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BP23-045
PERMIT # 6%ocmt) 3-- O 7 `5DATE: 7 a� k), SECTION 3 ```j , IXP BLOCK__ LOT TYPE OF WORK QlJ��ar•,ilu /:r,1�//��� /v;SIG, ni JOB LOCATION EST. COST% ✓CO # V/TCO # �TC 4�L %C o: Al4r/e )( .%a /d0/07 FEE S &F = LPb DATE FEE-4-3 757:,P6 DATE INSPECTION RECQRD Doi E / IN F FOOTING wN FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECT2IC LOW —VOLT O� ALARM (� AS BUILT O FINAL i A d M�`� Iac.k � OTHER APr,F Ceala�e- f ARB ' Boa-as�� ) yS/7- Id/yQ BOT PB ZBA OTHER -BU TlFINAL SURVEY r31RED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT /Q frow) 3-- 057/ IV /`�%�t�l3 _C`iSS /,S�G2 7� �✓� # �)orz; 141 L u016ev2 w!: �' U)OCE a �1�7 v M��1/—%O �S SLJP��inS C00%%�� �Setv�ceS - c c L� ►►ll'� �2� gag /s7�Q�Qu<.�r�%��v,leN.v� /- oz Fa.Hpouir oNGy . VILLAGE .OF RYE BROOK WESTCHESTER CouNTY, NEW YORK r NO: 24-147 �>. an i (fertif icate of ®ccupaucp This is to certify that ez F SoyalJC/ c�TY� of, Pue Byon /�; having duly filed an application on Novem �nr >q_ 20. :�?' 41 requesting a Certificate of Occupancy for the premises known as, LQ LJ m 1h / / Dy i.V e , Rye Brook, NY, located in a 1Z- l� Zoning District and shown on the most current Tax Map as Section: )Yj. 5 Block: —J—Lot: 1, 3 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building e Permit No.6 "C1`f� , issued 20 J3, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: / Construction: , for the following purposes: J;� /? J J h4h _ h1ork- � Pacyr Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the follow'ng:Q / � , t TLC are a 00yr)V0 Ot- 5� p 41612e s plEm L Y / Q FINISHED BASEMENT NOT APPROVED FOR USE AS A 16 r � SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in hei ht shall be made,no a buil ing be moved from one location to another until a permit to accomplish such change s bee a om a Bui i nspector. Building Inspector,Village of Rye Brook: Date: NOV 1 4 2024 RECEIVED OCT 14 2022 October 13, 2022 APPROVED 4-0 VILLAGE CLERK'S OFFICE RESOLUTION CONSIDERING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY IDENTIFIED AS LOT 3 ON THE PRELIMINARY SUBDIVISION PLAT PREPARED BY WARD CARPENTER ENGINEERS, INC. DATED MAY 26, 2022 VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,JMC, PLLC, on behalf of the Applicant Alex Zoldan (the "Applicant', submitted an application for approval of a Site Plan application and Steep Slopes Work Permit for the construction of a single-family residence on property identified as Lot 3 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code §§ 209-1.A(2)(a), 209-1.B(4) and Section 213-7.A; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist& Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision —Lot 3" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-203, "Erosion and Sediment Control Plan—Lot 3," h. Sheet C-303, "Layout Plan—Lot 3," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-403, "Grading and Utilities Plan—Lot 3," k. Sheet L-100, "Overall Landscaping Plan," 1. Sheet L-103, "Landscaping Plan—Lot 3," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," 1 October 13, 2022 APPROVED 4-0 o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." TA Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 8. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22; and WHEREAS, the site plan application 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, on October 13, 2022, the Planning Board granted Preliminary and Final Subdivision Plat approval to the Applicant for a three-lot subdivision on the property located at 2 Elm Hill Drive, designated as Section 135.51, Block 1, Lot 1 on the Town of Rye Tax Map for the construction of three, new single-family residences; and WHEREAS, a duly advertised public hearing was opened on the Site Plan and Steep Slopes Work Permit application for Lot 3 on September 8, 2022 and continued to October 13, 2022 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on October 13, 2022; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code § 213-6 concerning the disturbance of steep slopes for the construction of the single-family home; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding site distance and construction staging; and WHEREAS,the Planning Board is fully familiar with the application and the property. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit to construct a single-family residence on property identified as Lot 3 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District, subject to the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. At a minimum the Construction Management Plan shall show where the equipment will be stored, worker parking and how deliveries will be handled. 2. Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2 October 13, 2022 APPROVED 4-0 3. Percolation tests shall be repeated and witnessed by the Village prior to issuance of a Building Permit. 4. Notes such as "to isolator row" and "to infiltration system" be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility. 5. The identification of the drainage structure receiving the pool water shall be confirmed. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Ms. Schoen, seconded by Mr. Rettner, Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Excused CHAIRMAN GOODMAN Voting Aye 3 tt--�yE DR ``4` J oJV Vu VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0668 Christopher J.Bradbury www.iyebrooknv.gov TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE November 14,2024 Sammy Martinez&Soribel Holguin 6 Elm Hill Drive Rye Brook,New York 10573 Re: 6 Elm Hill Drive,Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.3 Mechanical Permit#23-055 issued on 4/26/2023 for Fire Suppression Sprinkler System This certifies that the residential fire suppression sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, / 9 - Steven E. Fews Building&Fire Inspector /to L �C�w4 vu�i BR VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.iyebrooka.gov TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE November 14,2024 Sammy Martinez&Soribel Holguin 6 Elm Hill Drive Rye Brook,New York 10573 Re: 6 Elm Hill Drive,Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.3 This document certifies that the work done under Mechanical Permit#23-170 issued on 12/l/2023 for the installation of four above-ground LP tanks have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to c 1 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury www.ryebrookny.gov TRUSTEES BUILDING & FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 14,2024 Sammy Martinez&Soribel Holguin 6 Elm Hill Drive Rye Brook,New York 10573 Re: 6 Elm Hill Drive,Rye Brook,New York 10573 Parcel ID#: 135.51-1-1.3 This document certifies that the work done under Mechanical Permit #24-105 issued on 8/8/2024 for the installation of three new condensers and three new air handlers have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to o``' VILLAGI OF' R BROOK WESTCHESTi', NEW YORK NO: 24-139 Eemporary (certificate of Occupancy S Ellis is to certify that z I l�1 of, ��C �y QV)(1 / y y having duly filed an application on J, ,�20 C_-2T requesting a Temporary Certificate of Occupancy for the premises known as, W E) LrJ / h Rye Brook, NY, located in a " Zoning District and shown on the most current Tax Map as Section: 1 >5- 51 Block: Lot: . and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. 2 'U , issued L4 20-21 such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: �' �P' onstruction: for the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following:. anal O ) Y1.0 /y_0 vem Der 3 D Ua This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building, or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height b e, nor shall the building be moved from one location to another until a permit to accomph c nge as be911 tained from the Building Inspector. OCT 3 0 2024 Building Inspector, Village of Rye Brook: Date: VILLAGE OF R;YE BROOK WESTCHESTI! Co p*Y, NEW YORK No: 24-1 1 9 Certificate of (9ccupaucp This is to certify that C;P? Eim M / / L L, 2 of, 9 i3ynf)�, / )y having duly filed an application on L1C /� 20Q94 requesting a Temporary Certificate of Occupancy for the premises known as, MdjJ�� �AY� , Rye Brook, NY, located in a Zoning District and shown on the most current Tax Map as Section: 135• S 1 Block: I Lot: ) . 3 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. o —C415, issued CO 20_&23, such authority and permission is hereby granted to the property owner to lawfully occupy or use said remises or building or part thereof listed under the following New York State Classifications, Use: ice - Construction: for the following purposes: - Nak) i l� / 3/ Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: , 1 C� 01 Ye This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building, or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height skall be made, nor shall the building he moved from one location to another until a permit to accompliMchan s be btained from the Building Inspector. SEP 2 0 2024 Building Inspector, Village of Rye Brook: I A Date: VILLAGE OF RE BROOK WESTCHESTER CUD Y, NEW YORK No : 24— 104 Certificate of Occup ucp This is to certify that c C Rm / / / / / /� v e I of, R&IVI` Nyhaving duly filed an application on u 13 20 requesting a Temporary Certificate of Occupancy for the premises known as, U j/h/l-9))YL ' Rye Brook, NY, located in a R �a Zoning District and shown on the most current Tax Map as Section: • 67 Block: / Lot: and having fully complied with wwith the requirements of the Building Code and the Zoning Ordinance under Building Permit No. -QLI issued 20-,23such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: — /o' Construction: for the following purposes: v e • J a�� Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the followin This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building, or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by WW easing in height sha made, nor shall the building he moved from one location to another until a permit to accompli s ch cha ha een i the Building Inspector. Building Inspector,Village of Rye Brook: Date: AUG 2 1 2024 rYEBROOK,�NEW For office use onl RF BUILKTMENT PERMIT# �3— J NOV 14 M4 VILBROOK ISSUED: �W 938 KING STRE YORK 10573 DATE: —/ —3VILLAGE Or P E 3F;00K FEE: A 6 5 O-- PAID,A BUIL_P)IN" r- "f PTA."Y=; 1 www.ryebrookn%-.t!o% APPLICATION FOR CERTIFICATE OF OCCUPANCY9 CERTIFICATE OF COMPLIANCES AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION 4#f#tfffi►iff4ifiiiiii}}####ittrt#f itiitkiif ti####tii#rtttfiiitii#tiitii##ii###rtrtrtrtrtk#itiiiiiiii}}#titttirtnt tlti##ffikitiittk##rt Address: 0 M )A o ✓ )L N0Ac Occupancy/Use: Parcel ID#: 3 S S Zone: Owner: Address: 6 `e m hill 6 t �Zj�ook T 1 P.E./R.A. or Contractor: 70,4,9,S*42x-I /-0�-rrAylAddress: Person in responsible charge:Ale X z0/0/0/) Address: 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 YORI K,COUNTY OF WESTCHESTER as: // I so, *�""' being duly sworn,deposes and says that he/she resides at (9 M t l (Print N e of A hcant)II'' (No.and Street) in Y_ 00 F— in the County of Vy Q 3 �1R 1 in the State of— that ( ityfFown/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 of any materials and labor which may have been donated gratis was:$ /, � /3, O 0 Q ,�0 O //�, // / for the construction or alteration of ,*Ve d 0�-e F�/f �l c�2/�i rJ GtJ�7'`j / r 115 A�c� QJP�2 n_' 10 7%/ eDQC/( C2 C,/C2/ ren4c.Q Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and 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 far 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 an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Swom to before me this �"1 Swom to before me this day of �Q c , 20 a'A day of , 20 i Signature er Signature of Applicant 'I ��1r`ti G✓ '12�L. t Name of operty Owner Print Name of Applicant l '� t��- I� ,n , Notary Public Notary Public SHARI MELILLO Notary Public,State of New York 6/l/2024 No.01M1::6160063 Qualified in Westchester County_, Commission Expires January 29,20_ BUIn939-0 ENT For office use-only: PERMIT EOC 25 2024 VILK ISSUED: —a�-a3 38 KING STREYEYORK 10573 DATE: /p— —a FEE: 8 � PAIDID VILLAGE OF RYE BROOK - BUILDING DEPARTMENT APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure until a certificate of occupancy shall have been issued by the Building Inspector.§250-10.A.Code of the Village of Rye Brook Address: >�� Y`�I 1 Occupancy/Use: /�C fq P rcel ID#: 3 5/ —/-/13 Zone: -/ �- Owner: SCIM) G 1 ✓l 1° - Address: �� � 0,\1 N),-. Contractor: Address: Person in responsible charge: �cl M AA\A 0_U �'IUL t Address: Reason for temporary use: .4 Q C� Estimated date of completion: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: n ILL'i being duly sworn,deposes and says that he/she resides at (0 (Print Narj fApplicant) (No.andStreet) in U p 1�j�ur�\C , in the County of IticS�-ch�c J�� in the State of /V ,that (City own/Village) he/she has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: Al/QC<J / F4,21/L Y( , W E 1114 2 Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before me this Sworn to before me this day of , 201q day of , 20 Kiin Ker Signature of Applicant Print ame of Property O er Print Name of Applicant Nyary_Puov Notary Public GREGORY M.RNERA Notary Public,State of New York No.OIR16441398 Qualified In Westchester County Commission Expires September 26, 6/l/2024 REcE �YE For office use only: BUILD TMENT PERMIT# P43-o4/S SEP 19 2024 VIL OF RYE�ROOK ISSUED: 938 KING STRE YE BROOK,NEW YORK 10573 DATE: 9_a VILLAGE OF RYE BROOK 4)939-06 FEE: 4 PAID 0 BUILDING DEPARTMENT o ov APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure until a certificate of occupancy shall have been issued by t e Building Inspector.§2so-1o.A.Code of the Village of Rye Brook Address: 1.9�1 X/M/12911 +1/ J Occupancy// 5 Use: Parcel ID#: 3� i 7 3 Zone: JOwner: / Address: Contractor: 2 Address: Person in responsible charge: // /� �`,/,dress: Reason for temporary use: % �`e�h �' �✓` Estimated date of completion: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: ri tf, X,2__Mc44-7 being duly sworn,deposes and says that he/she resides at ZC) (Pri t m of pplicant) ,►� 7,,�/Jl�� �� (No.and Street) in r , in the County of `"�/ in the State of that (City/Town/Village) he/she has 4suervised thhe wor perfo ed to daatte/at the 1 cation indicated above, for the construction, alteration or repair Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before a this I Sworn to before me this day of , 20�) day of 920 i ture of Pr erty O er r Signature of Applicant Pri t Na of Property Owner Print Name of Applicant 0 ti �%11L� Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified in Westchester County commission Expires January 29,20_, 6/I/2024 D ECMWr For office use only: BUILDING DEPARTMENT PERMIT# 3-0i�� AUG 13 2024 VILLAGE OF RYE BROOK ISSUED: —ol(o—� 938 KING STREET,RYE BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE BROOK (914)939-0668 FEE: PAIDS BUILDING DFPAP T MENT� www.ryebrookny.gov APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY It shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created, erected, changed, converted or enlarged, wholly or partly, in its use or structure until a certificate of occu ncy shall have been issued by the Building Inspector.§250-10.A.code or the village of Rye Brook Address: �Q /44 Occupancy/Use BS°Cd P 1�`Parcel ID#: '���S� — —�� Zone: Owner: �� L Address:7SA,0 Contractor: 2 44 ' ''//, f,"ei Address: S4G Person in responsible charge: r' �'-� d 4'�� Address: Reason for temporary use: V Q Estimated date of completion: �/�'� d L114 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned in accordance with law: ST E OF NEW YORK,COUNTY OF WESTCHESTER as: being duly sworn,deposes and sa s that he/she resides,t nn`�N e of Applicant) (No.and Street) in ,/ in the County of in the State of ,that ity/Town/Village) he/she has su rvised e work fo ed to date at the location indicated above, for the construction, alteration or repair Deponent further states that he/she understands that a Certificate of Occupancy must be applied for and obtained upon completion of the above captioned project in accordance with law, and that a Temporary Certificate of Occupancy shall only be valid for a period not to exceed thirty(30)days. Sworn to before me this Sworn to before me this day o l.tis� , 20 `� day of , 20 ign ure of 11rop4ty Owner y Signature of Applicant ame of Propert Ow Print Name of Applicant ublic SHARI MELT L Notary Public Notary Public,State of New York No.01ME6160063 Qualified in Westchester County-? Commission Expires January 29,20 7 6/l/2024 REcE �wE E }I'` For office use only: BUILD PARTMENT PERMIT# &A)3-0�S AUG - 5 2Q24 VIL OF RYE BROOK ISSUED: —c74a-a3 938 KING STRE YE BROOK,NEW YORK 10573 DATE: VILLAGE OF RYE BROOK 9 -0668 FEE: Q^- PAID,I� BUILDING DEPARTMENT i v� .>< ooku ov APPLICATION FOR CERTIFICATE OF OCCUPANCY9 CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: Occupancy/Use: Parcel ID Zone: .Ie—/lc-� Owner: Address: P.E./R.A.or Contractor: S mil/P� Address: Person in responsible charge: 2-a l/ 4 10 Address: ZdC) �� S 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: ST E F NEW YORK,COUNTY OF WESTCHESTER as: flcv' _ being duly sworn,deposes and says that he/she resides at �� ► in 71(Print a e�pp�nt) �/ / ' e ) (No.and Street) l/Jr� ,in the County of �6-"/ in the State of�,that (City/Town/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 a u' ment,professional fees,and including the monetary value of any materials and labor which may r have been donated gratis was:$ for the construction or alteration of: �- Y-7 A-'/a --o C Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and 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 far 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 an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this \ Sworn to before me this day of , 20 day of , 20 Si ur of Ir caner J Signature of Applicant Prin Name of Property Owner - Print Name of Applicant 'Notary P-)KV Notary Public GREGORY M.RIVERA Notary Public,State of New York i No.MR16"139E Qualified in Westchester County commtaslon Expires Septsmbe►26, �C BR lea . o`� � 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 : DATE: � ' ✓� �" PERMIT# - f �._ ISSUED: SECT: BLOCK: LOT:I LOCATION: \OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 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 �E BRC�v� 1982 BUILDING DEPARTMENT BUILDING INSPECTOR A❑ SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 w%w.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : \� o , �� ' ( `� DATE: ! PERMIT# ` 04 ISSUED: SECT: I BLOCK:LOT:, LOCATION: -oC ��= �_ r OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 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- I`l/ ,1 21n k) �'1_ `` �oc C (� �yE BRC�k. 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 : L f ` ( ` o � DATE:/� � ATE• PERMIT# �'' - v'45 ISSUED: L*� ECI: BLOCK: LOT: LOCATION: 0 )J-1 _) C_.xb 0 OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION /// REQUIRED ❑ 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 t M CA 1 0 2 � �pc QyE BRC�k, cu � Q�i� T�O� • 1982 BUILDING DEPARTMENT �'�UILDING INSPECTOR 4i 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 : DATE: C I \ PERMIT# '� ' ,' / ISSUED: SECT: 'BLOCK: LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED �'. FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING \ }� ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER / � mPc�HN c ►�co a �r l ke A, I `13A SF m F- !J A )L 3 C(,,�Se-1 /11 FC� -�h cc � C b A QyE BR(��, O�` tim Q�i� ��O•c 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 : t , \ -� , V�DATE: PERMIT# ISSUED:--9-L2411;6T:--L3-i��/BLOCK: LOT: LOCATION: P ° C� t OCCUPANCY: l ❑ Violation Noted THE WORK IS... ❑ PASSED �I FAILED REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING / ❑ INSULATION ❑ Natural Gas `. �'�F 2 6 ^� -\ 1 1 �("1�U` - ❑ �y FUEL TANK `' ❑ Cl FIRE SPRINKLER ❑ FINAL PLUMBING ' ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER; LA act06 V7� Vag L V� CA ��� �'�e 2 ✓e� � ,��e N ��'�' s C>05�" RAJ 1 - to /1J c t3 -A/2 1a,q.0 c� �ii �yE BRC�j�_ O� Zm BUILDING DEPARTMENT r /� ❑BUILDING INSPECTOR G ❑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 : C� , \ `�` DATE: PERMIT# J j ;/ , ISSUED: �/ t VECT: B� BLOCK: I LOT: LOCATION: OCCUPANCY: THE WORK IS... ❑ PASSED , ❑ Violation Noted � FAILED / REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas Z Z N 0 N E o 1lF Z O /V E ✓.4C v 2Fc� ❑ L.P. Gas P.N' V 4 • �. ❑ FUEL TANK s ❑ � �F_/FIRE SPRINKLER ? 3 OJT 4- X /� c/S T T v2 l�✓/a l-,l � ❑ FINAL PLUMBING ❑ CROSS CONNECTION ✓G_ J Z rn �. SP2Fio c� ¢ N��' f� ,Sc�z�e N !.ti5 /� ❑ ;FINAL 4'1 "u) �,,t \ V 1�� F�- � T� �� �"(-\PC [� OTHER Dv \ - �Q �yE BRC�� O�` tim 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 0`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 : ) DATE: i y PERMIT# Oy. A!;' ISSUED: -2 '4�SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 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 ` `�/n ❑ CROSS CONNECTION K r/� ❑ FINAL erv/ cc U ✓) 0(.4 Se ❑ OTHER 7 1 ' C� ALL GJv k WA /)Clc V BR k Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 198'2,-� (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: Date: G fir) Name: �i/ Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepte Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: 1z Diagram: Signature � � i �wyE BR(�k. • �9a2 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 : L� L G. rv1 / ' L C i DATE: PERMIT# ISSUED: SECT: �js S BLOCK: LOT:. LOCATION: F(zo,' ) 4 f Neti, 4 OCCUPANCY: ❑ Violation Noted THE WORK IS... Er-PASSED ❑ FAILED /REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING t ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION❑ Natural Gas A�S L/N �2.?�,�l l c P %-�4 r2 v,,,, 0'' Gas l� FUEL T�N k I,, Poo L 14 t'G tC/L . ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, O� Zm . 1982 BUILDING DEPARTMENT ❑j3UILDING INSPECTOR 0 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 : C L /V/ I�/LG 2/✓r . DATE: - Ze- Z '/ PERMIT# Z ? I L3 ISSUED: 1 Z'I- z3 SECT: BLOCK: LOT: i -3 LOCATION: Ou I S! c 12 F t S l de D} 10 K S c OCCUPANCY: 1/y ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION _ ❑ Natural Gas [- JZ o M ► o. k S �y L.P. Gas 1�.4 S SP c/ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER } cv0 _Ali O ►�O 5� O BR k Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 1982. (914)939-0753 FAx(914)939-0242 INSPECTION REPORT Address: G �Y/ E Date: Name: - 4G /� Location: Permit#: Phone: Email: Work being Inspected: Work Inspected is: Accepted Rejected Re-Inspection Required Violation Noted Code Section Code Section: Action Taken Code Section: Action Taken 118 Erosion Sediment Pass Fail Violation 210 Storm Water Pass Fail Violation 135 Refuse Pass Fail Violation 215 Street Sidewalk Pass Fail Violation 213 Steep Slopes Pass Fail Violation 235 Trees Pass Fail Violation 216 Illicit Discharge Pass Fail Violation 245 Wetlands Pass Fail Violation Other: Pass Fail Violation Notes: Diagram: f Signature �E 4RC�k, • �9a2 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 : \ DATE: PERMIT# � �J a ISSUED: ��� ��$CT: BLOCK: LOT: LOCATION: ) ` � ".!\ OCCUPANCY: ❑ violation Noted THE WORK IS... PASSED( ❑ FAILED REINSPECTION ❑ SITE INSPECTION 16) REQUIRED ❑ FOOTING , (14 ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING OUGH FRAMING INSULATION f- ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRCuk, • ,9a� BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ' ❑CODE ENFORCEMENT OFFICER 938 King Street• Rye Brook,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : � ` v� DATE: c$A� PERMIT# "' ISSUED: 2c SECT: BLOCK: LOT: LOCATION: c� V` ` � ANCY: ❑ Violation Noted THE WORK IS... PASSE ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING , ❑ OUGH FRAMING NSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRCuk. cu � l7 1982•'��O 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 wwwryebrook.org - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �J \ ` ' �i J y DATE: ` k•�� >��i J. PERMIT# �� ` ISSUED: SECT: BLOCK: LOT: LOCATION: � "'�� ti�` OCCUPANCY: ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ 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 �yE BR(�k. BUILDING DEPARTMENT ,l]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 : lC6� ,1 DATE: �` 1 PERMIT# L' ( ISSUED: SECT: BLOCK: LOT: LOCATION: �`\� � �\� l` OCCUPANCY: 2 0 ❑ Violation Noted THE WORK IS... ❑ PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: O-ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas -'�>W&d) ❑ L.P. Gas Q FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(��. BUILDING DEPARTMENT UILDING INSPECTOR d� ❑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 : \ ` U 1 ! ` (Ik � `+(� DATE: PERMIT# L'-'T�'-) ISSUED: JECT: BLOCK: LOT: LOCATION: v�V�- t"-� Ll \ OCCUPANCY: 00v— ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ :SITE INSPECTION REQUIRED ,0 FOOTING �[ n ❑ 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 QyE BRC��. �m • �9�2 BUILDING DEPARTMENT Y(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 J www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - - - - - - ADDRESS : C `� � ' )q 1 V DATE: PERMIT# '� ISSUED: SECT: t BLOCK: t LOT: LOCATION: ` �= �Z�—�'�1 OCCUPANCY: j ❑ Violation Noted THE WORK IS... ❑, PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING FOOTING DRAINAGE FOUNDATION ❑ UNDERGROUND PLUMBING NO NOTES ON INSPECTION• ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �QyE[3RC��• - O 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 : DATE: PERMIT# 7 = ISSUED: �!' -1-0,�=SECT: �LOCK: LOT: LOCATION: `�''v 1 1 OCCUPANCY: ❑ Violation Noted THE WORK IS... .