE SEED BED BY RAKING TO REMOVE STONES,TWIGS,ROOTS AND OTHER FOREIGN MATERIAL. ° y c4 �- ,c) 3.2. APPLY SOIL AMENDMENTS AND INTEGRATE INTO SOIL. CLEAN FILL BEDDING Q 3.3. APPLY SEED UNIFORMLY BY CYCLONE SEEDER CULT[-PACKER OR HYDRO-SEEDER AT RATE INDICATED. II. MATERIAL SEE NOTES 8"MIN-IF GROUND WATER 12'-0"MINIMUM -11 APPROVED SUB GRADE TABLE S ENCOUNTERED •'"i 3.4. STABILIZE SEEDED AREAS IN DRAINAGE SWALES. 3.5. IRRIGATE TO FULLY SATURATE SOIL LAYER,BUT NOT TO DISLODGE PLANTING SOIL. a CQ INSTALLATION NOTES: NOTES: 3.6. SEED BETWEEN APRIL 1ST AND MAY 15TH OR AUGUST 15TH AND OCTOBER 15TH. 1.Stone size-use Winn Slone,or reclaimed or recycled concrete equivalent. 1. Pipe shall be laid and Connected in the bedding which shall consist of: 2.Length-as required,but not less than 50 feet(except on a single residence lot where a 30 foot 3.7. SEEDING MAY OCCUR MAY 15TH AND AUGUST 15TH IF ADEQUATE IRRIGATION IS PROVIDED. A.Compacted existing subsoil when laid above ground water or; FT minimum length would apply. TEMPORARY VEGETATIVE COVER: B.39'crushed stone when laid below ground water. F�1 3.Thickness-not less than six(6)inches. 2. If subsoil is determined to be unsuitable by the Engineer,all unsuitable material shall be y rl N 4.Width-10 foot minimum,but not less than the full width at points where ingress or egress occur.24 ft SITE PREPARATION: removed for at least T-6"below the pipe invert or twice the pipe diameter,whichever is ft single entrance to site. �+ 5.Surface water-all surface water flowing or diverted toward construction entrances shall be piped 1. INSTALL EROSION CONTROL MEASURES. greater,and replaced with compacted bedding material. W across the entrance.If piping is impractical,a mountable berm with 5:1 slopes will be permitted. 2. SCARIFY AREAS OF COMPACTED SOIL. Q 6.Maintenance-the entrance shall be maintained in a condition which will prevent tracking or flowing of 3. FERTILIZE WITH 10-10-10 AT 400/ACRE. W sediment onto public right of way this may require periodic top dressing with additional stone as 4. LIME AS REQUIRED TO PH 6.5. conditions demand and repair and/or cleanouts of any measures used to trap sediment.All sediment Q' SYMBOL spilled,dropped,washed or tracked onto public right of way must be removed immediately. SEED SPECIES: 7.Washing-wheels shall be cleaned to remove sediment prior to entrance onto public right of way. MIXTURE LBSJACRE When washing is required,it shall be done on an area stabilized with stone and which drains into an RAPIDLY GERMINATING ANNUAL RYEGRASS 20 approved sediment trapping device. 8.Periodic inspection and needed maintenance shall be provided after each rain (OR APPROVED EQUAL) -PERENNIAL RYEGRASS 20 d Y -CEREAL OATS 36 � STABILIZED CONSTRUCTION ENTRANCE DETAIL SEEDING: STORM PIPE BEDDING DETAIL E-3 SAME AS PERMANENT VEGETATIVE COVER D-3 NOT TO SCALE NOT TO SCALE M NOTE:UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION7209(2)OF THE NEW YORK STATE EDUCATION LAW. GENERAL NOTES: CONSTRUCTION NOTES: Lu , Lu1. The Engineer whose seal appears hereon has not been retained for supervision of construction 1.WALL UNITS SHALL BE REDI-ROCK®AS PRODUCED BY A LICENSED MANUFACTURER , o in2.WALL UNITS SHALL BE MADE WITH READY-MVED CONCRETE IN ACCORDANCE WITH ASTM C94,LATEST REVISION subsequently,he is not responsible for construction and therefore assumes no responsibility for AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH to=4,000 PSI. cv tC construction practices,procedures,and results therefrom. 