�JPASSED ❑ FAILED REINSPECTION ❑ "SITE INSPECTION j � (� REQUIRED ❑ FOOTINGICY FOOTING DRAINAGE �> [I FOUNDATION ) � " - ❑ ITNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ )ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER rO �m w � 19V � BUILDING DEPARTMENT ❑BUR DING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - `INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - D C� ADDRESS: ATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: i \ ` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION O SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION `S ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING -^� `Y,0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER � • � ��J Y.I.� ?v .,#yam •��\ •, iy-�:,��• tiv - '• ,'L,�'pr ` � C...���; i '._.�{�°-'r''• �—y V;l�S'• ,u.• jai �f•E r. •, r r . � �•� •+ f� `7��\ �ef: i1i.s. ��� r�.� 'i.��'`�~�• _ � "w'N t ��1 s per'•'''•'"�l •I T�• ����: �b\4y.�• }�(• , J ;�'.\�tnt Y.9� • �� fir'^( A ..���x�. •��t� ( tf ��:w [y �•� 1, tt"o iVt„y w � • 1 �. ,� �ryy . • 1^ �.' . ,icy ++ I , 1•OL ' y � II 1 \ 1 N a � bJ -5 ""yam 4 r` V S?. A A fit' �: •�,� ■ i � w = O N N N W ~ lu o E. t to F, oC. V 00 = x � Z ::a w Q: d � �•-o T a3 W a 0-4 N w � oE = c'an 'Ono w, 0o ' ► 00 2 9 Lin� q � c `' � � tlu � 0. 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V Ln o °Lfi b a y en cn o00 14 of cr y ' L � O '� V � � � � Q " �„-d a C ►� C a. a ^^ U p Z � n a 0H ,4 CC: u . do ° o • Ln p A 00 N Cy n_ 4roe 1� (A p P. /� ar u v O n 4-4 O � a w © = M Q h u u r~ p = "? a o a y s Cn v v a o C14 a cd 11 Q O ^ y� a F N O a a u � a ab z I�l1 r Y-� 4 pG U o y IO Z w w F- 1�1 W M~� W z o O a a U a Q IL W W O Q --i O 0 U 0 14 w . +v 0�.� H Q '" p LL, U, >0 �u 3 W z w w � .�cn o H 5 Cl Z_ z_ d a< N A a Z P4 o Q V BUILDIN- (FITMENT V VILLAGE OF RYE BROOK SUN _ 2022 938 KING STREET RYE BR©OKI NY 10573 -�914)939-0668 VILLAGE -- RYE BROOK wi y.tvebroek.ora ,�1 1 BUILDING DEPARTMENT ****************w*w****************************************************************w****************** FOR OFFICE USE ONLY: FEB2 4 101 P - _ J Application# 5 —! -7 Approval Date: pp Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: ,3 Case# Secretary: ZBA Approval Date: Case# : Other: Application Fee: S- Permit Fees:*Q0,3&2 Ut ******wwww*w**www*wwwwww*w***ww*w******************************{************w*******************w********** EXTERIOR BUILDING PERMIT APPLICATION Application dated: 0 7 � is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildin s,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 7obAddress: Z 1 U^ Ail u- w 2. Parcel lD#: 139.S)- I- I Zone: CZ-I Z 3. Proposed Improvement(Describe in detail): 3 � '_Z)JUI511JAI A rJ' -nAf- [yNSTr-yG1Q"V F 3- Two S�o r t-toME s G'� 64,H � 81 4. Property Owner:_ .0' - ` r Address:_ CLd� �7'►1�� ,J � 1✓��/' / tJ��li�l Phone# �� _t� + , �3 Cell# "^ e-mail List All Other Properties Owned in Rye Brook: ON t-` -N1S M--o pF2T'! Applicant: A'L X Io1r+)A^,* Address: �} 5r LIAR Q(Z1JF-t lAN'w✓1tu'"F„ Pak lG-s3Z Phone#- `� -Z �- 57�2� Cell# e-mail QIC-x' ,j4'1 Architect: /x- .Ai-i1F Li unAl. sl(,� . Ire'( -T2£t1u k ,P4MAA Aiv Address: Z-y5 SAw Mtl.L J?wFA J,v/try � ()u:r IG(��I�f`,�.rilib�n�E . N� 1+✓S3Z. Phone GG12 Cell# e-mail Q e- �cj,\Ls I Engineer- Address:. 11& Y -,A-'N1 A J r Ao/')� Phone# 4 A-112 Cell# e-mail f bo�tOJ�PI [�,�^^tT•�O General Contractor: '-!j4 )Z5;1c Address: Phone# '7/ tt r r - 1� f lit�J r a�C) / - "V7 7- / ell# e-mail 8/12/2021 VTR''✓ 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: `-�M 6. Area of lot: Square feet: Z309() Acres: 0• _Szy 7. Dimensions from proposed building or structure to lot lines: front yard: 3c rear yard: qZ right side yard: ir, 1 left side yard: t i157 other: 8. If building is located on a comer lot,which street does it front on: 9. Area of proposed building in square feet: Basement: 1 a1 fl: 2-d fl: l7 3m fl: 10. Total Square Footage of the proposed new construction: LA iy b 11. For additions,total square footage added:Basement: 11,fl: 2°d fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: Ju 13. N.Y. State Construction Classification: 'y FF N.Y. State Use Classification: 14, Number of stories: Z Overall Hei 47,�. L Median Height: 15. Basement to be full,or partial: finished or unfinished: v J A 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic Pre suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or m9re of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: 1/ No: Area: Z3052. 22. Will the p posed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: VV No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) ` 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: V (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (f yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) / 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: y No: (ifyes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No. V/ Indicate: TIER I: TIER H: TIER III: (tf yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 1 ZIA� 29. What is the total estimated cost of construction: $ Note:The at cost shall include all site improvements, labor,material,scaffolding,feed equipment, rofessional fees, including any materia d labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee '!be required prior to issu o the CIO. 30. Estimated date of completion: C Pfl w� S;�n�n rft Zv7�3 (2) 8/12/2021 ED E C E"� BUILDING DEPARTMENT DEC 3 0 2021 VILLAGE OF RYE BROOK 938 KING STREET RYF BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT RESIDEN TIAL LOT AREA COVERAGE Address: e— Section: Block: I Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-08� YOUR ZONE AREA 1N MAIN ACCESS. DECK ZONE DISTRICT SO. FEET BLDG. BLDG. MAX. CHECK MAX- R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% % 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: g 1. AREA OF LOT A�gSq• Ft. 7—!2080 Sq. Ft, 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. Sq. Ft. b. Area of 111 Floor Divided By Area of Lot x 100 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. F#. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK Sq. Ft. 0 Sq. Ft. a. Coverage of Deck ✓o o • Z Area of Deck Divided By Area of Lot x 100 I attest to.xhe best of my knowledge and belief.. the above information is correct_ h tect's Signature (3) 911212021 T EU�E BUILDING DEPARTMENT yoo�`"D 3 0 2021 VMLAGE OF RYE BROOK ` 938 KrNG STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT ERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: WA 1' y Section•k� ? '51 Bloch: ( Lot: ( Zone: Fes- k-- IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts,swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX- PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.R.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 Rr15A 35 16,001 to 20,000 5,560 25 -12 40 10 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R2-F 30 *"Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: 1-7.70W sq.ft. Existing_ Allowed Proposed Total impervious covers e = S .ft. S .ft. S .ft. Front impervious coverage = % % & I attest to the best of my knowledge and belief,the above information is correct. IrtsiAtect's Signature (4) 8112f2021 BUILDING DEPARTMENT p0�05� DEC 3 Q 2021 VILLAGE OF RYE BROOK T� 938 KING STREET RYE BROOK,NY 10573 FVIL OK (9I4)939-0668 BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address. 1�. ELM Rit. OK Section: Block: I Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + I (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 4,WV p l Sq. Feet b. Existing = Sq. Feet c. Proposed = "' t 4 o Sq. Feet HEIGHTISETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend. Height and Setback shall be calculated using the formula, Height/Setback =X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vlll of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX7S77A/G AROPtl9SED /PEOMMED FRONT: FRONT: FRONT: .44 RL3S SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 "S SIDE: SIDE: SIDE: 1.30 FRONT: _ FRONT: FRONT: .60 AL20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 IIIR-15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLIS 9 SIDE. SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 ALIZ SIDE: SIDE: '. SIDE: 1.60 FRONT: FRONT: FRONT: .80 IR10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 /@t-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 l4 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 /F-ZF SIDE: SIDE: SIDE: 4.00 I attest to the best wledge,and belief, the above information is correct. A hitect's Signature t5 8/12/2021 F_ D $UILDJ _PARTMENT 7 2022 VILL "' "� of R - BOOK VILLAGE OF R'i' E3Rt70K 938 KING�u*1 ET RYE BRa ,NY 10573 16 �_3 BIJIL!�iNG DCPARi1�ENT _, 014)939-0668 .: AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: (� j a f, , residing at, cl ITI I � ► Rue timJ6i f� / T (P4nt name) (Address where you live) being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; AP 41 P brp� , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. - A&&�K�M& (Si a of Pro Owne s)) r gk 1 --ewpv�-Nllrdo (Print Name of Prop Owner(s)) Sworn to before me this day of ay4— , 20 `ZZ (Notary Pubfic)15 KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK No. O1 RO6134291 (6) Quamled I., Putnam County My Commission Expires September 26, Q'sa& 8/12/2021 This form must be properly completed & notarized by the Design Professional of record and the Pro a Owner. Failure to rovide this completed P out' [� D' permit atYPP lication will delay pthe permitting proces . L- %// ************************* ********** JUN - 7 2022 Notice of Utilization of Truss Type, Pre-Engineered Vyo� LAGS OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 126 R L.DING DEPARTMENT To:The Building Inspector of the Village of Rye Brook. From: D a4y 1 A16 Subject Property: G —In All Oa I R SBL:)`3�1 I ` I^ Zone: R Please take notice that the subject; ❑ One or Two Family; ❑Commercial, (New Structure ❑Addition to an Existing Structure ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; )(Truss Type Construction(TT) ❑Pre-Engineered Wood Construction(PW) ❑Timber Construction(TC) in the following location(s); ❑Floor Framing,including Girders&Beams(F) ❑Roof Framing(R) VTIoor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this W Sworn to before me this 19 gdaydl20 f V ,20Z�e er i of esi Profcsssi�pao rty er ame of De i Professional Notary Public I Notary Publfc KIMBERLY ROh1ANINO NOTARY PUBLIC-STATE OF NEW YORK KIMBERLY ROR'IANINO No. OIR06134291 NOTARY PUBLIC-STATE OF NEW YORK Auahiled I:, Putnam County No. O1 RO61 34291 My Commission Expires September 26. 9uahried i., Putnam County (7) My Commisslon Expires September 26. 5 This application must be properly completed in its entirety by a 'N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STAT OF NEW YORK,COUNTY OF WESTCHESTER ) as: X Ziddli n ,being duly sworn, deposes and states that he/she is the applicant above named, (print rAme ofindividual signing as the applicant) and further states t a (s)he is t legal owner of the property to which this application pertains, or that (s)he is the 11 for the legal owner and is duly authorized to make and file this applic on. '(indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed, or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this ('P"'L Sworn to before me this '* day of � - , 20_2a— day of ;U , 20 ak Si a e of Pro erty Owrtr 'nature of A rc all / 2J4- diaIy Print N me of Propety Owner Print Name of Applicant 0 Notary Pub is Notary Public KIMBERLY ROMANINJ KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YOk4 NOTARY PUBLIC-STATE OF NEW YORK No. O1 R061 34291 No. O1 R061 34291 9uwitied i., Putnam County 9uaaded L. Putnam County My Commission Expires September 26, ���� My Commission Expires September 26. a6a1� (8) 8/12/2021 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where Indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety andfor not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. 4itit*irata'Yrt**A•****A*IT'***t'kN1rt'kR"kklYxFtE'tt'#x�F#*i1nY1ti11f�k*t**tkir##�r3ifir4lt#t#ki'kkh'+'rii:Fi#t4+t#3aP#wtYmL�r;,V,4>V,k�,t,t,F##►trtsaatr r OF %k, 4'f7R t'Ei5 t f"1[E57'i✓K t 15 ' OL ` ,bcinR duly sworn,dcpu!j s and states tlwt he/site is the applit:atil abuve named. (p r.. +.�mrofirvli.tdual. it�pas;hcsslr,+4iettnt and fi,trihcr states tlt whe is the lcgai owner of the property to which this ;Application pertains, or that whe ig ih� — for the 1gal owner and is duly authorized to make anti bloc this Appiicutton, l +.t l: C.i That all ;tatcments contained herein sue true to dic best of his hear knowledge and belief,and that any work perlstrrncci,or use conducted at the above captioned property will be in conformance with th, dotaili; as set forth and conrainW in this- application and in arty accornroanying approved plans and specifications,as well us in accordance with the New York:halt; t nilbrm Firy Fmve;ntion& Building Cool,:, the C odt'of the Village of Rye Brook atld all other applicable laws,ordinertecx cfnd regulakions. By signin- this appUcution, the; property owner furtht r dec arcs that he/she has irlspvcicd the subject properly, and that to the best or his/her knowl0gr there arc no roof drains,stunp pumps or other prohibited stormwaler or groundwater connections or sources or it�filtratlon into the sanitary sewer system on or from the suhiect property. Sweatt tt)hcti►re me this � Sworn to Wore nu;this LA i ley,.f v_]`L ;, 'toj(,1 ilav ni" �.. , ry -- Z/ 5ir.na ofProrurta' yr r Si}rt ruat'Appilcatt Profit amr0i'Pr0PCrt}'ftwll%:r Print Nwiu ol',Applieant F Noltiry Public tiLrl�tl� P;tbiic TRICIA SEWELL No',Af y Public -State of New+Yark No.OiSE6164490 Qualified in Kings CewIly My(=u !"irssian Expires Apr 2.i. 2073 TKiC`ASLwELL vurx t ub 5tate No;arY t 015E61 '% NO' err 2023 litied"xp' Air 7? Qua rr', l MY�°`'`Fnisvon E K'1.'3t7^i "r BUILDIN� E 'Al2TMENT DEGOVE VILLAGE OF RYE BROOK 2 938 KING S.ET Ryt BROOK,NY 10573 -a VIL BROOK6BUTMENT************************************************************************************** FOR OFFICE USE ONLY: pl �Y �� 5 Approval Date: F E B 2 4 101 p Application# 7 q Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: J? Case# Secretary: ZBA Approval Date: Case# Other: Application Fee: 5- Permit Fees.94 QQ,3�O 7 EXTERIOR BUILDING PERMIT APPLICATION 0 Application dated: /-7 2 ais hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildin s,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: Z4 %A)L" - -\��I \?'�� &20C' : 2. Parcel ID#: Zone: (Z-IZ 3. Proposed Improvement(Describe in detail): 3 S.G�1�1�0� A�);�1� (�niST�yc i 10•'� ttO n�S G.'v F;4G IA L I-r- 4. Property Owner:_ ._Q_ 811 � ' 1' h' ! f C.L C Address: �btrl _144) ItJY2�� ` y Vrbz)) Phone# � ") Cell# e-mail List All Other Properties Owned in Rye Brook: aN LK 7 i1 PR,l>FF/L-T`! Applicant: Ail--X _LoU>A-� Address: Y Q(i'�J IE la At�✓1Gt2!l�F�, (G 2 Phone# Cell# — e-mail &aQ1j4n Architect: F r-A/?-AAAAd 1n1P-Q1LY AL bF,SI(,v . IFC —TUUQr- CPC/ AAAN Address: ) �->Aw MIL L. PWFA P(_0 4-tl) U.u:T IG��I �.fil�br`NE . P� \Gs3Z Phone# OG\2 Cell# e-mail e- }c In t S�PJ Engineer: 5MC�1 PLA L- fl-tQ' 82 N?BLiA�/L, PE Address: \Zv ? R��z �:('-ip /JJ� �bC O Phone# -2-lj-- Cell# — e-mail 1��Uo�rOJY.Qi'f -4t, •CUni+ General Contractor: -'LC O/ 2 :._ IC- Address: ,J�i,// r -- G {�l�J r �.�o / /Phone# %7 " /4-Cell# e-mail (1) 8/12/2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: M 6. Area of lot: Square feet: Z309 0 (Acres: o• �� 7. Dimensions from proposed building or structure to lot lines: front yard: Y lk rear yard: �?- right side yard: i: \ left side yard: Z 45 other: 8. If building is located on a comer lot,which street does it front on: Al 9. Area of proposed building in square feet: Basement: — I"fl:7— 4 2°d fl: I L) 31d fl: 10. Total Square Footage of the proposed new construction: LA 1y 6 11. For additions,total square footage added:Basement: 11 fl: 21 fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: tJ J A 13. N.Y.State Construction Classification: (�F N.Y.State Use Classification: n` 14. Number of stories: Z Overall Height: Z 6, L Median Height: 15. Basement to be full,or partial: Ai J A , finished or unfinished: N O A 16. What material is the exterior finish: 17. Roof style;peaked,hip,mansard,shed,etc: Roofing material: 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic ire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: �/ (if yes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or myre of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: `/ No: Area: 7,3oS1 S��wfM�W 22. Will the ) posed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? �� Sc k4rrtJ� Yes: VV No: (if yes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: V (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of theflood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (f yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 1t1 29. What is the total estimated cost of construction: S �materia cost shall include all site improvements,labor,material,scaffolding,faced equipment,pro fees,incor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee '/be requiredpri 30. Estimated date of completion: i'Pr-wl' SvMMFII Zt�23 (2) 8/12/2021 ED E C E"� BUILDING DEPARTMENT DEC 3 0 2021 VILLAGE OF RYE BROOK 938 KrNG STREET RYE BROOK.NY 10573 VILLAGE OF RYE BROOK (914)939-0668 D BUILDING DEPARTMENT , RESIDE NTIAL LOT AREA COVERAGE Address: q_ILtn t �W De- Section: 1 JJ ' S` Block: I Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% % 3.5% R-217 5,000 30% 5% 1 3.5% Existing: Proposed: 1. AREA OF LOT Sq. Ft. J_!�-,080 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) Sq. Ft. _ Sq. Ft. b. Area of 1 sc Floor Divided By Area of Lot x 100 % % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) Sq. Ft. Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % % 4. AREA OF DECK Sq. Ft. Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % ' Z % I attest to.the best of my knowledge and belief.. the above information is correct. Arbhitect's Signature re 3/122021 E C EN E BUYLDING DEPARTMENT ye*oc,-, "D DEC 3 0 2021 VILLAGE OF RYE BROOK Ld-r*r5 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT ERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 2 ELA_ kyy �Section: �'S` Block: I Lot: Zone: Fes•` L IMPERVIOUS SURFACES (Definition): All buildings,as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts,swimming pools,patios,sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning rMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area % R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 Rr15A 35 16,001 to 20,000 5,560 25 190=hl -12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 R.2-F 30 `Base Lot Area"is the minimum end of the lot size range in the"Lot Area"column Area of lot: s .ft. Existing Allowed Proposed Total impervious coverage = S .ft. AMS .ft. S .ft. Front impervious coverage= I attest to the best of my knowledge and belief,the above information is correct. rchitect's Signature (4) 8/12/2021 ECENE BUILDING DEPARTMENT DEC 3 0 2021 VILLAGE OF RYE BROOK 1� z 938 KING STREET RYE BROOK,NY 10573 / VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 2 M RILL Q&Section: I�JS 5 Block: I Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area= 4,000+ [(Lot Area—21,780) x 0.11478421 ]: a. Allowed Sq. Feet b. Existing = Sq. Feet c. Proposed = ,� Sq. Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area,shall be permitted to extend.Height and Setback shall be calculated using the formula; Height I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vill of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXISTING PAWPOSED /PEQUTAWD FRONT: FRONT: FRONT: .44 R435 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 "S SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 AW SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 At-IS SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 a-fSA SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: Q.4tep, FRONT: .69 Ii1_12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 AL10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 A-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 ALS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 AL21F SIDE: SIDE: SIDE: 4.00 I attest to the best wledge and belief, the above information is correct. A hitect's Signature (5 S/12/2021 BUILDING DEPARTMENT JUN - 7 2022 VILLAGE OF RYE BROOK _ VILLAGE OF RYE Bt�00K 938 KING 5TR�ET RYA BRoON,NY 10573 BUILDING DEPARTMENT (914)939-0668 ******************************************************************************************************* AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: a � .3, { ,residing at, (i L 1 Lam(41 1) • i We (P4nt name) (Address where you live being duly sworn, deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; G� Ali 40 jb L t , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. �Kwj-14, (Si a of Pro lr Owne s)) o -'ep6+11mal) (Print Name of Prop ty Owner(s)) Sworn to before me this day of Z.WK — , 20 `L2 t_A& kftka��' (Notary Public KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK No. O1 R06134291 (6) QUOMIeq L, Putnam County My Commission Expires September 26, �1 n6as 8/12/2021 This form must be properly completed ¬arized by the Design Professional of record and the Property Owner. Failure to provide this completed? _ r permit application will delay the permitting roces . � P gP Ii 1 � JUN 7 2022 Notice of Utilization of Truss Type, Pre-Engineered Wo� LAGF OF RYE BROOK or Timber Frame Construction. (Title 19 Part 1264& 1265 NYERRLDI�lG DEPARTMENT To:The Building Inspector of the Village of Rye Brook. From: �-IVI v' l(l Subject Property: G SBL:13�, ,V - 1- Zone: n M' Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, *ew Structure ❑Addition to an Existing Structure ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ) Irruss Type Construction(TT) ❑Pre-Engineered Wood Construction(PW) ❑Timber Construction(TC) in the following location(s); ❑Floor Framing,including Girders&Beams(F) ❑Roof Framing(R) Oloor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Sworn to before me this Sworn to before me this day 'CA 20 2Z fOeo ,20�� Si a of ope er i toi Professi�nal Print ame of o Owner e ig Professional Notary Public Notary Publfc KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK KIMBERLY ROMANINO No. O1 R06134291 NOTARY PUBLIC-STATE OF NEW YORK Quahiied I:, Putnam County No. O1 R06134291 My Commission Expires September 26, XDb (7) 9uat,iied I: Putnam County My Commission Expires September 26.aQaS This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STAT ,OF NEW YQR)C,COUNTY OF WESTCHESTER ) as: f(X►.�Ja14 A ,being duly sworn,deposes and states that he/she is the applicant above named, (print nime of individual signing as the applicant) and further states t a (s)he is t legal owner of the property to which this application pertains, or that (s)he is the pIn for the legal owner and is duly authorized to make and file this applic on. (indicate architect, ntractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of 'VW1tA*_ ,20_2_� day of J U;_ ,20 c_'c, P� Si a e of Pro erty Owt 6,VAp'i@re of A c AM 64 P O'ffl M 401 �C a Print Nime of Prop Owner PAt Name of Applicant kavo Notary Pub'c Notary Public KIMBERLY ROMANINO KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. 01 RO6134291 No. O1 RO6134291 Auamled I., Putnam County ^601� Aua�mied I:i Putnam County My Commission Expires September 26, d My Commission Expires September 26,aa-. (8) 8/12/2021 t . This application must be prop erily completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. kNt**R*5Y�4t**'k%%tR'71t**t*11'SlttNt*t*'�'7YtIF**tt�t71*t+ItPl*i%*tt***tiriFti3$ititirtt*t+"k'kfr•Jr¢iht Ir;e4**Qrt!*At,Y#vl##�.�Y*StY4tr:#+tt4ri 5TCllESTER being duly sworn,dcposys and states that he/she is the applicant abuse narnvd. ( st. '+roc of indi.ldt�l•.:gniag a:lhc atr,+ti4•artt� and further states th (s)he is the legal owner of the property to which this application pertains, or that (s)he is lhc! __ 6_I ' _. for the legal owner and is duly authorized to ,hake and file this atton.appltc +"d:011r a:Ch1*WV'.c.mt:a:lar.Jr.01L C111ott1Cy.c:a.1 That all statements contained herein are true to the beat of his her knowledge and belief,and that any work peribrmed,or use conducted at the above captioned property will be in conformance with the detail:, as set forth and contained in this application and in arty aecompanyWS approved plans and specifications,as;well as in accordance with the New York State L'nii'dnu Firs:Prevention& Building Cade,the Codc ol'the Village of Rye Brook and all other applicable laws,ordinances and regulations. By signing this application, the property owner further declares that he/she has inspcctcd the subjc t property. and that to the M- t or his/her knowitadUc there art;no roof drains, sump pumps or other prohibited sionnwaleT or groundwater connections or sources or infiltration into the sanitary sewer system on or from the subject property. Sworn to Wore the this �_L.