3.REDI-ROCK WALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND N 01 _ 2. The Engineer shall not be held responsible or held accountable for the integrity of any structures INSTALLATION MANUAL. 4.ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, O constructed or under construction prior to the approval of the plans. ACI 318,LATEST EDITION. U 3. The Town Engineer's office is to be notified 24 hours before commencing site construction. 5 EXCAVATION IN GENERAL SHALL CONFORM TO THE LINES AND GRADES SHOWN ON THE CONTRACT DRAWINGS 1 Q 6.FILL MATERIAL SHALL BE PLACED IN LOOSE 8 INCH LIFTS.PRIOR TO COMPACTION,EACH LIFT SHALL BE C) 4. All work is to be completed in accordance with the Town's of Rye Brook's Code of Practice and MOISTENED OR AERATED AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT.EACH LIFT SHALL BE p� Specifications. COMPACTED TO A MINIMUM OF 95%OF THE MAXIMUM DRY DENSITY AS DETERMINED BY A,S.T.M.D1557 Q 5. All conditions,locations,and dimensions shall be field verified and the Engineer shall be METHOD C.THE CONTRACTOR WILL BE REQUIRED TO HIRE AN INDEPENDENT CERTIFIED TESTING LAB TO PERFORM FIELD DENSITY TESTS.FIELD TESTING SHALL BE PERFORMED IN ACCORDANCE WITH A.S.T.M.D1556 Immediately notified Of any discrepancies. OR D2922.A MINIMUM OF 61N-PLACE FIELD DENSITY TESTS SHALL BE PERFORMED ON ALTERNATE LIFTS. q Z 6. All changes made to the plans shall be approved by the Engineer and any such changes shall be FILLING OPERATIONS MAY NOT PROCEED UNTIL iN-PLACE DENSITY TESTS HAVE BEEN PERFORMED AND THE O FILL PROPERLY COMPACTED. O filed as amendments t0 the original Building Permit. 7.FILL SHALL CONSIST OF SOUND DURABLE PARTICLES TO THE GRADATION SHOWN IN THE TABLE BELOW.THE Z SET BACK=318" O 7. All written dimensions On the drawings Shall take precedence over any scaled dimensions. MATERIAL SHALL BE GRANULAR AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL.IN GENERAL THE r» rn 42"HIGH CEDAR SPLIT RAIL FENCE B. It is the Contractor's responsibility to call in a"CODE 753"at least 2 days but no more than 10 SOIL SHALL BE NON-PLASTIC WITH A PLASTICITY INDEX LESS THAN 5 AND SHALL CONFORM TO THE UNIFIED O, Lu (1.0°BATTER ANGLE ON O SOIL CLASSIFICATION SYSTEM FOR AN"SW'SOIL OR THE REQUIREMENTS OF THE NEW YORK STATE WALL) days prior to COnStrUCtlOn for Underground utility locations. DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION SECTION 203-21TEM NO.203.07 SELECT y� O ~ TOP WALL ELEV.(SEE SITE PLAN) V' 9. Substructures and their encroachments below grade,if any,are not shown. GRANULAR FILL,HOWEVER THE MAXIMUM SIZE SHALL BE 3 INCHES. TOP OF WALL HOLD LEVEL " m 10.Contractor to verify all substructures encountered during construction. SIEVE PERCENT PASSING BY WEIGHT v o 11.Any proposed electric and/or telephone service lines are to be placed underground. SIZE i_ o / 12.The Contractor shall supervise and direct the work using his best skill and attention.He shall be 3^ 100 N o 0 solely responsible for all construction means,methods,techniques,sequences,and procedures No.200 -15 _ _ PROPERTY LINE i and for Coordinating all portions Of the work under the Contract. IF ON-SITE EXCAVATED MATERIAL IS USED IT MUST CONFORM TO THE SAME MINIMUM REQUIREMENTS SPECIFIED. a x Yp K w / 13.The Contractor shall be responsible to the Owner for the acts and omissions of his employees, IN ALL INSTANCES,THE THE CONTRACTOR MUST SUBMIT CERTIFIED LABORATORYTEST REPORTS ON ALL 7:1 cd } MATERIALS USED FOR BACKFILL.THE FOLLOWING REPORTS SHALL BE PROVIDED AND BE IN ACCORDANCE WITH O O F F / subcontractors,and their agents and employees,and any other persons performing any of the THE FOLLOWING ASTM SPECIFICATIONS: I =w work under a contract with the Contractor. •PARTICLE SIZE ANALYSIS-A.S.T.M.D422 wm RETAINED SOIL •SOIL CLASSIFICATION-A.S.T.M.D2487 • O 00 � 14.The Design Engineer disclaims any liability for damage or loss incurred during or after -LIQUID&PLASTIC LIMITS-A.S.T.M.D424 0 m 1 construction. -MODIFIED PROCTOR MAXIMUM DENSITY-A.S.T.M.O1557 METHOD C y oo-7 1 3 a /(-2-' 15.The Contractor shall be responsible for obtaining all necessary permits for any blasting If required. 8.DRAINAGE AGGREGATE AND WALL INFILL SHALL BE DURABLE CRUSHED STONE WITH THE FOLLOWING PARTICLE � ;:1 00 9 SIZE DISTRIBUTION AS PER ASTM D422.MOVE BLOCKS FORWARD DURING INSTALLATION ?d-Y / TO ENGAGE SHEAR KNOBS(TYPICAL) GENERAL SEGMENTAL RETAINING WALL NOTES: SIEVE PERCENT PASSING BY WEIGHT Min.Bury Dept n 1.The Contractor shall inspect the site prior to starting the project and verify all existing conditions. SIZE rn APPROXIMATE LIMITS OF EXCAVATION d I Any discrepancies from what is shown on the plans to actual field conditions shall be reported to 1)z" 100 28"BLOCK the Engineer immediately and prior to commencing the work. 1" ss-100 b 3 See Table M� 2.All work shall conform to all applicable Federal,State and Town of Rye Brook codes,rules and U ci Y4'WASHED STONE BACKFILL TO regulations.The Contractor shall be responsible for acquiring all permits and paying all filing fees " 90-100 A' EXTEND A MINIMUM 12"BEHIND WALL necessary for the proposed work. X 100 i w 1 /all 3.The Contractor shall excavate to virgin grade.The Contractor shall not place footings on any fill /e" o-70 dust as Required NON-WOVEN GEOTEXTILE FABRIC No.a N'^ o J q material. D 25 N ( Bot.of Leveling Pad 4"PERFORATED HDPE DRAIN PIPE 4.Walls shall not be constructed on wet or frozen ground. No.B 0-10 v 5.Excavation in general shall conform to the lines and grades shown on the Contract Drawings. No.16 TIE INTO CATCH BASIN 6.Top and bottom wall elevations are provided to indicate top of wall elevation and finished grade / FOUNDATION SOIL elevation respectively at front face of wall.Additional wall height shall be required as necessary 9.EXCAVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE"CONSTRUCTION SAFETY&HEALTH A CRUSHED STONE LEVELING CT O.S.HA, to provide for proper buried wall depth and footings. PART 192 o w I PAD ASTM N0.2487 10.GEOTEXTILE FABRIC SHALL BE MIRAFI 140 N OR APPROVED EQUAL.THE GEOTEXTILE SHALL BE INSTALLED PER ( ) 7.To ensure a proper bearing surface,the wall shall be constructed on natural in-situ soil with a THE MANUFACTURER'S RECOMMENDATIONS AND GUIDELINES. a I / minimum allowable bearing capacity of 2 TSF.The Contractor shall strip all top soil.The area 117HE CONTRACTOR SHALL NOT USE LARGE OR HEAVY CONSTRUCTION EQUIPMENT WITHIN 5 FEET OF THE 0 w I shall then be compacted using suitable compaction equipment.A minimum of 3 passes shall be RETAINING WALL.SUITABLE HANDISMALL COMPACTION EQUIPMENT SHALL BE USED WITHIN 5 FEET OF THE WALL. w made. 12.FOOTINGS CONSTRUCTED ON VIRGIN IN-SITU SOIL SHALL HAVE A MINIMUM ALLOWABLE BEARING CAPACITY OF O�Q�\��A o I 8.If the Contractor encounters any wet area of soil while excavating or during construction of wall, 3000 PSF. O 4 m / 13.TO INSURE A PROPER BEARING SURFACE FORTHE FOOTINGS CONSTRUCTED ON NATURAL IN-SITU SOIL,THE ' ! he shall notify the Engineer immediately.Replacement of unsuitable soils may be required as u.1¢ o a `-APPROXIMATE LIMITS OF EXCAVATION directed by the Engineer. CONTRACTOR SHALL STRIP ALL TOP SOIL.PRIOR TO CONSTRUCTION OF THE FOOTINGS,THE AREA SHALL BE W" x x �� u d a w ICOMPACTED USING SUITABLE