—� Sworn to before Pitt this _V__ rtav r..f WOV&v�t)<27() 2/z,-- day til'Abka '(1-147.1/ sipla e of proprlta vl r �iim t�of Appllrmf ,,2-F/, Prior .�mr or Property C>wus r Print Name of Applicant Nat,lry Public tvcttuy pabiic &� TRICIA SEWELL Notary Public state of New York N0.01SE616:490 Qualified in Kings Cot.:sty My l u ,••t,.ssion Expires Apr 7 3. 20?3 lASEWELL York TRIG State of New Notary Nb1ip1SE61611) "'C" n King t'vl a3. 2C 23 Qualified i ,rr;sw My C.or"nAS%on LxP _ RBu, LDS �� \\ �MENT FEB - 9 2023 VIL �OF RYE;$ ,OOK DD 938 KINGS ET RYE BR' NY 10573 VILLAGE OF RYE BROOK �4 939-066't BUILDING DEPARTMENT :fir oi��vi k###k##k#k#############k########k#####k#k####k#######k####k#k#k###*##########k#*###k##k####kk####krt####k#k# Approval Date: FEB 2 4 2023 e v : Application Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: 2 1.S-Z BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary ZBA Approval Date: Case# Other: CJ Amendment Fee: PertnI Femme: �s,��'3 APPLICATION TO AMEND APPROVED PLANS Application dated:_ ` �`� is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit,and/or from any prior approvals granted by the approval authority as per detailed statement described below. I. Job Address: 2. C t-M LA 1 U_ t2lUE -- �Cj :;4 Existing Permit#: 2. Parcel ID#: �?JS` S — I " Zone: "`2 Original Approval Date: iO 3. Proposed Amendment(Describe in detail): 4. Property Owner: LE"Y.. �--�— Address: 7 �1Lt{LI N� hP�i , N Z-UQ Tv lU f_� 16532 Phone# 6C`Z Z7� Cell# e-mail A'.xXZX.--DA-tJL0`��11-lCi Cc Applicant: �W - Address: Phone# Cell# e-mail Architec ngineer: y, Address: 2v ,"1{vt. �{ I �f1�r: �"�/kltiij�v"l` � n►'� 105�2 Phone# �' L�Jt-'�b"j GOL2- Cell# �l�4 ~ ��Z 4- _e., e-mail�} ciri.� 5. Occupancy;(1-Fam.,2-Fam.,Comm.,etc...)Prior to construction: l" Q fter construction.-....'I j%fAM r-_7�, 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing au omatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes:_No:�f yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Wil the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stoim water Management Control Permit as per§217 of Village Code?Yes:_No:,Area:H;qj-_lS 1 8/12,2021 Ook 10 kwt J' } ••+ , ' •�;' ,- 'fie no fA t q. - ��°�� ! • • �,��� ��� ��� fir. - 16, Vw ik S.� . i A V BUICD PA MENT D [ECE � vE ID VILYE OOK938 KING BRb ,NY 10573 JUN - 5 2024 -0668 okn� ,w VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# C�r`�Y� Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: Ni PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Amendment Fee;&��e ��� Permit Fee: APP[L�ICATION TO AMEND APPROVED PLANS Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,to amend the approved plans associated with an existing open permit.And/or from any prior appr Is granted by�approval authority as per detailed statement described below. 1. Job Address: V �� 1�, l ( ( I Existing Permit#: �3—�J S 2. Parcel ID#: I'/— /, 3 Zone: Original Approval Date: R 3. Proposed Amend me t(Describe Ai detail): 61 GLC/� CRQ(44 4. Property Owner: 11A R Address: Phone# Cell# e-mail Applicant: Address: Phone# Cell# e-mail Architect/Engineer: Address: Phone# Cell# e-mail 5. Occupancy;(I-Fam -Fam.,Comm.,etc...)Prior to construction: After construction: 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing omatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...)Yes: No:_(if yes,you must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stone water Management Control Permit as per§217 of Village Code?Yes:_No: Area: 1 6/l/2024 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: . No: ✓ (if yes,you must submit a Site Plan Application,&provide detailed drawings) , 9. Will the proposed amendment require a Steep Slopes Permit as per§213 of Village Code Yes: No: ✓ (if yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 10. Is the lot located within 100 R of a Wetland as per§245 of Village Code? Yes: No: ,v/(if yes,the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) / 11. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: ✓ (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 12. Will the proposed amendment require a Tree Removal Permit as per§235 of Village Code?Yes: No: �ifyes,you must submit a Tree Removal Permit Application) 13. Does the proposed amendment involve a Home-Occupation as per§250-38 of Village Code? Yes: No: Ifyes,indicate: TIER I: TIER II: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment rpsu t in additional square footage to the building or subject structure,and if so,provide such additional footage here. (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: $ l y to CO (The estimated cost shall include all site improvements,labor,material,scaffolding,fixed i1quipment,professional fees,including any material and labor which may be donated gratis.) 16. N.Y.State Construction Classification: N.Y.State Use Classification: 17. Estimated date of completion:_ C 214 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer&signed by those professionals where indicated. It must also include the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE, JEV�RK—,QOU Ty DF W$STCHESTER ) as: �/ #1 1 0- (,/V,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and furthe states t (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicatekchitect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations.By signing this application,the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains,sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this day of �� 20� day of , 20 Si r rope rty O Signature of Applicant ame of Property \Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO 2 Notary Public,State of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,20ZI 6/l/2024 i N N w C� cn F n bi PLO M = C � a W Z x w u o w $ cn 7�7 a N U WC4 W O !n z E O co ': u z w Q H �" w 5 O 31 V 00 Yz W ° Ln v� L H enN y{am z owZ i MCI r / 10 00 MCI F�1 CN �" c U (� r Fo pW F u g �i ' 0 4 W o ° d w r- V 0g x W za. w z • e f f i �J e : x s . t fi t . s x x QEETRYE Q Lam,v� L'•� � VBUI NTVIL OK SEP 14 2023 938 YJN NY 10573 VILLAGEOF RYE BROOK or BUILDING DEPARTMENT _..._ ._�_.__...._.... ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: �� EP #: c�D 3 � Approval Date: SEP 1 2� Permit Fee: S ZQ /f — PL Approval Signature: Other: Application dated, -iy a 3 is hereby made to the Building Inspector of the Village of Rye Brook NY;for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will b in conformance with all applicable federal,State2 unty and Local Codes. / 2 1.Address: L LvVN �' `� �/ O)3 SBL: 136 i SI-1 /1 J Zone: 2.Property Owner:_2 t L rn }�t XI 'L L �-- Address: f:C M R i R 4 t (OOF— ' Phone#: 14 Z ) 5fo 6 Cell#: email: CAP— `2 p k a �G� 0 0.t,o►nil 3.Master Electrician/Licensed Installer:Cesar / C i-e/IQ Address: �y Lic. #: 1}51 Phone#: Cell#:91q qq 7 1 ZG 3 email: tW I.r ea2 y'T ` 3CtOU�,CAYN Company Name: \ul ivt;,2t( --4 elt;CT?(C 1 KL Address:!"Q-5 u �I ?t AS . PVT'►✓AM Mite/ N`J l0 4.Proposed Electrical Work/Fixture Count: till+t � y OJC'W r`eQ �e - �L aec VZ,cd 9 � � (QC F C.V� b Ce-t<< n u� �� }S (��./ �c� U � ✓�t 5.3'd Party Electrical Inspection Agency: S1rJ STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Le !� U`Lv A�S�� � ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the fnoL4 f f EI eC F r'UgA for the legal owner and is duly authorized to make and file this application. (Master Electncian/Licensed Installer) The undersigned further states 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. Swom to before me this Sworn to before me this 13kh day of ,20 day of4rc�.bs� ,20 Signature of Property Owner Signature of ApplItaht 6av f Ccf ✓la Print Name of Property Owner Print Nam p c t Notary Public Notary Notary P'ub"C Star.of,filar Yank VAstcheFter county No.0I L06182187 toy corr�r;,9861 i:xpirn Feb.19.20 2 `L • STATEWIDE INSPECTION Service With Itilegrity 1:1 Main Street,Fishkill, NY 12524 1 emoil:• SWIS JOBAPPLICATION tel845.202.7224 • • 1• • • • Office Use Elect.Permit# _ Date Bldg Permit# _ y Utility ID# Final Certificate# U City/Village 9`` ` -. .._ 1 Zip I J -1i J Township County Address i` �ti� + I ( L r Cross Street Section Block Lot Owner Name/Address(If different than above) 2 E/ ,,A H 1 (I LI L Contact Number Basement ❑1 st FI. [2r2nd FI. ❑3rd FI. ❑More Than 3 FI. 0 Garage ❑Attic ❑Outside QResidential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact j Amt Amps i O Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 11 3P #Meters #Disconnect Underground New ❑Reconnect `"�. �' 2 )( ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information h j(: / '(` C) c U. <_, ✓ J I C + ID fit! D IECFH E t ESEP 1 4 2023 I ( VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SM.This application is intended to cover the above listed Items to be inspected,If at any time of Inspectlon additional Items have been Install@,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name ! ;j I {` 1 Date - �r?3 Signature Address �) ((err City/State �i:r,f'-1 �yl/ j'� ZipCode r License# 1 "� Phone# ') L�� c/�' �(, 71 -5) State Wide Inspection Services I 1080 Main Street AUG - 8 2024 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: officeCd)swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: IWIRE 24/7 Electric Inc 2 Elm Hill LLC Cesar M. Vicuna 6 Elm Hill Drive 25 White Road Rye Brook, NY 10573 Putnam Valley, NY 10579 Located at: 6 Elm Hill Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP23-202 135.51 1 1.3 Certificate Number:2024-4865 Building Permit Number: BP23-045 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 6 Elm Hill Drive, Rye Brook, NY 10573 The Basement, First Floor,Attic,Garage,and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 31st day of July 2024. Name Quantity Rating Circuit Type LED Recessed Luminaires 120 Switches 59 Switches 33 Duplex Receptacles 96 Cable/ Data Jacks 09 Smoke Detectors 13 Smoke/Carbon Detectors 07 Wall Mounted Luminaires 15 Ceiling Mounted Luminaires 14 GFCI Receptacles 14 Dryer 01 Washer 01 Exterior GFCI 04 LED Tape Lights 08 Name Quantity Rating Circuit Type Electric Wall Oven 01 Microwave 01 Door Bell 01 Fired Sprinkler/ Flow Switch 01 Heat Pumps 03 Air Handlers 03 Boiler 01 Service 01 400AM P Meter 01 Sub Panels 02 Disconnects 02 Grounding and bonding of service to current codes. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 n � Ln N �' 1 a N v ON ~ a ~ s 1 Ln '--, ►rl �+ '� n ` ♦ �+ s ozr w aa - W ' Z z ►�� (� w W $ e can z ►.a w wA � z4zc Ln W 11 C/: z w CIS M N � t7 n z cr, a p < O CY Z W •c ,� a o D t � A z z a ^^ ° $ U � o a afia Q z W z Q wd z a ° A x < � n • aR ECLSJ V LS 3D BUILDING DEPARTMENT MAY 2 3 2023 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (414)9-39-96E8 BUILDING DEPARTMENT w�v�v:i� Qo�Z.org PLUMBING PER//M�I��T//APPLICATION FOR OFFICE USE ONLY BP M . ��`+U`'t"i� PP#: Cn9- 5- Approval Date: �' 12 Z� Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, Jr Z 3 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will " DY will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: � Q F I m T l 1 i ye SBL: /3 S IS—) () — I — . 5 Zone:k 2.Proposed Work: F/J M b 1'.tJ K �}s ��, Ai t' 3.Property Owner: �u Address: Phone#: r / Cell#: Z email: 4.Master Plumber: l�►C Nr4£ / P6 eJ& Address: 167 ck&ly i// P—A Lic.#: YS Phone#: Cell#:9/Y L/9 D yy// email: Y(P to v Co n Company Name: FhNA)k i So a Nkk-i `� Address: /�,7 U&, x% �, /� e CpJ� l INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement J I J r 1 st Floor 2nd Floor 7i 31 Floor 4's Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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 2 Sworn to before me this day of fhu� ,20 day of ,20 _ Signature o op Owner Signature of Applicant ZO Print Name of Property Owner Print Name of Applicant al�yz / ( &-o ` Notary Trublic EGORY K RNERA No P 1 RA Nelary Public,State of New York ublic,State of New York No.01R16441398 No.01R16441398 QuaNfied in Westchester County QuaWW In Westchester County Connnissim Expires September 26,2d Commksfon Expires September 26,T This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/3/2023 BUILDING DEPARTMENT D E� v c� VILLAGE OF RYE BROOK MAY 2 3 2023 938 KING STREET RXE BRQ4K,NY 10573 (914)939_0668 VILLAGE OF RYE EE10OK .r ELro k. rg BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 - STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) ash:I II w residing at , ( nn name) (Address where you live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; (/�1 l r ? J , Rye Brook,NY. It, (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. —r (Signkt6e of Pr a er(s)) 7,z_-, /(I� A) (Print Name ot Property Owner(s)) Sworn to before me this day of , 202 (Notary blic) v GREGORY K RIVERA Notary Public,State of New York No.01 R16441398 -3- Qualified in Westchester County Commission Expires September 26,204 snanozi M N rl N N M P..C1 z a o ►-�ap v Cn Ox °w0-4 " O v=i X I� Ch � z A tn "a ILu F ' F Q o AV)Za ; uoA w � cn ` ° H w x o wcr W �, ►� xLD ..� F ITO A cn w a z � Z f a z o,z+ 0o �, r � O W O V Cn V O � W Z U z z H � Z '� � r� C� z �`cn N x ; Q V �--� A �' o Z q 0% M w � MCI F+��1 ON u a !� Ln z x z o U � a F z o V N Uw W w w w F Do. � o C) o cn 0 a w � V g o � F o � 0 cn D FP' r V L� BUIL DEP L,MENT VIL OF RYE`. OK NOV 2 9 2023 938 KIN ET RYE B ,NY 10573 VILLAGE OF RYE BROOK _j`939r"I BUILDING DEPARTMENT ebr ' or PLUMBING PERMI/T/ APPLICATION FOR OFFICE USE ONLY BP#: PP#: Approval Date: Permit Fee: $ 1 O Approval Signature: Other: Disapproved: (fees are non-refundable) **#**#**##**kk:kKkkkkkk*#k*k#k*kkkkkkkkkkkkk*kkkkkkkkk*###kkkkkkk##kkkkk#kkk#kkkkk#kk#*k#k*+kkk*k#k# Application dated, c� / — is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal, State,County and Local Codes. I.Address: 6 Elm Hill Drive, Rye Brook NY 10573 SBL: /35i5/—/—/� 3 Zone: 2.Proposed work: Installation of 4-120 AG Propane tanks & Run (2) new gas lines to house 3.Property Owner: Alex ZOldan Address: 6 Elm Hill Drive, Rye Brook, NY 10573 Phone#: Cell#: 914-602-2566 email: alexzoldan@yahoo.eom 4.Master Plumber: OkEvl'�l '15'A'MJE _ _Address:'{`' Lic.#: _� Ph``/oon,,�e,�,,#:g��-h` 7 f�Z� Cell#: �/¢ ��7,�Zf. email: Company Name: NWz r 4 7�7/ Address: Fki AI 0C/ ZAA1 INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor 3'Floor 4"Floor 5"Floor Exterior X 5.* List Other Equipment/Provide Details: a!/y,N/JV�i a � S L,/,�`� �/� j s4&j5�"Ro %l (Notarized Signatures Required Next 2 Pages) 8/12/2021 STATE OF NEW YORK.COUNTY OF WESTCHESTER ) as: KME Plumbing ,being duty sworn,deposes and states that he/she is the applicant above name (print name ofindividual signing as the applicant) t 00d further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Plumber for the legal owner and is duly authorized to make and file this application. Iindicatc architect,c..a.ctm.agent.attume�.ctcJ That all statements contained herein are true to the best of hiss?ter knowledge and belief,and that any work performed,or a%N conducted at the above captioned property will be in conformance with the details as set forth and contained in this application ,lid 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 regulation 0 glom to before me this /Sr �a Sworn to before me this q 20� day of 20 o r erty Owner Si ature of Applicant — N ex Zoldan le jVAIIS" int Name of Property Owner Print Name of Applicant Notary Public SHARI MELiLLO ubltc Lori Taddeo Nolar5 Public,state of Newyork Notary Public State of New York No.01ME6160063 N o.01 TA6214953 QUatifted in Westchester County Oualifted in Westchester County Commission Expires December 21,20 E� r T:r„,sion Expires January 29,20� This application must be properly completed in its entirety and must include the notarized signatures)off, the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Application trot properly completed in its entirety and'or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 8/12/202I JALDING DEPARTMENT D 1 VILLAGE OF RYE BROOK 11. D P8 KING STREET R)'E BROOK,NY 10,133 NOV 2 9 2023 (914)939-0668 www.ryebrook.ora VILLAGE OF RYE BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS yOIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED �! ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK. COUNTY OF WESTCHESTER ) as: r 3l. Alex Zoldan residing at, 6 Elm Hill Drive being duly sworn, deposes and states that (s)lie is the applicant above named, and further states that(s)hc is the ,,gal owner of the property to which this Affidavit of Compliance pertains at; 6 Elm Hill Drive Ryc Brook, N� Further that all statements contained herein are lyre, and that to the best of his/her knowledge and belief,that there are no known illegal cross-connections concerning either the storin sewer or sanitary sewer,and further that there are no roof drains, sump pumps, or other proh:blted stormwater or groundwatel'connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. tt: t Alex Zoldan ,Nvorn to before me this 20 �ocrr•,• C�ihli�1 SHARI MELILLO Notary Public,State of New York No.OIME6160063 Qualified In Westchester County COmmisslon Expires January 29,20i-� 3 S-12/2021 ` E i s s t t t ■ ■ s ■ ■ i in'A in W G cn a� 0 ~ z a F C ��■7 W (/� O Z' �i' Qa � C6 �..y U lao Mil roc. En fA72 f� 3 u ° a 94 . WLU 3 d a Ln w (ON � A o w 4 � o •'" V 00 ,a a �• �° u. �' � F" � Z � U v' 01 a�' � 0 ■ F Z � ° lu 7 zg � � � o y, .a V �' 8 W � ti � ■■.� ac � .0 O O LO Ln W � a M N N e7 x a \� w ) a. CD 0-0 u i as O M z yb _ � � $ - w v a o Z o a O = � o � - - o a e—+ z d V c u a �y �7-7 cc 0 O + W O 00 0 3 C•' O�C I � � C ` w - moo „ v� w ►'r '•• o u y J co A W W CN bl4 y ' o pw0. O P" oo Cn Cl� O W o v V z �o Ln A oQ c: a ..' ZO O N Z uz 9 a ° V� i H N 'Rt owl W I v Q� I.-*I.-* G� r--� M W 4 E -o < M ,� o4Q J O •• (� G1 '� GLI N °c cc CN V A a c � �0-4 aJ co Ca .. w Q � a � Ln z 7 ° as �' I� H .r M ; � , O V � , „ -0 z x a y� O L 0 a E-• W O E-+ � V �' off, o '' a", .�, � E � w O � aCi ►..� � a W I � � o � � — W N Q W Z tx A O .. ,.� 0 W W ,� � � d. � a.•E a R EC� IEN BUILDING DEPARTMENT MAR 10 2023 — VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 ( BUILDING DEPARTMENT www'.ryehrook.orE. APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Appro,a[Date APR 2 6 202 il'._ -s-VP Application Fee:S 75 J Appro%al Signature:— -- _-- -_-_- Pennit Fees:S ` 7J Disappnn'ed' - -----___ Other: Application dated: 3/l© �L ?' is hereby made to the Building Inspector of the Village of Rye Brook NY fix the issuance ol'a Permit to install a Fire Suppression System as per detailed statement described below. I. Job Address: ELµ H %LL DA 141E 1.-C T03Parcel I.D.: f 3 S.5( - Zone: 2. Proposed System(Describe system in detail including suppression agent): T N 57 rx LL O N F_ W �T yi �>F (w�TG-0- C,tj Wy ya4zst o£N—, # A.` FtQE Se2, Nl«--E2 5`f5TEr4-11L TO AS- Pj/ Kr--LOW IF"t-E rVR yr1 LE0 + 13y T-Hf-�: PL-1A P1-1 bep. - _ 3. Number&Types of Fire Sprinkler Heads: C5e-) 9 E Lt^P,t-E R rcS 0' - `o r rc CJ%,.�E0 .�y/pR NSW 4. N.Y State Construction Classification: N.Y.State Use Classification: S. Cost of Installation:S 2 5,0 4 O 1Coct shall include all lal+rrr,rnatet-Ws.fixed equipment.prolimsirrnal Ire%.mid materials and labor which may be donated gratis) 6. Property Owtter: 2 t�Lt� I�t i L L-1-L Address: _ 7 S Kyr-t N Q E P . 5%e 2 2 O z Phone N/A Cell# 11%4 (o 0 7-- 2.5(0 6 email: At-e v 7-0 t-0AN1 A'% .400 - C o M Applicant: 7fin►T�FZ.S ATE t I�E p FEt;'� Address: ST, 14A2 R 15d1-% ~ Phone l4 1"3"I-- G 100 Cell#9(4 44 It- '-SUS email: t I r.25TdTEF RE a ArchitecuTnlgincer._ IE R t G f?. D$T M F�2 Address: I IS GC Oii t t t6 L RD. Bar p VrOs _ t-1 If I Phone# N/A Cell# "!t�} -'!0'X" 3£i email: a, 0CTr F-r c� ata t4TF tQ General Contractor: -45/10tr Alc,� A0 P 1-1 C-&V T- Address: /Phone# Cell# email: I 6 1.18 . 1 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK.COUNTY OF-VJESTCHESTER ) as: �t'&t-L tit - A H T- /-Q.t" being duly sworn,deposes and states that helshe 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 G�&"Z g'i0�—' . Zo L t,7 tiF-�L for the legal owner and is duly authorized to make and file this application. Iirttlicate architect,contractor,agent,atturney 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 wcl I 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 I I Sworn to before me this I� Y of N Q r'C'k . 20 1-1) day of , 201�3__ attire of Property ner i rc or Applican, rat JZ43 ACL A Z u i u ti,+J F3a t n>J i-A Print Name of Property Owner Print Vume ul'Appl caul Notary PtihTw Notary hlic ```\`,e\N I ISIA •''t10 TA*4I,9 TRICIA SEWELL Notary Public-State of New York �'AIQ.OtSA6432191 O NO.01SE6164490 QUALIFIED IN Qualified in Kings County _ WESTCHEMR cou": My Commission Expires Apr 23,2023 COMM EXP �(11 • 04-25-2028 0FINIEW e i is 1.+ O z a o vi O u a y M u � CA c W to E" Lei �cO o � oq u Oz Lr)O �I M a0 0 � ° 8 � ~ r°. A W 3 u w ' O z u CA o O z o lo- co no \ H z Uz8. E rn M� O H M N Ar 8 � a z z00 04 .2 no, a z o = �N - = -, ° i V � � z lz V H a as v a [� oaa ' N U .$ o a N ICI 4 O F O p \ w i� o O w w u N o W z A z z z w < 5 o ° UcWT �) � a a 0 :D BUILDING DEPARTMENT Q �v VILtET ID OF RYE BROOK NOV 2 9 2023 938 KING RYE BROOK,NY 10573 4) '' VILLAGE OF RYE BROOK BUILDING DEPARTMENT Application for Permit to Remove, Abandon and/or Install Fuel Storage Tank (*Storage Tanks in excess of 1,100 gallons require registration with the Country of Westchester) FOR OFFICE USE ONLY: PERMIT#: X&Q34 70 Approval Date: DEC O 202 Permit Fee: $ 7 -406 / Approval Signature: A Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Application Completed by Bonded, Licensed Contractor. 2. Your contractor's valid proof of liability insurance. (Village of Rye Brook must be listed as certificate holder) 3.Your contractor's valid proof of workers compensation insurance. (Form#C 105.2 or Form#U26.3 /or NY State Workers Compensation Waiver) 4. Fee per Tank: Removal,Abandonment, or Installation: $185.00 per Tank. 5. Dig Safely New York#(dial 811): 111(Q'3-(3-M t�1 O -C70 6. Inspection by Building Department for removal/abandonment and/or installation. 7. Submit all Manifests&Reports(after work has been completed). 8. Certificate of Compliance will be provided when all requirements are fulfilled. Application dated, if 1 tv J*2 3 ,is hereby made to the Building Inspector of the Village of Rye Brook for a permit to remove,abandon,and/or install a Fuel Tank as herein described.The applicant and property owner,by signing this document agree that the subject fuel tank(s)will be removed,abandoned and/or installed in conformance with all applicable Village,County, State& Federal laws,codes,rules and regulations. Indicate Permit TN pe: Installation (X) •Removal ( ) •Abandonment ( ) /Above Ground (X) • Buried in Ground ( ) 1. Address: 6 Elm Hill Drive, Rye Brook NY 10573 sBL: / ,5_/_ /13 Zone:2. Property Property owner&Address: Alex Zoldan 6 Elm Hill Drive, Rye Brook NY 10573 Phone#: Cell#: 914-602-2566 email: alexzoldan@yahoo.eom 3. Contractor&Address: Halstead Quinn Petroleum Phone#:914-666-3200 ext 109 Cell#: email: jerry@hgpetroleum.eom 4. Applicant: Halstead Quinn Petroleum_ Phone#:914-666-3200 ext 109 Cell#: email: Jerry@hgpetroleum.eom 5. Indicate Fuel Type: Fuel Oil( )•L.P.Gas( )(Gasoline( )•Other( ): 6. Number and Capacity of each Tank: 4-120 gallon AG propane tanks 7. Exact Location(s)of each Tank: Left Rear(See Map) t 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER Halstead Quinn Petroleum ,being duly swom,deposes and states that he/she is the applicant above name (print name of individual signing as the applicant) 11d further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the tt Contractor for the legal owner and is duly authorized to snake and file this plIC8U0n.(indirnle architect,contactor.agent,attorney,cte.) hat 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 yiform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances Ifltd tegulations. Sworn to before me this Sworn to before me this .2 day of ,20 day of �O✓�rw ✓ ,20� jgnaturc o operty Owner Signature of p "cant Alex Zoldan r " Nainc of Property wrier Name of plicant . �ptary Pub y Public,State of New YorkC—wl— .J�, ublic Lortr-TaddPo No.OIME6160063 Notary Pubiic State of New vbrA No.01TA6214953 � Qualified In Westchester County Qualified in Westchester count Zotnmission Expires January 29,20ZD Commission Expires December 21,20-2—L This application mint be properly completed in its entirety and must include the notarized signaturets)of the legal owner(s)of the subject property, and the applicant of record in the space provided. Any application not properly completed9 in its entirety and/or not properly signed shall c deemed null and void and will be returned to the applicant. 