COMPACTION EQUIPMENT.A MINIMUM A 3 PASSES SHALL BE MADE. •- J I 28"BLOCK 9.Fill material such as concrete rubble,asphalt,boulders,pipes,etc.shall not be used as backfill 140URING BACKFILL OPERATIONS,THE CONTRACTOR SHALL BE CAREFUL NOT TO CREATE UNBALANCED 0 y �Q..Z material behind the wall. LOADING CONDITIONS ON THE WALL.BACKFILL SHOULD BE PLACED AND COMPACTED ON BOTH SIDES OF THE d�S 10.Soils used as backfill shall consist of clean dry soil.The material shall be granular and free of WALL SIMULTANEOUSLY, S 6(S, y ti Z / %"WASHED STONE BACKFILL TO organic or other deleterious material.In general the soil shall be non-plastic with a plasticity index 15.ALL FOOTINGS SHALL BE LOCATED A MINIMUM OF T-6"BELOW ANY ADJACENT FINISHED GRADE. EXTEND A MINIMUM 12"BEHIND WALL less than 5 and shall conform to the AASHTO Soil Classification System for an"A-1-a"SOII. 16ALL CONCRETE SUPPLIED TO THE PROJECT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH TC=4000 PSI"260.cation Min. However the maximum size shall be 6".In general all fill shall be approved b the Engineer prior AND SHALL CONTAIN A MINIMUM E AIR ENTRAINING ADMIXTURE IN ACCORDANCE WITH DS.TRE C TH 9 PP Y 9 P 17.STEEL REINFORCEMENT SHALL BE OF THE SIZES SPECIFIED AND SHALL HAVE A MIN.YIELD STRENGTH to it's use.Wet material or unsuitable material should not be used. fy=60,000 PSI NON-WOVEN GEOTEXTILE 11.Earth backfilling of walls shall be placed in one(1)foot lifts,prior to compaction and compacted to 183HE CONTRACTOR SHALL PROVIDE EXPANSION JOINTS @ 90'-0"O.C.(MAX.)IN THE WALL. \ FABRIC 95%standard proctor with a mechanical(tamper. I9TOOTINGS SHALL NOT BE CONSTRUCTED ON WET OR FROZEN GROUND.UNSUITABLE MATERIAL SHALL BE N 10.The Contractor shal I not use large or heavy constriction equipment within 5 It of the retaining EXCAVATED AND REPLACED WITH COMPACTED GRANULAR FILL OR 3/4"CRUSHED STONE. o o 4"PERFORATED HDPE walls or new foundation walls.Hand operated compacting equipment shall be used within 5 ft of V E Fly? rk DRAIN PIPE TO GRADE the wall face. E U 11.The Contractor shall be responsible for adequately bracing and protecting the wall work during v FOUNDATION SOIL CRUSHED STONE LEVELING construction against damage,collapse,distortions and misalignments in accordance with all M M M PAD(ASTM NO.2487) applicable codes,standards and good practices. N N N 12,The Contractor is responsible for maintaining safe cut and fill slopes in front of and behind the tl N wall throughout construction. °A 13.The Contractor shall be responsible for protecting all persons during construction from harm in REDI ROCK WALL PROFILE 14.accordance with all applicable codes,standards and good practices Z° r The Contractor shall be responsible for providing convenient access and proper facilities for the a inspection of all parts of the work 15.The Engineer shall have the right to order the removal of defected work and/or material and ei unapproved work and/or material.The cost of removal and replacement shall be borne by the Contractor. t III=1 AASHTO NO.57 STONE TO m 16.The Contractor shall be responsible for all damage to existing properties as a result of his work or __ EXTEND AT LEAST 12" a U F N workmanship.The Contractor shall restore to existing condition any property damaged as a result _III- BEHIND WALL o N of his work or workmanship at no additional cost to the owner. �O 17.Alternate wall designs must be sealed by a New York State Licensed Professional Engineer.The III-I O O minimum Factors of Safety for sliding and overturning shall be 2.0. III=III= NON-WOVEN GEOTEXTILE FABRIC(IF