2 S/12/2021 o� rcrc W LL� Yb Q3. �I< J 0 __ ------------ _ - _ _ 1 I I 1 1 I vy Z I o 1 Z isl / 1rOAd 1111 -- - --iT I � / / ► SECTION Cylinders, • Accessories 1 0 Worthington DOTIASME LPG Cylinders (continued) 113 Cylinders DOT Cylinders G/T100ASME Tall 100#ASME Less Gauge 100 lbs. White 263468 G/T100ASME-G 100#Squat With Gauge 100 lbs. White 269529 GIT100 POL Service 100 lbs. Gray 185223 G/T100M Multivalve 100 lbs. Gray 185226 GIT100MW Multivalve 100 lbs. White _ 194259 G/T200 Multivalve 200lbs. White 185229 GIT20OG Multivalve 200lbs. Gray 192637 G/T100M Multivalve 200lbs. Gray 185226 G/T420 Multivalve POL 420 lbs. White 185243 G/T420G Multivalve POL 420 Ibs. Gray 192638 oar cxcaA ..vn A A Glr100ASMEG1T100ASME-G JI-2-°r /�swo \/assaon srw oar F �, Ve s-u 16 in.1407 mm 'wsw ]Naas ]e• /3°Me Blur M b']/fie• �// e os x,/• ,/s n• J E E � Z 3-„ SECTION AA °mo° ass am D SECTION An �r n ASME Cylinders m 2001bs. �yj�` _A�V COLOR_' N GIT200ASME Multivalve 200lbs. White_ 190984 I� E GIT200ASMEG Multivalve 200Ibs. Gray 193312 E G/T420ASME Multivalve POL 420 lbs. White 185244 R1 - m GIT420ASMEG Multivalve POL 420 lbs. Gray 193311 N 1_ s. oo s.:: ..a2 s. How to Order a Truckload _n_S. LPG Capacity 23.6 gal. 47.2 gal. 99.1 gal0 . 89.3 liters 178.5 liters 374.9 liters 11 bundles make up a Water Capacity 239.0 lb. 474 lbs. 1000 lb. truckload.Special colors, 108.4 kg. 215.0 kg. 453.6 kg. or plastic mesh protective 420 lbs. Tare Weight 71.0 lb. 158.0 lb. 272.0 lbs. coatings are available upon Description and Size of 420# 32.2 kg. 71.7 kg. 123.4 kg- request.There is a quantity L.P.G.Cylinder Openings Collar Height 5.1 in. 6.6 in. 6.6 in. of 9-420's in a bundle,and A.Safety Relief Valve(1")NPT 130.2 mm 167.6 mm 167.6 mm 16-200's in a bundle.You B:P r V,iw(3/;•)NPT 14.5 in. 19.0 in. 22.0 in. must DOT or ASME C:NPT float Gauge(1-)NPT Footling Dia.o/s 368.3 mm 482.6 mm 558.8 mm specify D:Vapor Service Valve(3 r:)NPT style tanks at time of order. Minimum order of 3 bundles Open Collar is considered a partial truckload.No more than 3 100#Cylinders different stops per truckload pESCRIP:TION �WEBB#.. within a 150 mile radius. PIGME350A Multivalve 186562 TO ORDER, CALL: 800.243.9360 • CT: 860.722.2433 • FAX: 800.274.2004 VICTOR 93 s a ■ � w 7 0 � ■ � 0 N W � � ,g ■ N N N CY a \00 00 00 \ " p ✓3 = \ Q ` rA I "" ■ W � a � ■ Lj co W to u A w o O O00 m = OG O •� ■ bA � O .. C: O �wJ W � W °i � o o � Or. ;r. � ■ C O to- CD00 o a a ■ 10, W w z .6 a � O o04 V tai 0 a ■ ^ r 1 � oe00 �..l r� W ■ Q�� w ■n C< a o v G, ■ h� Ra „�� x p zZ � oO r..1 W IS 64 cn CQ O Z °• a a. u u t,,,, a ■ v El �t� � ■ rr w L� p t O F. p., `� .8 � g u W 1-1 V H W O zO > ... 00 ■ : a : s a s E aI a s : ■ e r ■ ■ ■ ■ ■ ■ a e BUILD �6EPARTMENT H jD VIL E OF RYE BROOK JUN - 3 2024 938 KING ET RYE BROOK,NY 10573 -0668 VILLAGE OF RYE BROOK W-mvAgrook.on! BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT\\ FOR OFFICE USE ONLY. 3 O7S PERMIT#: QJ Approval Date: `�Z Permit Fee: $ r JC,i Approval Signature: Other: Disapproved: (fees are non-refundable) x�*�xxxxx��x�xx�xxx�xxxx��xxxxxxxx��xxxxxxxxxxxnx**xxxxxxxx*xxxxxxxxxK*x�;��*************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR.THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT 1S 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance On a NYS Board form (Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL =$100.00/unit• COMMERCIAL =$350.00/unit. 5. Complete specifications for each unit being installed. 6. Inspection by the Building Department for removal and/or installation.(48 hour notice required 7. Electrical work requires a separate Electrical Permit&Electrical Inspection. 8. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, �J�� 1� is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and reeulation1s' 1. Address:_ fifnl''1'` 1{l t�(�I` / SBL: I ] , rl'! Zone: 2. Property Owner: 1 2 0 &LV Address: 1 rn 1 Phone#: ( Cell#: email: ►r 3. Contractor: 5 �, n C aA th 5 0 c S 1 0"- Address: emg sm mal f o% 1� Phone#: 9 Cel #: email: COb1 . C o m 4. Scope of Work:New Installation('K•Replacement( )•Removal( )•Other( ): 5. List Equipment: 61 d Q( C O n e f e r 3 3 6. Location of Equipment: Q n1 W - r ST Qbf seC071 6r DY e,m Se v 7. thod of Installatio emoval(list all equipment needed to perform job): T.c)AI.A\ , \0o Sy�'re>��5 0y- t 10/30/2023 ST '4�'OZE YO TCHESTER ) as: v g duly sworn,deposes and states that he is the applicant above named, -16 rint n e individual signing as the ap icant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. 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 ` Sworn to before me this day of ,20 � day of 20 � Si (e ot P Owner Signatur of Applicant A)'5' �1 Z©� 1�f,\(- v f \ �e '�Name f Property caner ame of Applicant i�v--�L Notary Public —NoTlffry Public SHARIMELILLO SHARI MELILLO Notary Public,State of New York Notary Public,State of New York No.01ME6160063 No.01ME6160063 Qualified in Westchester County Qualified in Westchester County Commission Expires January 29,202-7 Commission Expires January 29,20-LI This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 10/30/2023 [ECIEVIE DO Load Short Form Job: EImHiIlDrive +�+ wrightsoft AUG 1 - 1014 Date: 7/18/24 Entire House By: Mike Weaver Plan: Elm Hill Drive WebReps L.L.C. VILLAGE OF RYE BROOK BUILDING DEPARTMENT 1880 82nd Averse Sate#203.Vero Beach.FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:marxalj@webrepshvac.com Web:YAM.vve repswholesale.com Project Informtion For: Eric Uri be,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade Na Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Effiaency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cf-n Air flow factor 0 cftn/Btuh Air flow factor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF M (Btuh) (Btuh) (cfm) (cfm) 1stFloor 1782 31161 33924 1817 1817 Basement 1782 27510 20371 1120 1120 2nd Floor 1893 34926 30431 1550 1550 Entire House 5457 93597 84111 4487 4487 Other equip loads 18426 3106 Equip.@ 1.00 RSM 87217 Latent cool i ng 0 TOTALS 5457 112023 87217 4487 4487 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2024-Aug-01 09:12:50 �'� ••-•••• Pigtt-Sute@ Uriversa1202323.0.05RSU64369 Page i �CA ating&Cooil g%Elm Hill Drive Rye Brook Nynp Calc=MJ8 Frort Door faces:SE } 9 Load Short Form Job: Elm Hill Drive wri htsoft Date: 7/18/24 1st Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax:888 971 2999 Email.manelj@webrepstyrac mm Web:vwvw.webrepswholesale com Project For. Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128244 Coil BVA-60WN1-M15 AHRI ref 208128244 Efficiency 8 HSPF2 Efficiency 9.8 EER2,14.3 SEER2 Heating input Sensible cooling 41420 Btuh Heating output 56000 Btuh @ 47'F Latent cooling 13080 Btuh Temperature rise 28 °F Total cooling 54500 Btuh Actual airflow 1817 cfin Actual airflow 1817 cfrn Air flow factor 0.058 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=6°F Backup: In ut=15 kW, Output=51182 Btuh,100 AFUE ROOM NAME Area Htg load Clg load Htg AVF ClgAVF M (Btuh) (Btuh) (cfm) (cfm) LIVING ROOM 193 4372 4266 255 228 ENTRY 112 1457 808 85 43 DINING ROOM 177 3082 4149 180 222 PW DR 45 1226 1068 71 57 OFFICE 45 1213 1339 71 72 B PANTRY 45 0 0 0 0 LN 11 0 0 0 0 PWDR2 31 0 0 0 0 M DCL 18 0 0 0 0 MUD ROOM 83 3774 2307 220 124 KITCHEN 180 2075 3128 121 168 BREAKFAST 72 2930 2303 171 123 DINING 2 215 2656 3835 155 205 PLAY ROOM 86 3549 4003 207 214 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft, 2024-Aug-0109:12:50 ^'�- .w,,.+•, ••.,....,._ Right-Sute®Uriversal202323.0.05RSU64369 �CA Page 2 sting&CoolingUm Hill Drive Rye Brook Nyn{) Calc=MJS Front Door faces:SE FAMILY ROOM 259 4827 6718 281 360 DIN 28 0 0 0 0 UP 27 0 0 0 0 HALLWAY 157 0 0 0 0 1stFloor 1782 31161 33924 1817 1817 Other equip loads 10092 2500 Equip.@ 1.00 RSM 36423 Latent cooling 11664 TOTALS 1782 41253 48088 1817 1817 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . • wrightsoft' 2024-Aug-01 09:12:50 Rigtt-Sute®Unversal202323.0.05RSU64369 Page 3 ACCA ...aling&Cooling\Elm Hill Drive Rye Brook Ny.np Calc=MJ8 Frort Door faces:SE Load Short Form Job: Elm Hill Drive wrightsoft Date: 7/18/24 2nd Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email.marxell@webrepshvac.corn Web:www.vebrepsvftlesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(OF) 12 87 Method Simplified Inside db(OF) 70 75 Construction quality Semi-tight Design TD(OF) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr(lb) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128243 Coil BVA-48WN1-M15 AHRI ref 208128243 Efficiency 8 HSPF2 Efficiency 10.6 EER2,14.3 SEER2 Heating input Sensible cooling 35340 Btuh Heating output 48000 Btuh @ 47°F Latent cooling 11160 Btuh Temperature rise 29 °F Total cooling 46500 Btuh Actual airflow 1550 cfm Actual airflow 1550 cfrn Air flow factor 0.044 cfmBtuh Air flow factor 0.051 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=12 OF Backup: Input=15 kW, Output=51182 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft� (Btuh) (Btuh) (cfm) (cfm) MASTER BEDROOM 154 4242 3686 188 188 M WC 23 0 0 0 0 LCL 15 0 0 0 0 LAUNDRY 66 338 991 15 50 BATH 46 1699 649 75 33 BEDROOM 2 161 2314 2284 103 116 BEDROOM 1 203 5261 3753 233 191 BATH 1 51 1106 620 49 32 BATH 4 51 1127 635 50 32 WIC 4 16 0 0 0 0 WIC 1 14 0 0 0 0 BEDROOM 4 181 4837 3735 215 190 BEDROOM 5 133 2804 2975 124 152 HALL BATH 55 442 284 20 14 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` 2024-Aug-01 09:12:50 Rigtt-Sute®Uriversal 2023 23.0.05 RSU64369 Page 4 �CI1 ...acing&Cooling\Elm KII Drive Rye Brook Nyr p Calc=MJ8 Frort Door faces.SE WIC 5 24 0 0 0 0 MASTER BEDROOM 2 269 8234 9639 365 491 MASTER WIC 82 2523 1181 112 60 DOWN 69 0 0 0 0 MASTER HALL 72 0 0 0 0 OPEN 28 0 0 0 0 LOFT AREA 180 0 0 0 0 2nd Floor 1893 34926 30431 1550 1550 Other equip loads 11936 3226 Equip.@ 1.00 RSM 33657 Latent cool i ng 10619 TOTALS 1893 46863 44275 1550 1550 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrigFtt soft- 2024-Aug-01 09:12:50 A Rigtt-Su6e®Urnersal 2023 23.0.05 RSU64369 Page 5 afing&CoolingUm Hill Drive Rye Brook Ny.nQ Calc=MJ8 Frort Door faces:SE 9 Load Short Form Job: Elm Hill Drive wri htsoft Date: 7/18/24 Basement By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach FL 32966 Phone 800-810-3280 Fax:888 971 2999 Email.marxelj@webrepstAec.com Web:www.vvebrepsvAulesale com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Ksco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Design Information Htg Clg Infiltration Outside db(°F) 12 87 Method Simplified Inside db(°F) 70 75 Construction quality Semi-tight Design TD(°F) 58 12 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 25 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-36HDN1-M18M Cond BOVB-36HDN1-M18M AHRI ref 206395974 Coil BVA-36WN1-M15 AHRI ref 206395974 Efficiency 8 HSPF2 Efficiency 10.0 EER2,14.3 SEER2 Heating input Sensible cooling 25536 Btuh Heating output 35000 Btuh @ 47°F Latent cooling 8064 Btuh Temperature rise 29 °F Total cooling 33600 Btuh Actual airflow 1120 cfm Actual airflow 1120 cfm Air flow factor 0.041 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=17°F Backup: In ut=15 kW, Output=51182 Btuh,100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftl (Btuh) (Btuh) (cfm) (cfm) M ECH 153 4660 2001 190 110 UP 1 54 0 0 0 0 B BED 158 3928 4062 160 223 B CL 17 0 0 0 0 B BATH 55 642 1398 26 77 OPEN BASEMENT 1345 18280 12910 744 710 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft' 2024-Aug-0109:12:50 ^'� • Rigtt-SutegUnversal202323.0.05RSU64369 ACCA Page 6 sting 8.CoolirglElm Hill Drive Rye Brook Nynp Calc=MJ8 Front Door faces:SE Basement 1782 27510 20371 1120 1120 Other equip loads 7003 2500 Equip.@ 1.00 RSM 22871 Latent cool i ng 7267 TOTALS 1782 34512 30137 1120 1120 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft' 202a-Aug-01 09.12.50 �� •�-••-• •••••-- Rigf1-SuteOOUri�.ersa1202323.0.O5RSU64369 Page �CA ...afing&Cooling\Elm Hill Drove Rye Brook Nyr p Calc=MJ8 Frori Door faces:SE Pro ect Summa Job: Elm Hill Drive wrightsoft ry Date: 7/18/24 Entire House By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax:888 971 2999 Email:marxal1@webreps1rraceom Web:wmv%Nebrepsvftle sale.corn Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.00m Notes: Elm Hill Drive,Rye Brook, NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 'F Outside db 87 'F Inside db 70 'F Inside db 75 'F Design TD 58 'F Design TD 12 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 80060 Btuh Structure 72714 Btuh Ducts(R-6.0) 13537 Btuh Ducts(R-6.0) 11397 Btuh Central vent(239 cf-n) 15013 Btuh Central vent(239 cfm) 3106 Btuh Humidification 3413 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 112023 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 87217 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure -3764 Btuh Ducts 1855 Btuh Central vent(239 cfm) 4803 Btuh Heating Cooling Area(it') 5457 5457 Equipment latent load 0 Btuh Volume(ft) 49005 49005 Airchanges/hour 0.25 0.13 Equipment Total Load (Sen+Lat) 87217 Btuh Equiv.AVF(cfm) 204 106 Req.total capacity at 0.70 SHR 10.4 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cf-n/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Ill wrightsoft 2024-Aug-0109:12:50 •�..,. Rig ht-Sute®Unversal202323.0.05RSU64369 Page 1 ...ati g 8 CoolingUrn Hill Drive Rye Brook Ny.r p Calc=MJ8 Front Door faces:SE S Project Pro Summary Job: Elm Hill Drive +}+- wrightsoft ry Date: 7118/24 list Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203.Vero Beach.FL 32966 Phone:800-810-3280 Fax:888 9712999 Email:mamalj@webrepstmc.00m Web.owwvvebrepswhole sale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Notes: Elm Hill Drive,Rye Brook, NY Designinformation Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 'F Inside db 70 °F Inside db 75 'F Design TD 58 °F Design TD 12 'F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31161 Btuh Structure 33924 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(61 cfrn) 3834 Btuh Central vent(61 cfm) 793 Btuh Outside air Outside air Humidification 6257 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 41253 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 36423 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 10438 Btuh Ducts 0 Btuh Central vent(61 cfm) 1227 Btuh Heating Cooling Outside air Area(ftz) 1782 1782 Equipment latent load 11664 Btuh Volume(ft') 17823 17823 Air changes/hour 0.34 0.18 Equipment Total Load (Sen+Lat) 48088 Btuh Equiv.AVF(cfm) 101 53 Req.total capacity at 0.76 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128244 Coil BVA-60WN1-M15 AHRI ref 208128244 Efficiency 8 HSPF2 Efficiency 9.8 EER2,14.3 SEER2 Heating input Sensible cooling 41420 Btuh Heating output 56000 Btuh @ 47°F Latent cooling 13080 Btuh Temperature rise 28 'F Total cooling 54500 Btuh Actual airflow 1817 cfm Actual airflow 1817 cfin Airflowfactor 0.058 cfm/Btuh Airflowfactor 0.054 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=6'F Backup: Input=15 kW, Output=51182 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .v rl t ghtacw - 2024-Aug-0109:12:50 . Rglt-Sute®Uriversal 2023 23.0.05 PSU64369 Page 2 . oolinglElm Hill Drive Rye Brook Nyr p Calc=MJ8 Frort Door faces SE.aUng&C•, Project Summary Job: Elm Hill Drive wrightsoft Date: 7/18/24 2nd Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avene Sute#203,Vero Beach.FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email:man aljC&.vebrepslxac.com Web.www.webrepsvftle sale.com Project Information For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Notes: Elm Hill Drive,Rye Brook, NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21390 Btuh Structure 18951 Btuh Ducts(R-6.0) 13537 Btuh Ducts(R-6.0) 11480 Btuh Central vent(117 cfm) 7344 Btuh Central vent(117 cfm) 1519 Btuh Outside air Outside air Humidification 4592 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 46863 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 33657 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 6414 Btuh Ducts 1855 Btuh Central vent(117 cfm) 2350 Btuh Heating Cooling Outside air Area(ft2) 1893 1893 Equipment latent load 10619 Btuh Volume(ft') 15141 15141 Air changes/hour 0.34 0.18 Equipment Total Load (Sen+Lat) 44275 Btuh Equiv.AVF(cfm) 86 45 Req.total capacity at 0.76 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVA-60HDN1-M15G Cond BOVA-60HDN1-M15G AHRI ref 208128243 Coil BVA-48WN1-M15 AHRI ref 208128243 Efficiency 8 HSPF2 Efficiency 10.6 EER2,14.3 SEER2 Heating input Sensible cooling 35340 Btuh Heating output 48000 Btuh @ 47-F Latent cooling 11160 Btuh Temperature rise 29 °F Total cooling 46500 Btuh Actual airflow 1550 ctrn Actual airflow 1550 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=12°F Backup: Input=15 kW, Output=51182 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wriyhtaoft 2024-Ary-01091250 id- •�°•• IZgrt-Sute@ Unwrsal 2023 23.0.05 RSU64369 Page 3 ...aiirg&CoolirlglElm Hill Drive Rye Brook Nyrnp Calc=MJ8 Front Door faces:SE Project Summary Job: Elm Hill Drive +�+ wrightsoft ry Date: 7/18/24 Basement By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82rd Averse Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email.manaij@vvebrepsh✓ac.com web:wvwv.vebrepswtnlesaie.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue, Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheating000ling.com Notes: Elm Hill Drive,Rye Brook,NY Design Information Weather: White Plains,Westchester Co.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 87 °F Inside db 70 °F Inside db 75 °F Design TD 58 °F Design TD 12 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 27510 Btuh Structure 20371 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(61 cfm) 3834 Btuh Central vent(61 cfm) 793 Btuh Outside air Outside air Humidification 3168 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 34512 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 22871 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 6040 Btuh Ducts 0 Btuh Central vent(61 cfm) 1227 Btuh Heatingg Cooling Outside air Area(ft2) 1782 1782 Equipment latent load 7267 Btuh Volume(fN) 16041 16041 Airchanges/hour 0.34 0.18 Equipment Total Load (Sen+Lat) 30137 Btuh Equiv.AVF(cfm) 91 48 Req.total capacity at 0.76 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Bosch Thermotechnology Corp. Make Bosch Thermotechnology Corp. Trade BOSCH Trade BOSCH Model BOVB-36HDN1-M 1 8M Cond BOVB-36HDN1-M18M AHRI ref 206395974 Coil BVA-36WN1-M15 AHRI ref 206395974 Efficiency 8 HSPF2 Efficiency 10.0 EER2,14.3 SEER2 Heating input Sensible cooling 25536 Btuh Heating output 35000 Btuh @ 47-F Latent cooling 8064 Btuh Temperature rise 29 °F Total cooling 33600 Btuh Actual airflow 1120 cf-n Actual airflow 1120 cfm Air flow factor 0.041 cfm/Btuh Airflowfactor 0.055 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Capacity balance point=17°F Backup: Input=15 kW, Output=51182 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ► wr1Whts4oft- 2024-a 01 09 12 50 1'�-- - _• Right-Sute®Unversal202323.0.05RSU64369 �- ACCk ..abng&Cooling\Elm Hill Drive Rye Brook Nyrnp Calc=MA Front Door faces SE Page 4 Basement '0X4 IUx4 49 ch„ 14�,r:fii CIn C 1 B BED , 8 6" 10x8 12x12 IGx12 14x 12 22x12 5„ 6 CL _ 24 x 12 UP 1 8. 5' 6" 10x4 n 149 dim 12 x 10 r 10 x 4 x 12 190ChIl 10x4 5.. 8x6 1202 r 8 MECH 77cin (�_ OPEN BASEMENT B BATH 10x8 G' 6" 5" _ as cn 10x4 149 c`In 6° 6' 10x4 149 Cin Job#:Elm Hill Drive Scale: 1 :97 Performed by Mike Weaver for: WebReps LLC. Page Eric Uribe 1880 82nd Avenue Suite#203 Right-Suit&Unversal 2023 239 Lexington Avenue Vero Beach,FL 32966 23.0-05 RSU64369 Mount Kisco,NY 10549 phone:800-810-3280 Fax 888 9712999 2024Aug-01 09:13:11 Phone:914-382-7345 \Elm Hill Drive Rye Brook Nyrup eddie@esheatingcooling.com wwwwebrepswholesale.com manual@webrepshvaccom N Main Floor 10x4 171 c8n 10x4 10x4 10x4 10x4 214 cfrn 180 cfm 180 cim 205 cfrn CM ® ® ® ® BREAKFAST -1 "I PLAY ROOM FAMILY ROOM - DINING 2 10x4 168 c1m KITCHEN 10x4 ® OFFICE 72cfm UP DN 10x4 20x20 71cfm ® PWDR 1817cfm LN B PANTRY PWDRZ MUD ROOM HALLWAY MDCL CEO 10x4 DINING ROOM 220chn LIVING ROOM ENTRY ® GARAGE cm cm 10x4 222 cim 10x4 10x4 127din 127cfm 10x4 85 cfm Job#:Elm Hill Drive WebReps LLC. scale: 1 :97 Performed by Mike Weaver for: Page Eric Uribe 1880 82nd Avenue Suite#203 Right Sum Universal 2023 239 Lexington Avenue Me 23.0.05RSU64369 ro Beach,FL 32966 Mount Kisco,NY 10549 2o24-Aug-01 09:13:12 Phone:800 810 3280 Fax 888 9712999 \Elm Hill Drive R Brook N ru Phone: atin coolie 5 wwwwebrepswholesale.00m manualj@webrepshvaccom x P edd�e@esheatingcooling.com N Second Floor 10x4 10x4 215cfm 245ctn 10x4 10x4 245 cfrn 152 chn c� 8„ 8" WIC MASTER BEDROOM 2 1000 10 10x4 HALL FV,TI1 20 cfm 14 x 12 c� l f I 2x li` 4, 4 0x4 { _ 50 On i 10x4 112 cfm 10x8 `1 � 10x4 49 cfiu VASgf 8x3 MVV' 4 u 1Ux4 50 chn c� c_ c :1 10x4 10x4 116 ckn 233 cfil 10x4 7" 5„ 10x4 188 cfm 75 cfm Job# Elm Hill Drive WebReps LLC. Scale.1 :97 Performed by Mike Weaver for: Page 3 Eric Ube 1880 82ndAvenue Suite#203 Right-S Universal2023 239 Lexington Avenue Mero Beach,FL 32966 23.0.05 RSU64369 Mount Kisco,W 10549 phone:800-810-3280 Fax 888 9712999 202¢Aug-0109:13:12 Phone:914-382-7345 \Elm Hill Drive Rye Brook NKrup eddie@esheatingcooling.com wwwwebrepswholesale.com manualj@webrepshvaccom Manual S Compliance Report Job: Elm Hill Drive +,+ wrightsoft Date: 7/18/24 list Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Averse Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email.man alj@vvebrepstvrac.mm Web:wmv.vebrepswholesale.corn Project Information For: Eric Uribe,E.S. Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.0°F Sensible gain: 36423 Btuh Entering coil DB: 76.3°F Outdoor design WB: 72.0°F Latent gain: 11664 Btuh Entering coil WB: 63.1°F Indoor design DB: 75.0'F Total gain: 48088 Btuh Indoor RH: 50% Estimated airflow: 1817 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model. BOVA-60HDN1-M15G+BVA-60WN1-M15 Actual airflow: 1817 cfm Sensible capacity: 41420 Btuh 114%of load Latent capacity: 13080 Btuh 112%of I oad Total capacity: 54500 Btuh 113%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0°F Heat loss: 41253 Btuh Entering coil DB: 68.0'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVA-60HDN1-M15G+BVA-60WN1-M15 Actual airflow: 1817 cfm Output capacity: 56000 Btuh 136%of load Capacity balance: 6.5 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1817 cfm Output capacity: 15.0 kW 124%of load Temp.rise: 26 'F Meets all requirements ofACCA Manual S. wrightsoft' 2024-Aug-0109:12:50 Rigtt-SLite®Unversal 2023 23.0.05 RSU64369 ......... ..........._. . , Page 1 ....Org 8,Cooling%Elm Hill Drive Rye Brook Myrp Calc=MJ8 Frort Door faces:SE Manual S Compliance Report Job: Elm Hill Drive +I+ wrightsoft Date: 7/18/24 2nd Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email:manalj@webrepsh✓ac.corn Web www.vvebrepsnAiole sale.corn Project Information For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Krsoo,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.07 Sensible gain: 33657 Btuh Entering coil DB: 79.5'F Outdoor design WB: 72.0°F Latent gain: 10619 Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 44275 Btuh Indoor RH: 50% Estimated airflow: 1550 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVA-60HDN1-M15G+BVA-48WN1-M15 Actual airflow: 1550 cfm Sensible capacity: 35340 Btuh 105%of load Latent capacity: 11160 Btuh 105%of load Total capacity: 46500 Btuh 105%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0'F Heat loss: 46863 Btuh Entering coil DB: 63.0°F Indoor design DB: 70.0 F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVA-60HDN1-M15G+BVA-48WN1-M15 Actual airflow: 1550 cfm Output capacity: 48000 Btuh 102%of load Capacity balance: 12 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1550 cfm Output capacity: 15.0 kW 109%of load Temp.rise: 30 'F Meets all requirements ofACCA Manual S. wrightsoft' 2024-Aug-0109:12:50 Rght-SuteO Universal 2023 23.0.05 RSU64369 Page 2 �Cp` ._ating&CoolingUrn Hill Drive Rye Brook Nynp Calc=VIA Front Door faces:SE Manual S Compliance Report Job: Elm Hill Drive +I+ wrightsoft Date: 7/18/24 Basement By: Mike Weaver WebReps LLC. Plan. Elm Hill Drive 1880 82nd Avenue Sute#203.Vero Beach.FL 32966 Phone:800-810-3280 Fax:888 971 2999 Email:merxalj@webrepshvac.com Web:vwwa.webrepswhole sale.com Project Information For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Cooling Equipment Design Conditions Outdoor design DB: 87.0°F Sensible gain: 22871 Btuh Entering coil DB: 77.1'F Outdoor design WB: 72.0'F Latent gain: 7267 Btuh Entering coil WB: 63.6'F Indoor design DR 75.0°F Total gain: 30137 Btuh Indoor RH: 50% Estimated airflow: 1120 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA-36WN1-M15 Actual airflow: 1120 cfrn Sensible capacity: 25536 Btuh 112%of load Latent capacity: 8064 Btuh 111%of load Total capacity: 33600 Btuh 111%of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 12.0°F Heat loss: 34512 Btuh Entering coil DB 66.8'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Bosch Thermotechnol Model: BOVB-36HDN1-M18M+BVA-36WN1-M15 Actual airflow: 1120 cfm Output capacity: 35000 Btuh 101%of load Capacity balance: 17 "F Supplemental heat required: 0 Btuh Economic balance: -99 "F Backup equipment type: Elec strip Manufacturer: Model Actual airflow: 1120 cfm Output capacity: 15.0 kW 148%of load Temp.rise: 42 °F Meets all requirements ofACCA Manual S. _ - wrightsoft- 2024-Aug-01 09:12:50 A _..a6ng 8 Cootirg�Elm Hill Pjghl Sute®Unversal 2023 23.0.05 RSU64369 Drive a Brook Page 3 Rye Nyn.p CaIc=MJB FrortDoorfaces:SE Duct System Summary Job: Elm Hill Drive wrightsoft Date: 7/18124 1st Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone 800-810-3280 Fax.888 971 2999 Email:ma"II@vvebrepslrrac.mm Web:vww+.webrepswholesale com Project Information For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Ksco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.313/0.057 in H2O 0.313/0,057 in H2O Lowest frictionrate 0.075 in/100ft 0.075 in/100ft Actual airflow 1817 cfm 1817 cfm Total effective length(TEL) 497 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (ctm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BREAKFAST h 2930 171 123 0.134 7.0 Ox 0 ShMt 24.3 210.0 st4 DINING 2 c 3835 155 205 0.150 7.0 Ox 0 ShMt 33.8 175.0 st4A DINING ROOM-A c 4149 180 222 0.134 8.0 Ox 0 ShMt 48.0 185.0 st4A ENTRY h 1457 85 43 0.075 5.0 Ox 0 ShMt 84.8 335.0 SO2 FAMILYROOM c 3359 141 180 0.112 7.0 Ox 0 ShMt 49.8 230.0 st4C FAMILYROOM-A c 3359 141 180 0.119 7.0 Ox 0 ShMt 42.0 220.0 st4B KITCHEN c 3128 121 168 0.298 7.0 Ox 0 ShMt 10.0 95.0 LIVING ROOM h 2186 127 114 0.078 6.0 Ox 0 ShMt 74.8 325.0 st12 LIVING ROOM-A h 2186 127 114 0.078 6.0 Ox 0 ShMt 77.8 325.0 st12 MUD ROOM h 3774 220 124 0.267 8.0 Ox 0 ShMt 12.0 105.0 OFFICE c 1339 71 72 0.090 5.0 Ox 0 ShMt 54.5 295.0 st13 PLAYROOM-A c 4003 207 214 0.094 8.0 Ox0 ShMt 63.8 270.0 st13 PWDR h 1226 71 57 0.083 5.0 Ox 0 ShMt 59.8 315.0 st13 •plyTrunkDetail • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st4 PeakAVF 1476 1526 0.075 763 17.1 12 x 24 ShtMetl st4A PeakAVF 1305 1402 0.075 765 16.6 12 x 22 ShtMetl st4 st4B PeakAVF 970 975 0.075 731 14.5 12 x 16 ShtMetl st4A st4C PeakAVF 830 795 0.075 711 13.6 12 x 14 ShtMetl st4B st4D PeakAVF 689 615 0.075 689 12.7 12 x 12 ShtMetl st4C st12 PeakAVF 340 272 0.075 612 9.8 8 x 10 ShtMetl st4D st13 PeakAVF 349 343 0.083 628 9.6 8 x 10 ShtMetl st4D wrightsoft' 2024-Aug-0109:12:50 �' ••,.,•. .-, Right-Sute&Unversal202323.0,05RSU64369 Page l ,CCK ...a6ng&CoolinglElm Hill Drive Rye Brook Wnq Calc=MJ8 Fron Door faces:SE TableReturn Branch Detail Grille Htg Clg TEL Design Meloc Diam H x W Stud/Joist Dud Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 Ox 0 1817 1817 76.8 0.075 719 18.3 14x 26 ShMt w r i g h t s oft' 2024-Aug-01 09:12:50 ACCA Riga-SLite®Uriversal 2023 23.0.05 RSU64369 ...a6ng&Cooli \Elm Hill Drive Page 2 ng Rye Brook NY.n4 Calc=fvUB Frort Door faces:SE Duct System Summary Job: Elm Hill Drive wrightsoft Date: 7/18/24 2nd Floor By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Sute#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax 888 971 2999 Email'.manelj@webrepstwaccom Web www.webrepswholesale.com Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.231 /0.139 in H2O 0.231 /0.139 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 1550 cfm 1550 cfm Total effective length(TEL) 506 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH h 1699 75 33 0.122 5.0 Ox 0 ShMt 29.8 160.0 st3A BATH 1 h 1106 49 32 0.073 4.0 Ox 0 ShMt 41.0 275.0 st1 A BATH h 1127 50 32 0.080 4.0 Ox0 ShMt 37.3 250.0 st1A BEDROOM 1 h 5261 233 191 0.090 8.0 Ox 0 ShMt 51.3 205.0 st1A BEDROOM2 c 2284 103 116 0.122 6.0 Ox0 ShMt 39.5 150.0 st1 BEDROOM4 h 4837 215 190 0.091 8.0 Ox 0 ShMt 49.0 205.0 st1A BEDROOM 5 c 2975 124 152 0.125 7.0 Ox 0 ShMt 35.3 150.0 SO HALL BATH h 442 20 14 0.130 4.0 Ox 0 ShMt 18.3 160.0 st1 LAUNDRY c 991 15 50 0.123 4.0 Ox 0 ShMt 18.5 170.0 st3A MASTER BEDROOM h 4242 188 188 0.125 7.0 Ox 0 ShMt 24.8 160.0 st3A MASTER BEDROOM 2 c 4820 183 245 0.153 8.0 Ox0 ShMt 20.5 130.0 st2 MASTER BEDROOM2-B c 4820 183 245 0.151 8.0 Ox 0 ShMt 22.8 130.0 st2 MASTER WIC h 2523 112 60 0.143 6.0 Ox 0 ShMt 11.8 150.0 st3 • • Trunk Detail Table Trunk Htg Clg Design Meloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3A PeakAVF 279 271 0.122 627 8.2 8 x 8 ShtMetl st3 st1 PeakAVF 794 728 0.073 681 13.5 12 x 14 ShtMetl st1A PeakAVF 547 445 0.073 657 11.7 10 x 12 ShtMetl st1 st2 PeakAVF 365 491 0.151 707 9.7 10 x 10 ShtMetl st3 PeakAVF 391 331 0.122 703 9.3 8 x 10 ShtMetl wrightsoft' 2024-Aug-0109:12:50 ACICA R gtt-Sute®Unversal 2023 23.0 05 RSU64369 ...ating&CoolinglElm Hill Drive Rye Brook Page 3 Nynp Calc=MJB Front Door faces:SE TableReturn Branch Detail Grille Htg Clg TEL Design Meloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox 0 1550 1550 190.3 0.073 710 20.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Meloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1550 1550 0.073 698 17.3 16 x 20 ShtMetl w r ig h tsoft' 2024-Aug-01 09:12:50 Rgt t-Sute,�Unversal 2023 23.0.05 RSU64369 Page 4 '� ...abng&CoolingtElm Hill Drive Rye Brook Nynp Calc=MJ8 Frort Door faces:SE Duct System Summary Job: Elm Hill Drive wrightsoft Date: 7/18/24 Basement By: Mike Weaver WebReps LLC. Plan: Elm Hill Drive 1880 82nd Avenue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888 971 2999 Email man alj@webrepstnraccom Web:wmv v&brepswlnlesale corn Project • • For: Eric Uribe,E.S.Heating&Cooling Svcs Inc 239 Lexington Avenue,Mount Kisco,NY 10549 Phone:914-382-7345 Email:eddie@esheatingcooling.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.23 in H2O 0.23 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.321 /0.049 in H2O 0.321 /0.049 in H2O Lowest fri cti on rate 0.080 in/100ft 0.080 in/100ft Actual airflow 1120 cfm 1120 cfm Total effective length(TEL) 461 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FIR (in) (in) Matl Ln(ft) Ln(ft) Trunk B BATH c 1398 26 77 0.126 5.0 Ox 0 ShMt 40.3 215.0 SO B BED c 4062 160 223 0,104 8.0 Ox 0 ShMt 53.3 255.0 st20 MECH h 4660 190 110 0.259 7.0 Ox 0 ShMt 19.0 105.0 OPEN BASEMENT h 3656 149 142 0.150 6.0 Ox 0 ShMt 43.5 170.0 st7A OPEN BASEMENT-A h 3656 149 142 0.080 6.0 Ox 0 ShMt 64.3 335.0 st20 OPEN BASEMENT-B h 3656 149 142 0.164 6.0 Ox 0 ShMt 25.8 170.0 st7 OPEN BASEMENT-C h 3656 149 142 0.177 6.0 Ox 0 ShMt 21.0 160.0 st7 OPEN BASEMENT-D h 3656 149 142 0.126 6.0 Ox0 ShMt 39.8 215.0 SO • • Trunk Detail Table Trunk Mg Clg Design Veloc Diam H x W Dud Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st7 PeakAVF 930 1010 0.080 757 14.4 12 x 16 ShtMetl st7A PeakAVF 633 726 0.080 726 12.8 12 x 12 ShtMetl st7 st7B PeakAVF 484 584 0.080 701 11.8 10 x 12 ShtMetl st7A st20 PeakAVF 309 365 0.080 670 10.0 0 x 0 ShtMetl st7B SO PeakAVF 175 219 0.126 656 7.5 6 x 8 ShtMetl st7B wrightsoft' 2024-Aug-0109:12:50 �, ...••--.-- Righ-Sute®Unversal202323.0,05RSU64369 Page ACCK ...aling&CoolingtElm Hill Drive Rye Brook Ny«p Calc=MJ8 Front Door faces:SE Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1120 1120 61.5 0.080 747 15.0 12x 18 ShMt wrightsoft' 2024-Aug-0109:12:50 ^'� •• -- Rigtt-Sute&Unversal202323.0.05RSU64369 A Page 6 ...sting&Cooling\Elm Hill Drive Rye Brook tJynp Calc=MJS Frort Door faces:SE 0 BOSCHy: , 11 BOSCH •w Bosch BVA 2 . 0 Series Air Handler 2-3-4-5 Ton Capacity R410A Product Specifications �.�i CERTIFIED' US C al Intertek •w..lHOInH.q..ry Unitary Small NP a�w smnaara xiorzeo ° e® r• a :a 1 i Table of Contents 1 Product Features 4 1.1 Features and Benefits 4 1.2 Warranty 4 2 Nomenclature 5 3 Product specifications 6 4 Dimensions 7 5 Airflow Performance 8 6 Heater Kit Data 9 Bosch Thermotechnology Corp.104.2019 Data subject to change Bosch1 1 Product Specifications 1 Product Features 1.1 Features and Benefits ► Premium efficiency-Up to 20.5 SEER,up to 10.5 HSPF ► All aluminum evaporator coil for superior corrosion resistance ► Constant torque multi-speed ECM blower motor-designed for two stage operation ► 5,8,10,15,20 kW electric heat accessory kits available for supplemental or emergency heating needs ► Easy to install-compatible with most standard 24 VAC heat pump thermostats ► Factory-installed TXV metering ► Multi-position Installation-upflow or horizontal right standard; field convertible to horizontal left or downflow ► Multiple electrical entry locations ► Dual front panel design for ease of maintenance ► Blower and coil easy slide out for ease of maintenance ► Fully-insulated cabinet design ► Horizontal and vertical condensate drain pans standard ► Condensate drain pan is polymer with UVC inhibitor ► Primary and secondary condensate drain fittings ► Factory-sealed cabinet certified to achieve 2%or less air leakage rate at 1.0 inch water column ► Integrated filter rack with tool-less door access ► AHRI and ETL Listed 1.2 Limited Warranty For Products installed in a one or two family residential dwelling,BTC warrants that all compressors and internal components incorporated into the Product at the time of shipment by BTC shall remain free from defects in workmanship and materials for ten(10)years'from the Commencement Date.If the Warranty Registration process has been completed and BTC determines that the Product or any part of the Product has a defect in workmanship or materials,BTC shall pay labor charges associated with the repair or replacement of the part in accordance with the Warranty Labor Allowance Schedule"for the period of ninety(90)days from the Commencement Date. Please refer to www.bosch-climate.us for full warranty terms and conditions. "Warranty Labor Allowance Schedule details are available on www.boschorohvac.com Data subject to change 04.2019 1 Bosch Thermotechnology Corp. Product e Bosch IDS1 15 2 Nomenclature B V A-24 W N1 — M 20 Efficiency 20: 20 SEER Power Supply M: 208/230V 1 Ph, 60Hz Refrigerant N1: R410A Function Type W: Wired Controller Nominal Capacity 24: 24x1,000BTU/H 36: 36x 1,000BTU/H 48: 48x1,000BTU/H 60: 60x 1,000BTU/H Series A: A Series Unit Type V: Vertical Air Handler Bosch Figure 1 Bosch Thermotechnology Corp.104.2019 Data subject to change 3 Product specifications BVA024 BVA036 +04 0 0 Cooling Capacity Nominal Cooling(BTU/h) 24000 34600 47500 54500 Nominal Heating(BTU/h) 24000 34200 48000 56000 Blower Diameter(mm) 10-5/8"(270) 10-63/64"(279) 10-63/64"(279) 10.63/64"(279) Width(mm) 8-5/32"(207) 10-43/64"(271) 10-43/64"(271) 10-43/64"(27 1) Fan Motor Horsepower(HP) 1/3 1/2 3/4 3/4 Full Load Amps 2.6 3 4.5 4.5 Refrigeration System Refrigerant Line Size' Liquid Line Size(O.D.) 3/8' 3/8" 3/8" 3/8' Suction Line Size(O.D.) 3/4' 3/4" 7/8" 7/8" Refrigerant Connection Size Liquid Line Size(O.D.) 3/8" , 3/8" 3/8" 3/8" Suction Line Size(O.D.) 3/4" 3/4" 7/8" 7/8" Expansion Device[TXV=Thermal Expansion Valve] TXV Decibels dB(A) High Speed 63 65 67 68 Medium Speed 59 62 63 64 LowSpeed 55 58 59 60 Electrical Data Voltage-Phase-Hz 208/230-1-60 208/230-1.60 208/230-1-60 208/230-1-60 Minimum Circuit Ampacity 2 3.3 3.8 5.7 5.7 Max.Overcurrent Protection 3 15 15 15 15 Min/Max Volts 172V/270V Air Filter Air Filter Sizes 18"x 20" 18"x 20" 20"x 22" 20"x 22" Weight Net Weight(without packaging)(Ibs) 119 126 162 170 Gross Weight(including packaging)(lbs)° 132 139 180 188 Dimensions Unit D x W x H(in.) 21-5/8 x 19-5/8 x 46.1/2 21-5/8 x 19-5/8 x 46-1/2 24 x 22 x 54-1/2 24 x 22 x 54.1/2 Unit D x W x H(in.)(with pallet and packaging) 25-3/8 x 22-5/16 x! 9/16 25-3/8 x 22-5/16 x 52-9/16 27-11/16 x 24.11/16 x 60-5/8 27-11/16 x 24-11/16 x 60-5/8 Indoor Coil Net face area-sq.ft. 4.02 4.02 5.99 5.99 Tube diameter 9/32"(7 mm) 9/32"(7 mm) 9/32"(7mm) 9/32"(7mm) No.of rows 4 4 4 5 Fins per inch 17 17 17 17 ---- ------- -------- Table 1 'Tested and rated in accordance with AHRI Standard 210/240. t Wire size should be determined in accordance with National Electrical Codes: extensive wire runs will require larger wire sizes. 3 Must use time-delay fuses or HACR-type circuit breakers of the same size as noted. 'Weight shown includes packaging Data subject to change 04.2019 Bosch Thermotechnology Corp. Product Bosch IDS1 17 4 Dimensions E 25"CLEARANCE IS REQUIRED IN THE FRONT OF THE UNIT FOR FILTER AND COIL MAINTENANCE. ELECTRICAL CONNECTIONS THROUGH TOP OR EITHER SIDE SUPPLY AIR 1 HIGH VOLTAGE CONNECTION 1-'/.", FLANGES ARE PROVIDED 1-%", '/e"DIA.KNOCKOUTS FOR FIELD INSTALLATION A W LOW VOLTAGE CONNECTION 000 CIRCUIT BREAKER SWITCH (FOR ELECTRIC HEATER ONLY) H VAPOR LINE CONNECTION COPPER TUBE(SWEAT) LIQUID LINE CONNECTION COPPER TUBE(SWEAT) AUXILIARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) AUXILIARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) PRIMARY DRAIN CONNECTION 3/4" FEMALE PIPE THREAD(NPT) UPFLOW UNIT SHOWN: THE UNIT CAN BE POSITIONED FOR BOTTOM AIR RETURN IN THE UPFLOW POSITION,LEFT AND RIGHT AIR RETURN IN THE HORIZONTAL POSITION,OR TOP AIR RETURN IN DOWNFLOW POSITION. Figure 2 Dimensions Inch frnnil Model Size Vapot Line 24 46-1/2[1180] 19-5/8[500] 21-5/8[550] 18[456] 3/8/3/4 [9.5]/[19] 36 46-1/2[1180] 19-5/8[500] 21-5/8[550] 18[456] 3/8/3/4 [9.5]/[19] 48 54-1/2[1385] 22[560] 24[610] 19.1/2[496] 3/8/7/8 [9.5]/[22] 60 54-1/2[1385] 22[560] 24[610] 19-1/2[496] 3/8/7/8 [9.5]/[22] Table 2 Bosch Thermotechnology Corp.104.2019 Data subject to change t kal :. Product . _ .. . 5 Airflow Performance Airflow performance data is based on cooling performance with a coil and no filter in place.Check the performance table for appropriate unit size selection. External static pressure should stay within the minimum and maximum limits Air Handler Miotoi Speed Tap(5) SCFM 1181 1144 1104 1063 1021 991 961 919 902 Watts 263 274 283 289 298 304 314 323 328 SCFM 961 913 872 826 792 748 717 673 638 Tap(4)Default High Stage Setting Watts 146 151 160 166 175 180 i 190 195 205 24 Tap(3) SCFM 852 797 760 708 674 626 589 535 500 Watts 109 114 122 127 137 142 150 155 157 Tap(2)-Default Low Stage Setting SCFM 755 711 653 615 563 505 499 413 382 Watts 81 98 94 103 108 112 119 125 133 Tap(1) SCFM 712 647 604 548 490 481 452 427 368 Watts 71 75 84 88 93 98 101 109 114 Tap(5) SCFM 1460 1420 1371 1329 1228 1224 1195 1093 1041 Watts 283 294 301 311 322 327 340 356 367 Tap(4)-Default High Stage Setting SCFM 1269 1213 1170 1121 1085 996 911 867 810 Watts 191 197 207 213 223 238 247 255 266 36 Tap(3) SCFM 1152 1093 1046 988 895 829 764 717 707 Watts 147 152 161 167 181 192 198 207 208 Tap(2)-Default Low Stage Setting SCFM 925 879 808 700 623 573 516 495 442 Watts 87 96 100 111 116 125 129 134 143 Tap(1) SCFM 889 727 456 225 Watts 74 66 51 44 Tap(5) SCFM 2051 2006 1961 1914 1867 1819 1777 1735 1695 Watts 454 471 487 503 518 1 531 545 559 572 Tap(4) SCFM 1914 1875 1831 1782 1735 1691 1649 1611 1581 Watts 384 401 416 430 442 455 467 480 492 48 Tap(3)-Default High Stage Setting SCFM 1714 1661 1611 1560 1513 1469 1424 1380 1314 Watts 273 289 304 317 330 343 353 366 1 386 Tap(2) SCFM 1499 1451 1398 1340 1288 1247 1188 1058 993 Watts 198 212 224 234 243 256 271 290 303 SCFM 1363 1307 1250 1181 1134 1062 938 875 835 Tap(1)Defaul[LowStageSetting Watts 151 163 175 181 193 206 224 232 243 Tap(5) SCFM 2029 1988 1947 1900 1858 1815 1771 1716 1671 Watts 466 482 498 514 528 541 553 565 572 Tap(4)-Default High Stage Setting SCFM 1881 1843 1800 1754 1708 1666 1626 1590 1558 Watts 391 407 423 438 449 462 474 487 1 498 60 Tap(3) SCFM 1677 1633 1586 1543 1499 1449 1409 1370 1281 Watts 281 1 297 311 1 325 338 346 358 370 386 Tap(2)-Default Low Stage Setting SCFM 1491 1439 1380 1334 1285 1246 1180 1047 988 Watts 205 217 226 238 250 251 269 212 301 Tap(1) SCFM 1348 1280 1227 1180 1130 1042 933 871 825 Watts 157 165 1 176 187 196 206 225 233 245 Table 3 QBold outlined areas represent airflow outside of the required 300-450 cfm/ton range. NOTES: 1.The high stage airflow must be used as the rated airflow for the full load operation of machine. 2.The rated airflow of systems without electric heater kits requires between 300 and 450 cubic feet of air per minute(CFM). 3.The rated airflow of systems with electric heater kits requires between 350 and 450 cubic feet of air per minute(CFM). 4.The air distribution system has the greatest effect on airflow.Therefore.the contractor should use only industry-recognized procedures. 5.Duct design and construction should be carefully done.System performance can be lowered dramatically through poor design or workmanship. 6.Air supplier ducts should be located along the perimeter of the conditioned space and properly sized. Improper location or insufficient air flow may cause drafts or noise in the ductwork. 7.Installers should balance the air distribution system to ensure proper quiet airflow to all rooms in the home.An air velocity meter or airflow hood can be used to balance and verify branch and system airflow (CFM). Data subject to change 04.2019 Bosch Thermotechnology Corp. Product 6 Heater Kit Data Ampacity Fan speed 0 VAC 208VAC ,0 0 EHK-05B 5 29.4 25.9 30 30 • • • • • EHK-08B 24 7.5 42.4 37.2 45 40 X X • • • EHK-10B 10 55.4 48.5 60 50 X X • • • EHK-05B 5 29.9 26.4 30 30 • • • • • EHK-08B 7.5 42.9 37.7 45 40 X • • • • 36 EHK-10B 10 55.9 49 60 50 X X • • • EHK-15B 15 55.9/26.1 49/22.6 60/30 50/25 X X • • • EHK-05B 5 31.8 28.3 35 30 • • • • • EHK-08B 7.5 44.8 39.6 45 40 • • • • • EHK-10B 48 10 57.8 50.9 60 60 X • • • • EHK-15B 15 57.8/26.1 50.9/22.6 60/30 60/25 X X • • • EHK-20B 20 57.8/52.1 50.9/45.2 60/60 60/50 X X X • • EHK-05B 5 31.8 28.3 35 30 X X • • • EHK-08B 7.5 44.8 39.6 45 40 X X • • • EHK-10B 60 10 57.8 50.9 60 60 X X • • • EHK-15B 15 57.8/26.1 50.9/22.6 60/30 60/25 X X • • • EHK-20B 20 57.8/52.1 50.9/45.2 60/60 60/50 X X X • • Table 4 Suitable heat kits for AHU multi position installation — Heat kit suitable for AHU 4-way position installation. — Ampacities for MCA and Fuse/breaker including the blower motor — Heat pump systems require a specified airflow.Each ton of cooling requires between 350 and 450 cubic feet of air per minute(CFM),or 400 CFM nominally. Heater Kit Accessories Model Description 24 1 36 1 48 60 EHK05B 5 kW Heat Kit,Double Pole Breaker • • • • EHK08B 7.5 kW Heat Kit,Double Pole Breaker • • • • EHK10B 10 kW Heat Kit,Double Pole Breaker • • • • EHK15B 15 kW Heat Kit,Double Pole Breaker X • • • EHK20B 20 kW Heat Kit,Double Pole Breaker X X • • Table 5 [•means available.X means not available] Bosch Thermotechnology Corp.104.2019 Data subject to change IIIIII HEM . IIIIII IIIIIIIIIIII IIIIII IIIIIIIIIIII IIIIII IIIIIIIIIIII o IIIIII IIIIIIIIIIII II II II MEEIIII Bosch B OVA S p l i t Syste m Heat P u m p (4 BOSCH Condensing Units Up to 18 SEER 2-3-4-5 Ton Capacity R410A Product • • • olw DUS orp Product Specifications- "Bosch IDS BOVA 1-3, Table of Contents 1 Product Features 4 1.1 Standard Features 4 1.2 Cabinet Features 4 2 Nomenclature 5 3 Product Specifications 6 4 Expanded Performance Data 7 5 Model&Part Numbers 14 6 AHRI 210/240 Performance Data 15 7 Suction Corrected Factor 17 8 Sound Data 17 9 Dimensions 18 Bosch Thermotechnology Corp.111.2019 Data subject to change 4 1 Bosch IDS BOVA Product Specifications I Product Features 1.1 Standard Features ► R-410A Chlorine-Free Refrigerant ► Load 25%-110% ► Intelligent Oil Return Technology ► Inverter Driven Rotary Compressor ► Crankcase Heater Standard ► Compressor Sound Blanket ► Multiple System Protection: — High pressure switch and low pressure transducer — Compressor liquid return protection — Compressor high or low compression ratio protection — Compressor high temperature protection — High/low voltage protection and over current protection — IPM and electronic control board high temperature protection ► AHRI certified;ETL listed 1.2 Cabinet Features ► Unique fan-blade design ► Baked-on powder paint finish ► Wind Load compliant per Florida Building Code-2010 ► Wire fan discharge grille ► Steel louver coil guard Data subject to change 11.2019 1 Bosch Thermotechnology Corp. Product Specifications Bosch IDS BOVA 15 2 Nomenclature B OV A- 36 H D N1 — M 18 M Compressor Brand M: Mitsubishi Efficiency 18: 18 SEER Power Supply M: 208/230V 1 Ph, 60Hz Refrigerant N1: R410A D-DC Inverter Function Type C: Condenser H: Heat Pump Nominal Capacity 36 36X1,000BTU/H Series A:A Series Unit Type OV: Discharge Type Bosch Figure 1 Bosch Thermotechnology Corp.111.2019 Data subject to change • 1 Bosch IDSBOVA Product Specifications 3 Product Specifications BOVA36 BOVA.e Cooling Capacity Nominal Cooling(BTU/h) 34,600 57,000 Nominal Heating(BTU/h) 34,200 55,000 Decibels([dB(A)] Max.@ 100%load 77 79 Min.@min load 56 50 Compressor RLA 18.5 27.2 LRA 45 58.1 Condenser Fan Motor Horsepower(HP) 1/6 1/3 FLA 1.0 2.5 Refrigeration System Refrigerant Line Size' Liquid Line Size("O.D.) 3/8" 3/8" Suction Line Size("O.D.) 3/4" 7/8" Refrigerant Connection Size Liquid Valve Size("O.D.) 3/8" 3/8" Suction Line Size("O.D.) 3/4" 7/8" Refrigerant Charge(R-410A,oz) 121 163 Expansion Device EEV EEV Maximum Line Length 100 FT 100 FT Maximum Elevation Difference 50 FT 50 FT Charging Specifications Subcooling at Service Valve 10°F(±2°F) 8°F(±2°F) Operating Range Cooling 40°F-120°F 40°F-120°F Heating 5°F-86°F 5°F-86°F Electrical Data Voltage-Phase-Hz 208/230-1-60 208/230-1-60 Minimum Circuit Ampacity 24.2 36.5 Max.Overcurrent Protection' 40 60 Min/Max Volts 187/253 1871253 Weight Equipment Weight(Ibs) 157 205 Ship Weight(Ibs) 187 238 Table 1 1 Tested and rated in accordance with AHRI Standard 210/240. Always check the rating plate for electrical data on the unit being • 2 Wire size should be determined in accordance with National Electrical Codes; ' installed. extensive wire runs will require larger wire sizes. •Unit is factory charged with refrigerant for 15'of 3/8"liquid line. 3 Must use time-delay fuses or HACK-type circuit breakers of the same size as noted. System charge must be adjusted per Installation Instructions Final Charge Procedure. 4 Weight values are estimated. Installation of these units requires the specified TXV Kit to be installed on the indoor coil.THE SPECIFIED TXV IS DETERMINED BY THE OUTDOOR UNIT,NOT THE INDOOR COIL. Data subject to change 11.2019 1 Bosch Thermotechnology Corp. Product Specifications Bosch IDS BOVA,1:7 4 Expanded Performance Data BOVA 36 HP For Cooling TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 65 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 0.81 0.81 0.81 0.81 0.86 0.86 0.86 0.86 1.02 1.02 1.02 1.02 / 1.21 1.21 1.21 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 75 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 0.97 0.97 0.97 0.97 1.04 1.04 1.04 1.04 1.26 1.26 1.26 1.26 / 1.48 1.48 1.48 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 85 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 700 kW 1.15 1.15 1.15 1.15 1.30 1.30 1.30 1.30 1.52 1.52 1.52 1.52 / 1.83 1.83 1.83 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 27.4 27.5 27.6 95 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.37 0.52 0.67 kW 1.28 1.28 1.28 1.28 1.56 1.56 1.56 1.56 1.83 1.83 1.83 1.83 / 2.22 2.22 2.22 TC 17.2 17.3 17.3 17.4 20.3 20.4 20.5 20.7 23.4 23.5 23.6 23.7 / 25.4 25.5 25.6 105 S/T 0.85 1.00 1.00 1.00 0.57 0.76 0.97 1.00 0.38 0.55 0.73 0.89 / 0.38 0.53 0.68 kW 1.67 1.67 1.67 1.67 1.87 1.87 1.87 1.87 2.31 2.31 2.31 2.31 / 2.43 2.43 2.43 TC 17.2 17.3 17.3 17.4 17.8 17.8 17.9 18.0 18.7 18.8 18.9 19.0 / 20.0 20.1 20.2 115 S/T 0.85 1.00 1.00 1.00 0.60 0.82 1.00 1.00 0.42 0.62 0.81 0.99 / 0.39 0.58 0.81 kW 1.88 1.88 1.88 1.88 1.92 1.92 1.92 1.92 1.98 1.98 1.98 1.98 / 2.05 2.05 2.05 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 65 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 0.81 0.81 0.81 0.81 0.87 0.87 0.87 0.87 1.04 1.04 1.04 1.04 / 1.22 1.22 1.22 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 75 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 0.98 0.98 0.98 0.98 1.05 1.05 1.05 1.05 1.28 1.28 1.28 1.28 / 1.50 1.50 1.50 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 85 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 800 kW 1.17 1.17 1.17 1.17 1.31 1.31 1.31 1.31 1.54 1.54 1.54 1.54 / 1.85 1.85 1.85 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 27.8 28.0 28.1 95 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.39 0.55 0.71 kW 1.30 1.30 1.30 1.30 1.57 1.57 1.57 1.57 1.85 1.85 1.85 1.85 / 2.25 2.25 2.25 TC 17.5 17.5 17.6 17.7 20.7 20.8 20.9 21.0 23.8 23.9 24.0 24.1 / 25.8 25.9 26.0 105 S/T 0.89 1.00 1.00 1.00 0.60 0.80 1.00 1.00 0.40 0.59 0.77 0.94 / 0.40 0.56 0.72 kW 1.68 1.68 1.68 1.68 1.89 1.89 1.89 1.89 2.33 2.33 2.33 2.33 / 2.46 2.46 2.46 TC 17.5 17.5 17.6 17.7 18.1 18.1 18.2 18.3 19.0 19.1 19.2 19.3 / 20.3 20.4 20.5 115 S/T 0.89 1.00 1.00 1.00 0.63 0.87 1.00 1.00 0.44 0.65 0.85 1.00 / 0.41 0.61 0.86 kW 1.91 1.91 1.91 1.91 1.94 1.94 1.94 1.94 2.00 2.00 2.00 2.00 / 2.07 2.07 2.07 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 65 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 0.82 0.82 0.82 0.82 0.88 0.88 0.88 0.88 1.05 1.05 1.05 1.05 / 1.23 1.23 1.23 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 75 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 0.99 0.99 0.99 0.99 1.07 1.07 1.07 1.07 1.29 1.29 1.29 1.29 ( 1.51 1.51 1.51 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 85 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 900 kW 1.18 1.18 1.18 1.18 1.33 1.33 1.33 1.33 1.55 1.55 1.55 1.55 / 1.87 1.87 1.87 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 28.3 28.4 28.6 95 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.41 0.57 0.73 kW 1.31 1.31 1.31 1.31 1.59 1.59 1.59 1.59 1.87 1.87 1.87 1.87 / 2.27 2.27 2.27 TC 17.7 17.8 17.9 18.0 21.0 21.1 21.2 21.4 24.2 24.3 24.4 24.5 / 26.2 26.4 26.5 105 S/T 0.93 1.00 1.00 1.00 0.62 0.83 1.00 1.00 0.42 0.61 0.80 0.98 / 0.42 0.58 0.75 kW 1.70 1.70 1.70 1.70 1.91 1.91 1.91 1.91 2.36 2.36 2.36 