SPECIFIED) -III-II. PERFORATED DRAIN O O I I I GRAVITY FLOW TO OUTLET -_ = AROUND ENDS OF WALL AND EVERY 28"Top Unit* III SPECIFIED ON-CENTER OR AS h�-I CONVERT TO SOLID PIPE BEFORE AS 12"MIN. I I-III - -III 12"MIN. OUTLETING UNDER WALL RED(ROCK CORNER DETAIL 28"Middle Unit* SPECIFINFRONTOF IN BACK /1 BOTTOM BLOCK OF BLOCK fh�11 10"Dia. 40.0" AASHTO N0.57 CRUSHED STONE 4"High 23" LEVELING PAD 40.0" (TYP-) OPEN-GRADED CRUSHED STONE LEVELING PAD STEP FOOTING DETAILS 18" 2 I N °J�• UNIT FACE ` 28"SERIES SERIES BLOCKS 46y" 28" SLOPE CUT 1 �` //�� ,/ L, 1 r� o 46Ya" 28" a ° r d � � �Q -I CRUSHED STONE CORNER 28"Bottom Unit" -11 1 d LEVELING PAD L/ J IJ J L/ �y O 1 l ) l O O'+ I-°° r`\ MIDDLE BLOCK BOTTOM BLOCK /`\ See Table For Block Size&Type 4"x 6"x2"Oval Knobs �j p • - �_ J 111 � J 1 (�Z @ 23"O.C.(Typ.) �� 'BOTTOM FOOTING DEPTH,d O Q 0 13"Wide Groove Near End of Block 1 BOTTOM BLOCK BLOCK ~" Optional 6"Diameter Knob in 40.0 I /// ! I = 1s 1s/,s" BASE LEVELING PAD NOTES: J =11 1 11 f III III1 Lieu of Oval Knob This Location =1 III I_I-11 -III I I I 1. The leveling pad is to be constructed of crushed washed stone � III III 1 I_1 I I=1 I 1=1 Corner Blocks Textured O 18" or compacted aggregate. FOOTING DEPTH,d =-I'-1=1'-- - 2.The base foundation is to be approved by the site engineer prior = 18' on Three Faces O� CRUSHED STONE to placement of the Leveling pad. 1s" i=III III III III III-III III III III 111 III III III III III III- FOOTING 3.See"Typical Wall Section Detail"for leveling pad layer depth III-III III III III III j I I_1 I 1 1 I I )I I III 11 I 4.This Detail is used for reference only.Refer to Detail ST-1. �I i 1 i i i�i l i i i�T i i l�i i i i i i i �i l i(�-_111 j l i i i�i i i�l l i 46 Y8" 13"\ � 1-11 1 ON 1 OR FLATTER 22/s° d/2 OR 6"MINIMUM y /- FaceTextureVaries 46Y8" 28" STANDARD UNIT/BASE PAD ISOMETRIC VIEW DETAIL BOTTOM HALF BLOCK t 24 Ledgestone Cobblestone 28" PROFILE VIEW-CRUSHED STONE FOOTING ±23 Limestone (No Scale) N ST-2 REDIROCK BLOCK DETAILS NOT TO SCALE d' 1 m deg /=132. SO 'e - vC — �` " Ric,,/=/30.98 / Reti. n `G� BIO�X e°5t p °Oa rr %°/ ti1� y Lp �OGx ° J e �e� a Omin �B �t0 (13 /n/et � �\• v c rrsas hoop.. y/=rr¢os �\ r/O. r3 Partial SLi rL,rc y M cp prepared for Meltondaft Manag 4Eft,rtt S+I�rvircems, in the Village of Rye B ro o 1c Town of Rye Westchester County, N . Y_ S c c l e 1 "= 20' June 3, 2022 f�'etai/ping GYa//s braught to date une 7, 2�24 VertICOI Datum.• N.91i088 Subsurface structures and their encroachments, if any exist, are not shown hereon 2/nauf17o1-1zed a/aerations or additions to a survey mop is a violation of section 720 ,, sub-dimision 2, of the New York State Education Lacy Only copies of the original survey marked with the /and surveyors inked or embossed sea1 sha// be cansidered o true and va/id copy . Cerfifications indicated hereon signify that th/s survey was prepored /n accordance with the existing code of practioe for Land Surveys adopted by the New York State Association of Professional Land Surveyars Sold certifications sha// run to the person for whom the survey /s prepared only, and on his behalf to the Title Company, governmental agency and /ending institution listed hereon, and to the assignees of the /ending institution . CERT/F/CATIONS ARE NOT TRANSFERABLE TO AMIT/ONAL INSTITUTIONS OR SUBSEQUENT OM16-RS . " 2 Syr me 25) (N°`��✓ IrtC:�- C ENT EJUN 7 2_24� VILLAGE OF RYI.:. BROOK _ BUILDING DEPARTMENT 76 Mamaroneck Avenue 107&& Mains, !V. Y. 10601 Copyright �c� 2022-2024 !yard Carpenter Engineers, Inc. A// Rights Reserved. o':) -- 56251-577/0 1_UU �D'02_31 \dWg \�)t2�D1.dWg