2.36 / 2.49 2.49 2.49 TC 17.7 17.8 17.9 18.0 18.4 18.5 18.5 18.6 19.3 19.4 19.5 19.6 / 20.6 20.7 20.8 115 S/T 0.93 1.00 1.00 1.00 0.66 0.90 1.00 1.00 0.46 0.67 0.89 1.00 / 0.42 0.64 0.89 kW 1.93 1.93 1.93 1.93 1.96 1.96 1.96 1.96 2.02 2.02 2.02 2.02 / 2.09 2.09 2.09 Table 2 TC refer to total capacity S/T:refer to the ratio of sensible heat and total capacity kW:refer to total input power Bosch Thermotechnology Corp. 11.2019 Data subject to change -dlo0R8010u40al0wJa41gasog 610Z'TT a8uegaofloafgnseled iaMod lndui jelol of jalaj:Mtl 61Ppdeo jelol Pup leag ajgisuaa to ogee agl of jalaj:1/S/gioedeo jelol of jalai of E algel ZVE ZV'E ZV'E / 6Z'E 6Z'£ 6Z'E 6Z'E OZ'E OZ'£ OZ'E OZ'E 7T'E VT'£ 7T'E 7T'£ MCI L8'0 Z9'0 17'0 / 00'I L8'0 99'0 SV'0 001 00'T 88'0 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6£'Z 8Z'Z £Z'Z 4Z'Z 6I'Z TT'Z TT'Z Z6'I OTT L9'T 99'I Lb'T LEI MCIm OL OOL 0'81 T'8i Vol L'8T 6'8i 9'61 8'OZ L'TZ 9'£Z 9'£Z 9'EZ 9'EZ 9'£Z 9'EZ 9'£Z 01 447 6E'Z 6Z'Z EZ'Z SZ'Z 8Z'Z EE'Z SE'Z L£'Z SZ'Z 9Z'Z 90'Z 461 0TT 99'T MCI OTT L'8I T'61 6'6T 6'OZ £'ZZ L'EZ Z'SZ 8'9Z S'8Z E'OE E'OE E'OE E'OE E'OE Ol 09 Product SpecificationsBosch IDS:• 60 TC 38.7 38.7 38.7 38.7 38.7 38.7 38.7 38.7 38.7 38.7 38.7 37.1 34.2 32.9 31.7 kW 2.18 2.32 2.47 2.63 2.86 3.05 3.38 3.74 4.13 4.51 4.93 4.93 4.75 4.62 4.51 70 TC 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 30.4 970 kW 1.78 1.91 2.05 2.18 2.33 2.49 2.69 2.91 3.23 3.45 3.78 4.15 4.58 4.75 4.87 75 TC 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 25.9 kW 1.42 1.52 1.68 1.83 1.97 2.12 2.31 2.51 2.69 2.91 3.11 3.39 3.66 3.91 4.16 80 TC 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 kW 1.28 1.43 1.55 1.68 1.74 1.89 2.03 2.18 2.35 2.52 2.68 2.81 2.97 3.22 3.48 60 TC 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 44.1 41.8 38.9 35.8 34.5 32.7 kW 2.42 2.68 2.84 3.08 3.35 3.45 3.78 4.15 4.53 4.81 5.01 4.82 4.63 4.55 4.48 70 TC 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 35.2 34.6 33.3 31.5 1120 kW 2.04 2.23 2.37 2.52 2.68 2.82 3.01 3.31 3.65 3.85 4.18 4.53 4.93 4.86 4.78 75 TC 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 kW 1.73 1.88 2.02 2.18 2.36 2.54 2.73 2.93 3.12 3.39 3.63 3.91 4.27 4.53 4.82 80 TC 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 25.6 kW 1.55 1.64 1.74 1.86 2.01 2.18 2.36 2.52 2.72 2.91 3.10 3.27 3.47 3.69 3.98 60 TC 48.4 46.4 48.4 48.4 48.4 48.4 48.4 48.4 48.4 44.9 41.7 38.6 35.6 34.3 33.1 kW 2.87 3.12 3.37 3.71 4.07 4.32 4.60 4.91 5.34 5.15 4.97 4.78 4.63 4.56 4.50 70 TC 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 38.1 37.3 34.3 33.1 31.9 1270 kW 2.42 2.57 2.71 2.86 3.03 3.22 3.57 3.92 4.25 4.59 4.93 5.13 4.95 4.88 4.81 75 TC 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.9 32.1 31.2 kW 2.05 2.22 2.38 2.55 2.73 2.89 3.09 3.33 3.58 3.84 4.19 4.58 4.94 5.01 4.95 80 TC 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 28.1 kW 1.77 1.94 2.09 2.26 2.41 2.56 2.75 2.93 2.15 3.36 3.63 3.91 4.21 4.38 4.54 Table 9 Imm a L1 m:• .1 . mm®®®®mmm®m®®mmaa 60 TC 59.1 59.1 59.1 59.1 59.1 55.6 52.3 49.1 46.2 43.4 40.8 38.8 37.2 36.1 35.8 kW 3.34 3.58 3.84 4.25 4.69 4.56 4.47 4.39 4.32 4.23 4.13 4.00 3.86 3.58 3.54 70 TC 46.0 46.0 46.0 46.0 46.0 46.0 46.0 42.0 39.8 37.6 35.4 34.6 34.3 33.9 34.0 1360 kW 2.63 2.78 3.00 3.23 3.51 3.80 4.20 4.20 4.14 4.06 3.94 3.91 3.85 3.59 3.59 75 TC 39.6 39.6 39.6 39.6 39.6 39.6 39.6 39.6 38.8 36.9 34.3 32.6 31.6 31.3 31.2 kW 2.31 2.44 2.59 2.75 2.97 3.21 3.50 3.80 4.04 4.10 4.02 3.86 3.71 3.45 3.42 80 TC 33.2 33.2 33.2 33.2 33.2 33.2 33.2 33.2 33.2 33.2 33.2 32.4 31.1 30.8 30.7 kW 2.00 2.11 2.23 2.37 2.53 2.73 2.96 3.24 3.54 3.80 3.95 3.92 3.74 3.41 3.39 60 TC 59.8 59.8 59.8 59.8 59.8 56.2 52.8 49.7 46.7 43.9 41.2 39.2 37.6 36.5 36.2 kW 3.32 3.57 3.83 4.23 4.67 4.54 4.44 4.36 4.28 4.18 4.07 3.95 3.80 3.53 3.49 70 TC 46.5 46.5 46.5 46.5 46.5 46.5 46.5 42.4 40.2 38.0 35.8 35.0 34.7 34.4 34.4 1560 kW 2.62 2.77 2.98 3.22 3.50 3.78 4.17 4.17 4.10 4.01 3.89 3.85 3.79 3.54 3.54 75 TC 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 39.2 37.3 34.7 32.9 31.9 31.6 31.5 kW 2.30 2.43 2.57 2.74 2.96 3.19 3.48 3.77 4.01 4.05 3.97 3.81 3.65 3.40 3.37 80 TC 33.6 33.6 33.6 33.6 33.6 33.6 33.6 33.6 33.6 33.6 33.6 32.7 31.4 31.1 31.1 kW 2.00 2.10 2.22 2.36 2.52 2.72 2.95 3.22 3.51 3.76 3.90 3.87 3.69 3.36 3.34 60 TC 60.8 60.8 60.8 60.8 60.8 57.2 53.7 50.5 47.5 44.6 42.0 39.9 38.3 37.1 36.8 kW 3.23 3.47 3.72 4.12 4.54 4.41 4.33 4.25 4.18 4.10 4.00 3.88 3.74 3.47 3.43 70 TC 47.3 47.3 47.3 47.3 47.3 47.3 47.3 43.1 40.9 38.6 36.3 35.5 35.1 34.8 34.9 1760 kW 2.55 2.69 2.90 3.13 3.40 3.68 4.06 4.06 4.01 3.93 3.81 3.78 3.71 3.46 3.46 75 TC 40.7 40.7 40.7 40.7 40.7 40.7 40.7 40.7 39.9 37.9 35.3 33.5 32.5 32.2 32.0 kW 2.23 2.36 2.50 2.66 2.88 3.11 3.39 3.68 3.92 3.97 3.89 3.74 3.59 3.34 3.31 80 TC 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 34.2 33.3 32.0 31.7 31.6 kW 1.94 2.04 2.16 2.30 2.45 2.64 2.87 3.14 3.43 3.68 3.82 3.80 3.62 3.30 3.28 Table 10 Bosch Thermotechnology Corp.111.2019 Data subject to change djo0 F301ou40alowla414oso8 1610Z'T T aSue40 of loafgns eleO £T algel liuH1alpueHJIV'(uol9)i4mi9i09 VLOZE86£LL 81W-TNM09-VAG iiunJafpueHJ!V'(UOIWA4/niom8V ELOZE86ELL 8TVY-TNM817-VAO ilunJalpueHJiV'(uol£)Vniei9E 9LZ9009CLL 88TIN-TNM9£-VA8 ilunjalpueHIIV'(uolZ)J4/nigMVZ ILOCE96ELL 8TIN-TNMMZ-VA8 jaqwnN lapovi IINn 8000NI 1309 qg ZT algel i!unsuisuapuo0JalJanuf'(uol9)j4/nioi09 OLOZE96ELL W8TW-TNOH09-VA08 on BwsuapuoO Jallanul'(uol£)j4/nim 9E 990ZE96ELL W8TW-TNOH9£-VA08 . . aqwnN PPON sjagwnN Ped I IOPOW 9 TT algel V9'V TL'V SL'V EL'V 9917 EM'V 8T'V WE 89'£ LZ'E WE 987 L9'Z ZS'Z 6E'Z MCI 08 V'L£ S'LE 6'LE V'6£ V'OV 17'017 V'OV V'OM V'017 V'0V V'OV V'OV V'OV V'017 V'OV of 8Z'S SE'S LE'S IV'S LS'S 6L'S SL'S SV'S TO'S Z9'M £Z'M T6'E 179'E TV'E EZ'E MI SL TIM E'VM 8170 T'917 9'817 Z'ZS 0'9S T'99 T'99 1'99 T'99 1'99 T'99 T'99 T'99 01 0061 LOT TST LTV SS'V 6S'V ZL'V 98'V 9617 £I'S ZL'V MET 96'£ 99'£ TV'E 8T'£ ml OL 9'SE 8'9E 9'6E S'OV 61V 81717 8'LV 8'09 0'99 0'99 0'99 0'99 0'99 0'99 0'99 Ol 09'V VS'V 8S'V 0917 69'M LL'V 98'V 96'17 90'9 9I'9 TE'S SV'S £0'S 69'V SZ'V MlI 09 O'TV E'TV 9717 VIM M 1'9V L'6V 879 Z'99 9'69 9'£9 L'L9 07L 07L 07L O'ZL X I917 L917 TL'V 69'17 Z9'17 OV'V ST'M 88'E WE SZ'E 90'E M8'Z 997 TS'Z L£'Z MCI 08 L'9E 8'9E Z'LE L'8E L'6£ L'6E L'6£ L'6£ L'6£ L'6£ L'6E L'6E L'6E L'6E L'6E Di TS'V 9937 8917 Z9'V SL'M V6'V I6'V 9917 8Z'V 96'£ T9'E VE'£ TT'£ T67 9L'Z MI SL E'LE V'LE 8'L£ 0'6E O'TV T'VM V'917 V'LM V'LV M'LV V'LV V'LV V'LM V'LV V'LV O1 OOLT 8V'V ZS'V LST VS'M 89'17 OLT ES'V £617 01'9 69'V T£'V Z6'£ £9'E 6E'£ 9T'£ MCI OL E'SE V'8E Z'6E TOM E'TV Z'MV 0'LV 6'6V O'SS 0'99 0'99 0'99 0'99 O'SS O'S9 31 91717 IS'V SS'V LTV 9917 VL'V E817 Z6'V ZO'S ET'S LZ'S MV'S 6617 SS'V ZZ'V MCI 09 Z'OM 9'OM 8'TM 9'EV 6'9V 8'8V 6'TS Z'SS L'89 979 9'99 L'OL L'OL L'OL L'OL Ol V917 OLT VL'V ZL'M 9917 ZV'V 8T'7 06'E LS'£ LZ'E 80'E 997 L9'Z ZS'Z 6E'Z MCI 08 Z'9E E'9£ 9'9£ Z'SE T'6E T'6E T'6£ T'6E T'6£ T'6E I'6E T'6E T'6£ T'6£ T'6E of 9L'V T8'17 £817 L8'M TO'S TZ'S 8T'9 06'17 TS'V 9T'17 T8'£ ZS'E LZ'E LOT T67 MCI SL 9'8E 9'8£ 0'6E Z'OV V'ZV 9'9V 6'LV 6'8V 6'9V 6'817 6'8V 6'8V 6'SV 6'8V 6'8V 01 OOST ZS'V 99'17 T9'V LS'V T9'V EL'V 98'17 96'V ET'9 IL'V V£'V V6'£ S9'E IV'£ 8T'£ MCI OL 6'LE 0'SE 8'8£ 9'6E L'OV 9'EV V'917 Z'6M Z'VS Z'MS Z'VS Z'VS Z'VS Z'VS Z'VS Ol 6V'17 ES'V LS'V 6917 89'V LL'V 99'V S6'17 90'9 SI'S 0£'9 LV'S ZO'S 99'17 VZ'V MCI 09 L'6E 0'017 Z'TM 67V Z'SM T'9M T'TS V'MS 6'LS 919 9'99 L'69 L'69 L'69 1'69 01 mmmm� suoijL,DyD,qdS pnpoid •:SGI PSOO 6 AHRI 210/240 Performance Data r✓•�e o1 i;l a.• oar a } n <..a' i ��v 1 � ]1 y ""'R^y f. - i C 0 TSFj � ".'a•}�� � � 1 S .. ���'°1pFy��.I Z YJs 4 y 'R+fi�� • � hl� ' �r� 3 BOVA-36HDN1-M18M BVA-24WN1-M18 24000 13.0 18.5 24000 9.5 19000 800 BOVA-36HDN1-M18M BVA-36WN1-M18 34600 11.4 17.5 34200 9.0 24000 1120 BOVA-60HDN1-M18M BVA-36WN1-M18 35200 12.5 18.5 35200 10.5 24000 1120 B0VA-60HDN1-M18M BVA-48WN1-M18 47000 12.5 18.5 46500 9.5 35000 1560 BOVA-60HDN1-M18M BVA-60WN1-M18 57000 11.2 17.5 55000 9.5 40000 1700 Table 14 1 Energy Efficiency Ratio;Certified per AHRI 210/240 2 Seasonal Energy Efficiency Ratio;Certified per AHRI 210/2403 3 HSPF=Heating Seasonal Performance Factor;Certified per AHRI 210/240 4 Jumper cut ordip switch off Items in bold boxes meet the requirements for ENERGY STAR Invei ter Ducted r •.Coil Only AHRI 210/240 Performance Data- Heating Outdoor Unit Model i Cased Coil N/lodel BOVA-36HDN1-M18M BMAC2430ANTD 23400 11.5 15.0 24000 9.0 17200 700 BOVA-36HDN1-M18M BMAC2430BNTD 23400 11.5 15.0 24000 9.0 17200 700 BOVA-36HDN1-M18M BMAC3036ANTD 32000 10.0 14.5 35000 9.0 22000 900 B0VA-36HDN1-M18M BMAC3036BNTD 32400 10.0 14.5 35000 9.0 23000 1000 BOVA-36HDN1-M18M BMAC3036CNTD 32400 10.0 14.5 35000 9.0 23000 1000 BOVA-36HDN1-M18M BMAC4248BNTF 32400 10.0 15.0 35000 9.0 23000 1000 BOVA-36HDN1-M18M BMAC4248CNTF 32400 10.0 15.0 35000 9.0 23000 1000 BOVA-60HDN1-M18M BMAC4248BNTF 44500 11.0 16.0 45500 9.5 31000 1150 BOVA-60HDN1-M18M BMAC4248CNTF 46000 11.0 16.0 47000 9.5 32000 1300 BOVA-60HDN1-M18M BMAC4248DNTF 46000 11.0 16.0 48000 9.5 32000 1400 BOVA-60HDN1-M18M BMAC4860CNTF 54000 10.5 16.0 55500 9.5 32000 1300 BOVA-60HDN1-M18M BMAC4860DNTF 55000 10.5 16.0 56000 9.5 39000 1500 Table 15 1 Energy Efficiency Ratio;Certified per AHRI 210/240 2 Seasonal Energy Efficiency Ratio;Certified per AHRI 210/2403 3 HSPF=Heating Seasonal Performance Factor;Certified per AHRI 210/240 4 Jumper cut ordip switch off 5151 Always check the rating plate for electrical data on the unit being 1installed.The above data are for reference only. Bosch Thermotechnology Corp.111.2019 Data subject to change Bosch 105BOVA, ee • e 1 • e • • . 040• • 1. System .e •. Outdoor Unit Model Cased Coil Model Pa"",.1 5 F...... HPC • . EEW SEER2 Hi HSPP Low- v.: BOVA-36HDN1-M18M BMAC2430ANTD BGH96MO6OB3A 23600 12.5 18 24000 9.5 17000 780/630 2 Ton BOVA-36HDN1-M18M BMAC2430ANTD BGH96MO8063A 23600 12.5 18 24000 9.5 17000 750/550 BOVA-36HDN1-M18M BMAC2430BNTD 13GH96MO6OB3A 24000 12.5 18 24000 9.5 18000 820/680 BOVA-36HDN1-M18M BMAC2430BNTD 13GH96MO8OB3A 24000 12.5 18 24000 9.5 18000 800/600 BOVA-36HDN1-M18M BMAC3036ANTD BGH96MO6OB3A 33000 10.5 16.5 34200 9 22600 1050/800 BOVA-36HDN1-M18M BMAC3036ANTD BGH96MO8OB3A 33000 10.5 16.5 34200 9 22600 1050/800 3 Ton BOVA-36HDN1-M18M BMAC3036BNTD BGH96MO6OB3A 33600 10.6 16.5 34200 9 23000 1100/850 BOVA-36HDN1-M18M BMAC3036BNTD BGH96MO80133A 33600 10.6 16.5 34200 9 23000 1100/850 BOVA-36HDN1-M18M BMAC3036CNTD BGH96MO8OC4A 34000 10.6 16.5 34200 9 23000 1000/800 BOVA-36HDN1-M18M BMAC3036CNTD BGH96M100C5A 34000 10.6 16.5 34200 9 23000 1050/800 BOVA-60HDN1-M18M BMAC42486NTF BGH96MO8OB3A 43000 10.5 17.5 45500 9 31000 1200/1000 BOVA-60HDN1-M18M BMAC4248CNTF BGH96MO8OC4A 44000 11 18 46000 9 31500 1500/1200 4Ton BOVA-60HDN1-M18M BMAC4248CNTF BGH96M100C5A 45000 11.2 18 47000 9 31500 1450/1150 BOVA-60HDN1-M18M BMAC4248DNTF BGH96M100D5A 45500 11.2 18 47000 9 32000 1450/1200 BOVA-60HDN1-M18M BMAC4248DNTF BGH96M12OD5A 45500 11.2 18 47000 9 32000 1450/1200 BOVA-60HDN1-M18M BMAC486OCNTF BGH96M100C5A 52500 10 17 53500 9.5 37000 1400/1100 5Ton BOVA-60HDN1-M18M BMAC4860DNTF BGH96M100D5A 53000 10.5 17.5 54000 9.5 38000 1450/1150 BOVA-60HDN1-M18M BMAC4860DNTF BGH96M12OD5A 53000 10.5 17.5 54000 9.5 38000 1450/1150 Table 16 1 Energy Efficiency Ratio;Certified per AHRI 210/240 2 Seasonal Energy Efficiency Ratio;Certified per AHRI 210/2403 3 HSPF=Heating Seasonal Performance Factor;Certified per AHRI 210/240 4 Jumper cut or dip switch off Items in bold boxes meet the requirements for ENERGY STAR • Always check the rating plate for electrical data on the unit being 1 installed.The above data are for reference only. Data subject to change 11.2019 1 Bosch Thermotechnology Corp. Product . C. '• 7 Suction Corrected Factor BOVA•Suction Line Connection Size 3/4"O.D. 3/4'O.D. 7/8"O.D. 7/8'O.D. Suction Line Run-Feet 3/4"Std. 3/4"Std. 7/8"Std. 7/8"Std. 5/8"Opt. 5/8"Opt. 3/4"Opt. 3/4"Opt. Standard 1.00 1.00 1.00 1.00 25' Optional 1.00 0.99 0.99 0.98 Standard 0.99 0.99 0.99 0.99 50' Optional 0.99 0.98 0.98 0.97 100' Standard 0.99 0.98 0.98 0.97 Optional 0.98 0.95 0.97 0.95 Table 17 Std:Standard size Using suction line larger than shown in chart will result in poor oil return Opt:Optional size ' and is not recommended. 8 Sound Data •• • .•. dB-Center Fi equency Hz Sound 3 Ton 56(Low speed) 52.8 47.1 44.8 47.7 45.9 40.4 33.4 40.8 77(High speed) 73.2 67.8 68.9 69.1 66.1 61.3 59.6 58.9 5 Ton 50(Low speed) 42.6 44.9 43.5 42.1 38.9 33.4 27.4 26.4 79(High speed) 73.1 74.1 70.1 70.1 69.6 64.5 60.1 53.6 Table 18 IDS Outdoor Unit Sound Power Level J] Sound data includes standard compressor blanket. 1 Bosch Thermotechnology Corp.111.2019 Data subject to change Bosch IDS BOVA Product Specifications 9 Dimensions AIR DISCHARGE:ALLOW 60" MINIMUM CLEARANCE. L W AIR INLETS LOUVERED PANELS ALLOW 20" ALLOW A MINIMUM OF MINIMUM CLEARANCE 12"CLEARANCE ON ONE o0 SIDE OF ACCESS PANEL TO A WALL AND A MINIMUM OF 24"ON THE ADJACENT SIDE OF ACCESS PANEL NOTE:APPEARANCE OF UNIT MAY VARY Figure 2 • D BOVA 36 24-15/16[633] 29-1/8[740] 29-1/8[740] BOVA 60 33-3/16[843] 29-1/8[740] 29-1/8[740] Table 19 Data subject to change 11.2019 Bosch Thermotechnology Corp. DE WE BUILDING DEPARTMENT VILLAGE OF RYE BROOK juN -7 2022 938 KING STREET RYE BROOK, NY 10573 VILLAGE OF RYE BROOK (914) -0668 BUILDING DEPARTMENT w%,w 1rook.ort! *********************************************************************************************************** FOR OFFICE USE ONLY: � BOT Approval Date: PB Approval Date: ^ BOT Disapproval Date: _ PB Disapproval Date: Attach Resolution Hereto: BOT[ ] PB[ ZBA [ ] Chairman: , SITE PLAN FEE:* f tD DATE PAID: ENVIRONMENTAL FEE: DATE PAID: Z �� Z 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.Eyebrook.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. Application fees are non-refundable. The applicant's Escrow Account must hare a positive balance at all times prior to arn,Consultant,Attorney, or t7llage revieir. Escrorti Fees and Site Plan Fees must be paid on separate checks made payable to the Village of Rye Brook. *********************************************************************************************************** 1. Site Address' Z illv" V L�- WLwl� Parcel ID#: 13.5..E Zone: 2. Property Owner: 1 Address: 4 ) • r, I E-Mail: Tel.#: ���.��, �� Other: 3. Applicant: X 1O -tM Address:l5AWLW f l �E ( w1 ,4Jf;l /U( 10S L E-Mail: Aj1<j0jAan Tel.#: ZI3—S'ZZS Other: 4. Design Professional: SML, PLLA,_ — (z te.K t&4LA An�FjLI Address: l24) 81Fa&A-t) A_,\AL,,.,4t t09.1- E-Mail: Ik1coA o jer CJ�L�I�L� 0^, Tel.#: I m— l— 5-?' Other: 5. Designate to whom correspondence is to be sent: P—0( LA A/t_W\ Note: if applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. 1 8/12/2021 6. Street which property abuts: 0_fA 1-k1%,L 7. Does property connect directly into State or County highway? (ENO O YES: 8. Is site within 500 feet of Village Boundary? (1C)!NO ( )YES If yes note all bordering municipalities: 9. Total area of site: Z1018L) Area of site activity: Z3c-6Z Se bL5W t3kr1X 10. Site coverage: 10 %; Building coverage: 10 % 1 l. Existing building size: +0W SF New/additional building size: 'ZZ41k SF 12. Existing parking spaces: Al�.A New parking spaces: /v 1A 13. Nature of proposed activity: S\/"lLE, RES!I bfW - AJJ CVWd6f �M e025TwL ****************************************************************************************** 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: , 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 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 litT� Sworn to before me this CQ day of .�W�C 20 21:2— day of Not u 4c Not Si na re of P pe O er gna r of licapt ' I Prin Name of t ro erty Owner Prinl Name o Applicant KIMBERLY ROMANINO KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. 01 RO6134291 No, O1 RO6134291 9uafidecl I., Putnam County 9uafliled I., Putnam County My Comrrilssion Expires September 26, �a�as My Commission Expires September 26, OolS 2 8/12/2021 t /E BR__ VILL OF RY\ OOK LOT Q13 938 King S t,Rye Broo ' .Y. 10573 9 9-07 SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.ryebrook.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: 1. APPLICATIONS. Completed and signed including correspondences. 2. CHECKLIST. Completed and signed. 3. PLANS. Signed, Sealed & Dated. Four paper (4) copies and one (1) electronic version. One (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 shown on the record set. 4. FEES: All application fees and Environmental fee. A separate check for filing fee and Environmental fee. 5. Environmental Assessment Form. Form available on the NYS DEC website and mapper. 6. Electronic Copy. Complete copy of all plans and shall be submitted electronically at time of submission. 7. Notarized Affidavit of Sign Posting& Mail Notification. I, (Applicant's signature)have read the Notification Requirements of Code Section 250-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: k0bJ V►SJ1� Applicant: Al w '&Lto ow Address: l.��lE Tel.#: n_'_S' 5ZI1 Fax: E-Mail: A�W ZC Adams � `I►��^a0. (on�+ Project Name: S.)-P-SAN%114ov Project Address: �i �LAt" t'nt L s ,.WF_ �� -u0y Current Property Owner: Address is 0641 14f/I j Tel. #:jqg►) �J3qq3 Fax: E-Mail: IDENTIFICATION OF PROPERTY: Identifying Title: SW 6� r' r t;; ,,F WrI A L Tax Designation: Section: Block: Lot: , Zoning District: Street which property abuts: et_rA 'Z�Kk%)F_ Plan Submission Date: Site Plan Checklist Page 1 of 7 8/12/2021 Project Address? Fxp^ ONV— �� ✓F_ Y_ NA PLAN REQUIREMENTS t 00 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. 0 O O One(1)electronic copy of all submitted plans and surveys. 4/0 O Topographic Survey stamped by New York State Land Surveyor with license number and seal. WO O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 410 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. 4/0 O Name of the proposed subdivision plan. 410 O Name and address of the owner of record. 0/O O Name and address of the applicant. 9 O O Deed reference(s). ((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. (4 O O North arrow and scale. O O Location map at the minimum scale of 1"equals 1,000 feet. dO O Area of all lots,in square feet. dO O Engineering notes on plans as stated in application packages. 4 O O Copies of all existing and proposed deed restrictions or covenants applying to the property, including,but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all / private roads,recreation,and open space areas. WO O Any prior land use approvals with respect to the subject property. WO O Date the plans were first drafted. Any revision(s)made to any of the sheets first submitted are to be so noted in the revision block. The revision block is to be placed on the originals of the revised sheets. Additional paper copies are to be made& submitted for the Planning Board&Building Dept.to replace those sheets previously submitted. (� O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & / screening. t1 O O 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. 0/0 O O Fees paid to The Village of Rye Brook Building Department. d O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle VNA ABUTTING PROPERTYINFORMATION O 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. WO O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. 410 O Location and description of existing easements within one hundred(100)feet of the site. 00 O Location of existing private or public trails within one hundred(100)feet of the site. 010 O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. 0 O Location of proposed parkland.If none state nearest recreation facility H-/O O Location of existing septic system leach fields within two hundred(200)feet of the site. WO 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 4 M 'l / Project AddressZ fA-M 41w, &LWE H O O 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. WNA PROPOSED SITE PLAN INFORMATION O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. O O Location of all building setback lines. ® O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the / property and extending a minimum of 25 feet into all adjacent properties. WO O 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. 400 Location and proposed development of all buffer areas,including existing vegetative cover. WO O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the // existing and proposed lots. d O O Shape,size,height and location of all existing and proposed buildings. C70 O Location and description of any existing and proposed easements. 0/O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. 00 0/ Identification of the location and amount of building area proposed for retail sales or similar commercial activity. OHO O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). (4 O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water / disposal. 00 O Location,type and size of all existing and proposed landscaping and screening including fences and walls. WO O Location,size and proposed screening of outdoor storage areas,if any. Q O O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. OO (9'/Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. (4/O O Storm drainage plan and plans for snow removal and storage. O/O (9/ Pedestrian and automobile circulation plan. WO 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 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 O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County / Best Management Practices 6 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 Location of any common lands and/or public lands. l�l O O Phasing or an estimated project construction schedule. WO O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 / Project Address H Z EV^\tw. y,lfC O O 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 WOO 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. Qt O O 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//0 O/ Cross sections of steep slope areas. 0 0 0 etaining walls or like constructions,with details of construction. O O Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. O 0 W Location of fire and other emergency zones,including the location of fire hydrants. 00 O/ 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. 00 6// Amount of any bonds required. l/ O O Amount of excavated material to be removed from site,if any. Y� NA OTHER (as applicable) (�7 O O Record of application for and approval status of all necessary permits from state and county officials and local utility companies. 0/0 O Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). O O 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 1/5/10,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 2 Ekr t RkM ok ❑ Map of County Facilities: Review the State & County Roads and Parks map (which also includes county channel lines) to identify proximity to County facilities at: www.westchestergov.com/planningdocs/pdfmaps/countystateroadsparks.pdf. Other useful map links for information about environmental features, septic/sewer map, county sewer districts map, etc can be found at: www.westchestergov.com/maps ❑ COUNTY ROAD: Applications for development on sites that abut a County road must be submitted for review by the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/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/bldgperm.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/imagesBus%20Service%2OGuidelines.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/bldgperm.htm Non-stormwater discharges to the County storm sewer system are prohibited. III.DEVELOPMENT STANDARDS The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.The list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound, Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.com/planning/maps&lists/drainbasinsl Ixl7.html ❑Watershed plans have been developed for several of the County's watersheds - the Croton, Indian Brook-Croton Gorge, Bronx River & Long Island Sound watersheds - that include specific recommendations that apply to development projects. See recommendations in watershed plans at: planning.westchestergov.com/index.php?option=com content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address Z 6lI"'I 0*J ❑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: www.dec.ny.gov/chemical/8694.html ❑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&Itemid=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/stormwater El 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. El Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. El Connections could be vehicular or pedestrian/bicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. ❑Driveway widths should be no more than 9 feet to reduce impervious surfaces. ❑Permeable paving surfaces should be used where feasible. ❑ GREEN TECHNOLOGY.New development should include as many green building elements as possible,such as:renewable building materials,energy efficient heating/cooling systems and fixtures,water saving devices,green roofs and permeable paving surfaces.Information can be obtained from the U.S.Green Building Council at: www.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 ' Project Address Z_.Ift` Vbm tbrwr ❑ 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/InvasivePlantsBrochO8.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/publications/bicycle_parking_guidelines.pdf ❑ If near a trailway or bicycle route,extra consideration should be given to bicycle accessibility such as bike lanes on internal roadways,bicycle parking and other amenities. ❑ Drive-thru lanes at uses such as banks and fast-food restaurants should also be accessible for bicycles. Waiver: Upon finding by the Building Inspector, Village Engineer, Planning Board or Board of Trustees that, due to the particular character or limited nature of development or change in use or to special conditions peculiar to a site,the submission of a final site plan,or certain portions of information normally required as part of the site development plan, is inappropriate or unnecessary or that strict compliance with said submission requirements will cause extraordinary and unnecessary hardship, such official or Board may waive such submission requirements wherever, in the opinion of such official or Board, such waiver will be consistent with the goal of promoting the public health, safety and general welfare of the community. The findings for granting such waiver shall become a part of the public record. Any waiver request must be made in writing,and include sufficient detailed information for the appropriate authority to make an informed decision. Design Professional's Certification of Completion of Checklist 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. NEW Name(Print) F-%LX LAmY& NOB 0/y�2�,� Signature LL w Date 6 f 7�I Zu`2 FAA t0053Z O Pro a Seal Site Plan Checklist Page 7 of 7 8/12/2021 Full Environmental Assessment Form Part I-Project and Setting Instructions for Completing Part 1 Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information;indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the applicant or project sponsor to verify that the information contained in Part Iis accurate and complete. A.Project and Applicant/Sponsor Information. Name of Action or Project: Proposed 3 Lot Subdivision Project Location(describe,and attach a general location map): 2 Elm Hill Drive,Rye Brook,New York 10573 Brief Description of Proposed Action(include purpose or need): The applicant is proposing to subdivide the existing lot into 3 separate lots,demolish the existing residence on the property and then build 3 houses on each of the new lots,all with associated driveways,landscaping,pool areas,walkways and stormwater mitigation practices. Name of Applicant/Sponsor: Telephone:914-273-5225 Alex Zoldan E-Mail: alexzoldan@yahoo.com Address:7 Skyline Drive,Suite 220 City/PO:Hawthorne State:New York Zip Code:10532 Project Contact(if not same as sponsor;give name and title/role): Telephone: Same as Applicant E-Mail: Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: Address: City/PO: State: Zip Code: Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes:Identify Agency and Appro%itIw Application Date Required (Actual or projected) a. City Counsel,Town Board, ❑Yes❑No or Village Board of Trustees b.City,Town or Village ®Yes❑No Site Plan Approval,Subdivision Approval. Planning Board or Commission Stormwater Permit,Road Work Permit c.City,Town or ❑Yes❑No Village Zoning Board of Appeals d.Other local agencies ®Yes❑No SUEZ Water Approval e.County agencies ❑Yes❑No f.Regional agencies ❑Yes❑No g.State agencies ®Yes❑No NYSDEC SPDES Permit,SHPO h.Federal agencies ❑Yes❑No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes®No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,vale or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ❑Yes®No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes❑No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example:Greenway; ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? R-12 Residential District b. is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?Blind Brook b.What police or other public protection forces serve the project site? Rye Brook Police Department c.Which fire protection and emergency medical services serve the project site? Portchester Fire Department d.What parks serve the project site? Crawford Park D.Project Details D.1.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational;if mixed,include all components)?Residential b.a.Total acreage of the site of the proposed action? 1.596 acres b.Total acreage to be physically disturbed? 1.425 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.596 acres c.Is the proposed action an expansion of an existing project or use? ❑Yes®No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet)? % Units: d.Is the proposed action a subdivision,or does it include a subdivision? ®Yes❑No If Yes, i.Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) Residential ii. Is a cluster/conservation layout proposed? ❑Yes®No iii.Number of lots proposed? 3 iv. Minimum and maximum proposed lot sizes? Minimum 0.529 Maximum 0.536 e.Will the proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: 6 months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: Page 3 of 13 f.Does the project include new residential uses? ®Yes❑No If Yes,show numbers of units proposed. One Family Two Family Three Family Multiple Family(four or more Initial Phase At completion of all phases 3 g.Does the proposed action include new non-residential construction(including expansions)? ❑Yes®No If Yes, i.Total number of structures ii.Dimensions(in feet)of largest proposed structure: height; width; and length iii.Approximate extent of building space to be heated or cooled: square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ®Yes❑No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment:Underground Stormwater Detention Systems ii. If a water impoundment,the principal source of the water: ❑Ground water❑Surface water streams®Other specify: Stormwater Runoff iii. If other than water,identify the type of impounded/contained liquids and their source. iv.Approximate size of the proposed impoundment. Volume: million gallons;surface area: acres v.Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? ii.How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv.Will there be onsite dewatering or processing of excavated materials? Yes No If yes,describe. v.What is the total area to be dredged or excavated? acres vi.What is the maximum area to be worked at any one time? acres vii.What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Yes❑No ix. Summarize site reclamation goals and plan: b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment Yes No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: iii.Will the proposed action cause or result in disturbance to bottom sediments? ❑Yes❑No If Yes,describe: iv.Will the proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes❑No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v.Describe any proposed reclamation/mitigation following disturbance: c.Will the proposed action use,or create a new demand for water? ®Yes❑No If Yes: i.Total anticipated water usage/demand per day: 1.320 gallons/day ii.Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: SUEZ Westchester • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? m Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? m Yes[--]No iii.Will line extension within an existing district be necessary to supply the project? ❑Yes ONo If Yes: • Describe extensions or capacity expansions proposed to serve this project: • Source(s)of supply for the district: iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ 1 cs®No If,Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • Proposed source(s)of supply for new district: v. If a public water supply will not be used,describe plans to provide water supply for the project: vi.If water supply will be from wells(public or private),what is the maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1,320 gallons/day ii.Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): Sanitary Wastewater iii. Will the proposed action use any existing public wastewater treatment facilities? ®Yes❑No If Yes: • Name of wastewater treatment plant to be used: Blind Brook Wastewater Treatment Plant • Name of district: Blind Brook • Does the existing wastewater treatment plant have capacity to serve the project? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yesgl]No Page 5 of 13 • Do existing sewer lines serve the project site? OYes❑No • Will a line extension within an existing district be necessary to serve the project? ❑YesmNo If Yes: • Describe extensions or capacity expansions proposed to serve this project: iv. Will a new wastewater(sewage)treatment district be formed to serve the project site? ❑Yes®No If Yes: • Applicant/sponsor for new district: • Date application submitted or anticipated: • What is the receiving water for the wastewater discharge? v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge or describe subsurface disposal plans): vi. Describe any plans or designs to capture,recycle or reuse liquid waste: e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ®Yes❑No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i.How much impervious surface will the project create in relation to total size of project parcel? Square feet or 0.432 acres(impervious surface) Square feet or 1.596 acres(parcel size) ii. Describe types of new point sources. Roof Drain Leaders,Pool Overflow Outlets,Stormwater Mitigation System Outlets iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties, groundwater,on-site surface water or off-site surface waters)? On-Site Stormwater Management Facilities • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adjacent properties? ❑Yeso No iv. Does the proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ®Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stationary sources during construction(e.g.,power generation,structural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes ONo or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • Tons/year(short tons)of Carbon Dioxide(CO2) • Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric): U.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening [_-]Weekend ❑Randomly between hours of to ii. For commercial activities only,projected number of truck trips/day and type(e.g.,semi trailers and dump trucks): iii. Parking spaces: Existing Proposed Net increase/decrease iv.Does the proposed action include any shared use parking? 13Yes❑No v If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: vi. Are public/private transportation service(s)or facilities available within''/2 mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand ❑Yes®No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii.Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): iii. Will the proposed action require a new,or an upgrade,to an existing substation? ❑Yes❑No 1. Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday: 8AM-6PM OR DUSK • Monday-Friday: N/A • Saturday: 9AM-4PM • Saturday: N/A • Sunday: NONE • Sunday: N/A • Holidays: NONE • Holidays: N/A Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, O Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: Construction Equipment during Village designated times only. ii. Will the proposed action remove existing natural barriers that could act as a noise barrier or screen? O Yes❑No Describe:Trees will be removed to accommodate the proposed construction n.Will the proposed action have outdoor lighting? OYes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: Standard residential lighting per all Village requirements and standards ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? O Yes❑No Describe:Trees will be removed to accommodate the proposed construction o.Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) ❑YesoNo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally,describe the proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i.Describe proposed treatment(s): ii.Will the proposed action use Integrated Pest Management Practices? ❑ Yes []No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal ❑ Yes ®No of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: tons per (unit of time) • Operation: tons per (unit of time) ii.Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: • Operation: iii. Proposed disposal methods/facilities for solid waste generated on-site: • Construction: • Operation: Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will the proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous❑Yes®No waste? If Yes: i.Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ii. Generally describe processes or activities involving hazardous wastes or constituents: iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: v.Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? [--]Yes[]No If Yes:provide name and location of facility: If No:describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility: .E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ® Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ® Other(specify):Crawford Park ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces 0.31 0.43 +.12 • Forested 0.19 0.09 -0.10 • Meadows,grasslands or brushlands(non- 1.07 1.05 -0.02 agricultural,including abandoned agricultural) • Agricultural 0.00 0.00 - (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) 0.00 0.00 • Wetlands(freshwater or tidal) 0.00 0.00 • Non-vegetated(bare rock,earth or fill) 0.00 0.00 • Other Describe: Page 9 of 13 C.Is the project site presently used by members of the community for public recreation? ❑Yeses No i. If Yes:explain: d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed ❑Yes❑No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: Listen-Think-Speech Therapy Southern Westchester BOCES Rye Brook Counseling&Rehab Therapy Park Avenue School,Tater Tots Daycare, The Volunteer Health Program,Congregation Kneses Tifereth e.Does the project site contain an existing dam? ❑Yes®No If Yes: i.Dimensions of the dam and impoundment: • Dam height: feet • Dam length: feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: iii.Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i.Has the facility been formally closed? ❑Yes❑ No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities: g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: L Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes❑No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s): ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: W. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? ❑Yes®No If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls: • Will the project affect the institutional or engineering controls in place? ❑Yes❑No • Explain: E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrock on the project site? >6.5 feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s)present on project site: UhB(D) 74% CrC(B) 7% ChC(B) 19% d.What is the average depth to the water table on the project site? Average: >6.5 feet e. Drainage status of project site soils:[] Well Drained: 26%of site ❑ Moderately Well Drained: 74%of site ❑ Poorly Drained 0%of site f.Approximate proportion of proposed action site with slopes: ❑ 0-10%: 73 %of site ❑ 10-15%: 12 %of site ❑ 15%or greater: 15 %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h.Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? H. Do any wetlands or other waterbodies adjoin the project site? ❑Yes®No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ❑Yes®No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: 0 Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name Approximate Size • Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes®No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No j.Is the project site in the 100-year Floodplain? ❑Yes®No k.Is the project site in the 500-year Floodplain? ❑Yes®No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes®No If Yes: i.Name of aquifer: Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: Typical Suburban Wildlife Species n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: i. Describe the habitat/community(composition,function,and basis for designation): H. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑Yes[Z]No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? If Yes: i. Species and listing(endangered or threatened): p. Does the project site contain any species of plant or animal that is listed by NYS as rare,or as a species of Yes[Z]No special concern? If Yes: i. Species and listing: q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? ❑Yes❑No If yes,give a brief description of how the proposed action may affect that use: E.3. Designated Pubfic Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands consisting of highly productive soils present? ❑Yes®No i.If Yes:acreage(s)on project site? ii. Source(s)of soil rating(s): c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i. CEA name: U. Basis for designation: iii. Designating agency and date: Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ®Yes❑No 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? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ®Historic Building or District U.Name:Eligible property:Crawford Park Community Center/Shanarock Farm/Everett and Edna Crawford House iii.Brief description of attributes on which listing is based: f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic site(s)or resources been identified on the project site? ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local ❑Yes®No scenic or aesthetic resource? If Yes: L Identify resource: iL Nature of,or basis for,designation(e.g.,established highway overlook,state or local park,state historic trail or scenic byway, etc.): ii i.Distance between project and resource: miles. i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑Yes®No Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is the best of my knowledge. Applicant/Sponsor Name JMC LC-Ric ohlander,PE Date 05/27/2022 Signature Title Engineer PRINT FORM Page 13 of 13 - f Pardesty 555 Theodore Fremd Ave.,Suite C-301 Rye,NY 10580 iPm &Hanover T:914.967.6540 www.hardestyhanover.com D [ECCMC 03 MEMORANDUM OCT - 7 2022 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: October 7, 2022 Subject: Elm Hill Drive Subdivision —Application for Approval of a Subdivision, Site Plans and Steep Slopes Permits As requested, we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist &Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision — Lot 1" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineering that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-201, "Erosion and Sediment Control Plan - Lot 1," h. Sheet C-301, "Layout Plan-Lot 1," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-401, "Grading and Utilities Plan- Lot 1," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-101, "Landscaping Plan-Lot 1," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, `Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-202, "Erosion and Sediment Control Plan - Lot 2," h. Sheet C-302, "Layout Plan- Lot 2," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-402, "Grading and Utilities Plan- Lot 2," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-102, "Landscaping Plan-Lot 2," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, `Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineering that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-203, "Erosion and Sediment Control Plan — Lot 3," h. Sheet C-303, "Layout Plan — Lot 3," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-403, "Grading and Utilities Plan — Lot 3," k. Sheet L-100, "Overall Landscaping Plan," I. Sheet L-103, "Landscaping Plan — Lot 3," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," o. Sheet C-902, "Site Details," p. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEAR. 2. Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee may be required for the proposed lots. 3. Steep Slopes Permit. The construction of the single-family homes over the 3 proposed lots will result in a total of 8,137 square feet of disturbance to the existing steep slopes on the property. The largest area of steep slopes is located on Lot 2 at the frontage along Betsy Brown Road. The proposed homes and driveways have been positioned to minimize and avoid additional disturbance to the 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. 4. Construction Staging. The Phase 2 Construction Management Plan shows that vehicle parking will still be located in the rear of Lot 1 during the construction of that home. We question if vehicles will still be able to access that area once construction of the home begins. If the area is not accessible, will the vehicles be parking along Betsy Brown Road? Hardesty &Hanover engineering that moves you All of our previous comments pertaining to the sight distance analysis have been satisfied. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner Steven T. Cipolla Senior Traffic Engineer cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant Ha rdestyf 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com ��} k MEMORANDUM SEP _ 2 2022 L vi/ To: Robert I. Goodman, Chairman, and the VILLAGE' OF RYA rROOK Planning Board of the Village of Rye Brook BUILDING', DEPARTMENT Date: September 2, 2022 Subject: Elm Hill Drive Subdivision —Application for Approval of a Subdivision, Site Plans and Steep Slopes Permits As requested, we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist & Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision — Lot 1" prepared JMC, PLLC, last revised 8/25/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," Hardesty &Hanover engineering that moves you C. Sheet C-101, "Overall Site Plan," d. Sheet C-201, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-301, "Layout Plan - Lot 1," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-401, "Grading and Utilities Plan - Lot 1," h. Sheet L-100, "Landscaping Plan - Lot 1," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 8/25/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-202, "Erosion and Sediment Control Plan - Lot 2," e. Sheet C-302, "Layout Plan - Lot 2," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-402, "Grading and Utilities Plan - Lot 2," h. Sheet L-101, "Landscaping Plan - Lot 2," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 8125/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-203, "Erosion and Sediment Control Plan - Lot 3," e. Sheet C-303, "Layout Plan - Lot 3," f. Sheet C-400, "Overall Grading and Utilities Plan," g. Sheet C-403, "Grading and Utilities Plan - Lot 3," h. Sheet L-102, "Landscaping Plan - Lot 3," i. Sheet C-900, "Site Details," j. Sheet C-901, "Site Details," Hardesty &Hanover engineering that moves you k. Sheet C-902, "Site Details," I. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEAR. 2. Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee may be required for the proposed lots. 3. Lot 1 Site Plan. a. Steep Slopes Permit. The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slopes disturbance. 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. b. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. 4. Lot 2 Site Plan. a. Steep Slopes Permit. The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slopes disturbance. 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. b. Sight Distance Analysis. The Lot 2 access drive is to Elm Hill Drive, east of the Old Oak Road intersection. A Stopping Sight Distance (SSD) analysis was provided in both directions. The SSD requirements noted on the plan are for level approach grades at 30 miles per hour; however, this section of Elm Hill Drive is a steep grade downhill from west to east. The F-M. Hardesty &Hanover engineering that moves you requirements should be adjusted for the approach grades. The SSD measurements should also be adjusted to be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should also be provided to determine the 85th percentile speeds. For westbound traffic (looking to the right), the SSD is to the T-type intersection with Betsy Brown Road. The plan indicates that the SSD available is 200 feet; however, the sight line provided on the plan measures only 175 feet. For eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway to a point 14.5 feet back from the edge of pavement (which is how Intersection Sight Distance (ISD) is measured). This sight line should travel within the roadway right-of-way and not cross over adjacent private properties. The Applicant should illustrate the revised SSD analysis appropriately for the 85th percentile speed and provide the roadway profile to confirm there are no vertical obstructions to the SSD sight line. The profiles will also confirm the approach grades needed to calculate the appropriate required SSD. The approaching vehicle eye height should be at 3.5 feet and the object at the proposed driveway height should be 2.0 feet on the profiles. If sufficient SSD cannot be provided for this lot at this location, the Applicant should consider moving the driveway to Betsy Brown Road, which would have better sight lines, is a level roadway and is a dead-end road with less traffic. C. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. 5. Lot 3 Site Plan. a. Sight Distance Analysis.The Lot 3 access drive is to Elm Hill Drive,west of the Old Oak Road intersection. An SSD analysis was provided in both directions. The requirements noted on the plan are for level approach grades at 30 miles per hour; however, this section of Elm Hill Drive is a downhill grade from west to east. The requirements should be adjusted for the approach grades. The SSD measurements should be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should be provided to determine the 85th percentile speeds. For both westbound traffic (looking to the right) and eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach Hardesty &Hanover engineering that moves you lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway. C. Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner Steven T. Cipolla Senior Traffic Engineer cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com MEMORANDUM i� LA JUL 1 1 2022 i !- To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK BUILDING DEPARTMENT Planning Board of the Village of Rye Brook Date: July 11, 2022 Subject: Elm Hill Drive Subdivision —Application for Approval of a Subdivision and Site Plans As requested, we have reviewed applications, correspondence and plans submitted by JMC, PLLC, on behalf of the Applicant, Alex Zoldan, for approval of a 3-lot Subdivision and Site Plans for the construction of 3, new single-family residences on the property located at 2 Elm Hill Drive, SBL 135.51-1-1 on the Town of Rye Tax Map, in the R-12 Zoning District. Property Description The 69,509 square-foot property, located at 2 Elm Hill Drive at the corner of Elm Hill Drive and Betsy Brown Road, is in the R-12 zoning district. It is developed with a two-story, single-family residence that was originally constructed in 1865. It has an attached two-car garage, a walkway, driveway and parking court in the front yard on Elm Hill Drive, pavement parking in the front yard on Betsy Brown Road, paved terraces and covered porches in the front and rear yards, and a swimming pool. The lot is mostly flat, sloping toward the southeast. Mature landscape plantings are located throughout the site. The portion of the rear yard that would become a new building lot is adjacent to the northern boundary of Crawford Park. Review We have reviewed application materials and plans that include the following items: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist&Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision — Lot 1" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-001, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," Hardesty &Hanover engineering that moves you d. Sheet C-201, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-301, "Layout Plan - Lot 1," f. Sheet C-401, "Grading and Utilities Plan - Lot 1," g. Sheet L-100, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 7. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 2" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-002, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-202, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-302, "Layout Plan - Lot 1," f. Sheet C-402, "Grading and Utilities Plan - Lot 1," g. Sheet L-101, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 8. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision - Lot 3" prepared JMC, PLLC, last revised 6/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-203, "Erosion and Sediment Control Plan - Lot 1," e. Sheet C-303, "Layout Plan - Lot 1," f. Sheet C-432, "Grading and Utilities Plan - Lot 1," g. Sheet L-102, "Landscaping Plan - Lot 1," h. Sheet C-900, "Site Details," i. Sheet C-901, "Site Details," j. Sheet C-902, "Site Details," k. Sheet C-903, "Site Details." 9. A Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. Hardesty &Hanover engineering thot moves you 10. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the applications: 1. SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. 2. Lot 1 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. Proposed grading on Lot 1 is shown within the dripline of existing trees #26 and #27. These trees have been labeled as"to remain." However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot. e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 3. Lot 2 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be Hardesty &Hanover engineering that moves you revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 4. Lot 3 Site Plan. a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. b. The location of the pool equipment and pool fence should be shown on the site plan. c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot. The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. d. Proposed grading on Lot 3 is shown within the dripline of existing trees#95,#96,#97 and#98 that provide screening of the new house from the existing house located to the west. These trees have been labeled as"to remain." However,the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot. e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. We look forward to discussion with the Board. Sarah L. Brown, AICP Principal Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Rick Bohlander, P.E., for the Applicant 570 Taxter Road,Suite 300 Dolph Rotfeld Engineering Elmsford, NY 10523 i' g (914)631-8600 phone (914)631-5769 fax An a Engineers Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook (� FROM: James Natarelli, P.E. D E C E O V�/J E DATE: October 13, 2022 EcT 14 2U21 SUBJECT: 2 Elm Hill Drive VILLAGE OF RYE BROOKBUILDING DEPARTMENT Subdivision/Site Plan Application In reference to the above-mentioned project,this office has received(on September 30,2022)and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture&Land Surveying, PLLC dated September 29, 2022; 2. Stormwater Pollution Prevention Plan prepared by JMC Planning Engineering Landscape Architecture&Land Surveying, PLLC dated September 29,2022; 3. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29,2022,revised September 29,2022; 4. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29, 2022,revised September 29,2022; 5. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16,2022 revised June 29,2022,revised September 29,2022. In reference to the above-mentioned project, this office has received(on October 12, 2022)and reviewed the following: 1. Preliminary Subdivision Map prepared by Ward Carpenters Engineers, Inc., dated May 26,2022 revised October 3, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review,the comments from this office's July 11,2022 memo that had been resolved in a previous submission have been removed from this memo and comments from this off ice's September 8, 2022 memo are as follows(with notes on the current submission in italics below each comment and maintaining original comment numbering): Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. A Preliminary Subdivision Map has been submitted. This comment has been resolved. . B,D•�.,p, l Mr.Nowak T Rye Brook Planning Board Elm HIN Drive-Subdivision/Site Plan Application October 13,2022 Page 2 Site Plan Comments Applicable to All Three(3)Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one(1)acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan(SWPPP)with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). Plans and supporting calculations have been submitted demonstrating compliance with the Village's requirement of total volume retention for the design storm(25-year event). Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2. Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the"Drainage Area Maps"within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. It is recommended that percolation tests be repeated and witnessed by the Village prior to issuance of a Building Permit. 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots 1 and 3(and structures CO C- 1 and CO C-2)are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. It is noted that while greater separation from existing mature trees is now provided for the proposed sewer laterals for Lots 1 and 3(and structures CO C-1 and CO C-2), excavation for these elements might still impact existing root systems requiring existing mature trees to be removed. 4. It is unclear what the"Overflow Weir Invert"column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a"bubbler" systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. Mr.Nowak Rye Brook Planning Board El lgi l It a rs Elm Nil Drive-Subdivision/Site Plan Application October 13,2022 Page 3 It is recommended that notes such as"to isolator row"and"to infiltration system"be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility Plans. 5. Plans must indicate methods of pool draining and filtration. All connections to water,drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's stormwater infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. The proposed pool filtration system appears to require backwashing. The backwash piping from this type of filter is not permitted to discharge into the stormwater infiltration system. Discharge must be directed to the sanitary sewer. A note has been added to each Grading and Utility Plan with respect to dechlorination prior to drowdown and timing separation from rain events. It is recommended that a plaque or sign be posted at the pool drainage controls with the dechlorination and draining requirements as stated on the plans. The identification of the drainage structure receiving the pool water must be confirmed on each set of plans. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. By De,yn 570 Taxter Road, Suite 300 Dolph Rotfeld Engineering Elmsford, NY 10523 (914) 631-8600 phone (914) 631-5769 fax An I.it illcct:ti Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak Village of Rye Brook — - D CCGi FROM: James Natarelli, P.E. EP 2 - DATE: September 8, 2022 FS 8 202 VILLAGE OF RYE BROOK SUBJECT: 2 Elm Hill Drive BUILDING DEPARTMENT Subdivision/ Site Plan Application In reference to the above-mentioned project,this office has received (on August 26, 2022) and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated August 25, 2022; 2. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022; 3. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022; 4. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022, revised August 25, 2022. In reference to the above-mentioned project,this office has received (on August 29, 2022) and reviewed the following: 1. Stormwater Pollution Prevention Plan prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated August 25, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review,the comments from this off ice's July 11, 2022 memo are as follows(with notes on the current submission in italics below each comment): Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Per Village code, a preliminary plat must be submitted. The plat must include any proposed easements shown on the submitted site plans. Site Plan Comments Applicable to All Three(3) Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site By Design. Mr.Nowak Rye Brook Planning Board ®Engineers Elm Hill Drive-Subdivision/Site Plan Application September 8,2022 Page 2 disturbance is greater than one(1) acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). 2. Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the "Drainage Area Maps" within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots 1 and 3 (and structures CO C- 1 and CO C-2)are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. 4. It is unclear what the "Overflow Weir Invert" column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler" systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. The proposed stormwater mitigation design is under review. 5. Plans must indicate methods of pool draining and filtration. All connections to water,drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's stormwater infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. 6. Detail for trench restoration in the Village right-of-way must be provided. Village code requirements for street and sidewalk restoration have been added to each proposed lot's plan set. This comment has been resolved. 7. Sanitary sewer service connections to main must be made with a "wye"type fittings. Details must be provided. Details have been provided on each proposed lot's plan set indicating that sewer service connections will be made with "wye"type fittings. This comment has been resolved. Improving Life. By Design. Mr.Nowak � Rye Brook Planning Board Engineers Elm Hill Drive-Subdivision/Site Plan Application September 8,2022 Page 3 8. Maximum driveway slopes must be indicated on the Grading Plans. Maximum driveway slopes have been added to each proposed lot's plan set. This comment has been resolved. 9. It must be clarified what is meant on the Erosion and Sediment Control Plans by"Proposed Underground Stormwater Management System" as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Each proposed lot's Erosion Control Plan has been updated to indicate the protection of each storm water infiltration system during construction, consistent with their proposed locations on the corresponding Grading and Utility Plans. This comment has been resolved. Continuing the numbering from the previous memo,the following is an additional comment based on the new submitted material: 10. Sanitary sewer lateral profiles' horizontal and vertical scales must be confirmed on each lot's plan set. Lot 1 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot 1's sewer lateral must be submitted with this plan set. A profile for Lot 1's sewer lateral has been provided. This comment has been resolved. 2. The "GAR. HI"and "GAR. LOW" elevations must be confirmed as it appears that a two (2)foot difference is proposed in the slope of the garage floor. The plans have been revised to only indicate the proposed garage elevations at their entrances. This comment has been resolved. Lot 2 Site Plan Comments 1. The label (and rim and invert elevation information)for the lawn inlet"LI B-2" appears to have been cut off in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. The plans have been revised to clearly show the label for lawn inlet "Ll 8-2". This comment has been resolved. Lot 3 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 1. A profile for Lot 3's sewer lateral must be submitted with this plan set. A profile for Lot 3's sewer lateral has been provided. This comment has been resolved. Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. Improving Life. By Design. 570 Taxter Road,Suite 300 Dolph Rotfeld Engineering 0523 (lls)Elmsford, Y 10 phone Ell 4) fax An M Engineers Company www.drepc.com www.aiengineers.com TO: Mr. Michal Nowak LJ L Village of Rye Brook Li �� 14 2022 FROM: James Natarelli, P.E. _ _____._� VILLAGE OE RYE EsROOK DATE: July 14, 2022 BUILDING DEPARTMENT SUBJECT: 2 Elm Hill Drive Subdivision /Site Plan Application In reference to the above-mentioned project,this office has received (on July 5,2022)and reviewed the following: 1. Memo prepared by JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC dated June 29, 2022; 2. Survey of Property prepared by Ward Carpenters Engineers, Inc. dated February 22, 2022; 3. Preliminary Subdivision Map prepared by Ward Carpenters Engineers, Inc. dated May 26, 2022; 4. Lot 1 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022; 5. Lot 2 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022; 6. Lot 3 plans prepared by JMC Planning Engineering Landscape Architecture& Land Surveying, PLLC dated May 16, 2022 revised June 29, 2022. With respect to Village Code Chapter 219 regarding Subdivision of Land and Chapter 209 regarding Site Plan Review, our comments are as follows but are not limited to: Subdivision Comments 1. All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Site Plan Comments Applicable to All Three(3) Lots' Plan Sets: 1. A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one (1) acre and if the proposed impervious area will occupy greater than 25%of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. 2. Percolation test logs and deep hole test results must be submitted. Improving Life.By Design. Mr.Nowak r Rye Brook Planning Board Engineers Elm Hill Drive-Subdivision/Site Plan Application July 14,2022 Page 2 3. It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. 4. It is unclear what the "Overflow Weir Invert" column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler"systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. 5. Plans must indicate methods of pool draining and filtration. All connections to water,drainage, and sanitary sewer utilities(as appropriate) must be shown on the plans. 6. Detail for trench restoration in the Village right-of-way must be provided. 7. Sanitary sewer service connections to main must be made with a "wye"type fittings. Details must be provided. 8. Maximum driveway slopes must be indicated on the Grading Plans. 9. It must be clarified what is meant on the Erosion and Sediment Control Plans by"Proposed Underground Stormwater Management System" as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Lot 1 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot 1's sewer lateral must be submitted with this plan set. 2. The "GAR. HI" and "GAR. LOW" elevations must be confirmed as it appears that a two (2)foot difference is proposed in the slope of the garage floor. Lot 2 Site Plan Comments 1. The label (and rim and invert elevation information)for the lawn inlet"LI B-2" appears to have been cut off in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. Lot 3 Site Plan Comments 1. A sanitary sewer profile appears to have been provided for Lot 1. A profile for Lot 3's sewer lateral must be submitted with this plan set. Upon receipt of amended plans addressing these comments,this office is prepared to continue its review. Improving Life. By Design. EAF Mapper Summary Report Saturday, May 28, 2022 12:13 PM Disclaimer: The EAF Mapper is a screening tool intended to assist 135.51-1-5135.51-1-9 I "1 j rY35.51-_1 35- - -- - project sponsors and reviewing agencies in preparing an environmental 35.50 1 48 � 1 135.51 1 23 ';' assessment form(EAF).Not all questions asked in the EAF are 135.51 1 �2 answered by the EAF Mapper.Additional information on any EAF 4 35.51 1 36 question can be obtained by consulting the EAF Workbooks. Although ' �135.51-1-8 --_-_ �- the EAF Mapper provides the most up-to-date digital data available to 135.51 I 135.51-1-6 1 7 DEC,you may also need to contact local or other data sources in order �--' YF �135.51-1-43 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. D r O +,d i 135.51-1-3 8`,I' 135.51-1-42 �.. Ottawa Mon*/al 35.50-1-51 N O 135.51-1 ram__ 135.51-1-39 1 — , r- 135.511 41 , Toronto 35.50-1-50 1.35.51-1 ! ° JP R o hrs_•1 or 135.59-1-2 1'35.59 1 28 fi r Boston : ,� _-- — — ,lam .,Providence 135.5 9 1_24' _ —�— — Cleveland -- - Jw York 135.58-1-23 ^Pitdbcrph Cnlr Philadelphia amtiri.USGS, Intemap;IP•jCREME!`.� lIRCan.Esn Japan;I.�ETI;Esn haia (Hong Koncp;Esli �lAENT�Id�RCan.Esn_lapan,laET1,Esd China(Hong Kona,Esn Korea,Esri l?haliancll, N(;t ,fdj�OpeiStreetrvtap contribLdors; and the GIS User Comm unity cfdn@1)eiStreetN1iap corftdb Community� B.i.i [Coastal or Waterfront Area] No B.i.ii [Local Waterfront Revitalization Area] No C.2.b. [Special Planning District] Digital mapping data are not available or are incomplete. Refer to EAF Workbook. E.1.h [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Potential Contamination History] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Listed] Workbook. E.1.h.i [DEC Spills or Remediation Site- Digital mapping data are not available or are incomplete. Refer to EAF Environmental Site Remediation Database] Workbook. E.1.h.iii [Within 2,000'of DEC Remediation No Site] E.2.g [Unique Geologic Features] No E.2.h.i [Surface Water Features] No E.2.h.ii [Surface Water Features] No E.2.h.iii [Surface Water Features] No E.2.h.v[Impaired Water Bodies] No E.2.i. [Floodway] No E.2.]. [100 Year Floodplain] No E.2.k. [500 Year Floodplain] No E.2.1. [Aquifers] No E.2.n. [Natural Communities] No E.2.o. [Endangered or Threatened Species] No E.2.p. [Rare Plants or Animals] No E.3.a. [Agricultural District] No Full Environmental Assessment Form - EAF Mapper Summary Report E.3.c. [National Natural Landmark] No E.3.d [Critical Environmental Area] No E.3.e. [National or State Register of Historic Yes- Digital mapping data for archaeological site boundaries are not Places or State Eligible Sites] available. Refer to EAF Workbook. E.3.e.ii [National or State Register of Historic Eligible property:Crawford Park Community Center/Shanarock Farm/Everett Places or State Eligible Sites- Name] and Edna Crawford House E.3.f. [Archeological Sites] No E.3.i. [Designated River Corridor] No Full Environmental Assessment Form - EAF Mapper Summary Report 2 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning September 29, 2022 SEP 2 q 2022 Michal Nowak, Superintendent of Public Works Rye Brook Village Hall 938 King Street Rye Brook, New York 10573 RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments/Concerns Expressed in a Memorandum from Hardesty& Hanover, dated September 2. 2022, and from Dolph Rotfeld Engineering, dated September 8. 2022: Dear Mr. Nowak, This letter has been prepared to address comments and concerns expressed in a Memorandum from Hardesty & Hanover, dated September 2, 2022 and from Dolph Rotfeld Engineering, dated September 8, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: 1. Hardesty & Hanover Memorandum dated September 2. 2022 Comment No. I SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. Response No. I Noted. Comment No. 2 Subdivision. In accordance with Section 219-26.A(4) of the Subdivision Law, a recreation fee may be required for the proposed lots. JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK,NY 10504 1914.273.52251 MAIL@JMCPLLC.COM I JMCPLLC.COM Response No. 2 The applicant is prepared to pay the recreation fee upon receipt. Comment No. 3.o. (Lot I Site Plan.) Steep Slopes Permit The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slope's disturbance. 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. Response No. 3.a. Drawing C-100 titled "Overall Existing Conditions Map & Demolition Plan", has been updated to include the steep slope areas to be disturbed along with the square footage of each steep slope category to be disturbed. Comment No. 3.b. (Lot I Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 3.b. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. Comment No. 4.a. (Lot 2 Site Plan.) Steep Slopes Permit The construction of the single-family home will result in disturbance to the existing steep slopes on the property. The site plans should be revised to identify and quantify the area of the steep slope's disturbance. 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. Response No. 4.a. Drawing C-100 titled "Overall Existing Conditions Map & Demolition Plan", has been updated to include the steep slope areas to be disturbed along with the square footage of each steep slope category to be disturbed. Comment No. 4.b. (Lot I Site Plan) Sight Distance Analysis. The Lot 2 access drive is to Elm Hill Drive, east of the Old Oak Road intersection. A Stopping Sight Distance (SSD) analysis was provided in both directions. The SSD requirements noted on the 2 plan are for level approach grades at 30 miles per hour, however, this section of Elm Hill Drive is a steep grade downhill from west to east The requirements should be adjusted for the approach grades. The SSD measurements should also be adjusted to be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should also be provided to determine the 85th percentile speeds. For westbound traffic (looking to the right), the SSD is to the T-type intersection with Betsy Brown Road. The plan indicates that the SSD available is 200 feet, however, the sight line provided on the plan measures only 175 feet For eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway to a point 14.5 feet back from the edge of pavement (which is how Intersection Sight Distance (ISD) is measured). This sight line should travel within the roadway right-of-way and not cross over adjacent private properties. The Applicant should illustrate the revised SSD analysis appropriately for the 85th percentile speed and provide the roadway profile to confirm there are no vertical obstructions to the SSD sight line. The profiles will also confirm the approach grades needed to calculate the appropriate required SSD. The approaching vehicle eye height should be at 3.5 feet and the object at the proposed driveway height should be 2.0 feet on the profiles. If sufficient SSD cannot be provided for this lot at this location, the Applicant should consider moving the driveway to Betsy Brown Road, which would have better sight lines, is a level roadway and is a dead-end road with less traffic. Response No. 4.b. A travel speed survey was conducted with radar on 9/12/2022 of vehicles traveling along Elm Hill Drive in both directions as well in the southbound direction along Betsy Brown Road approaching Elm Hill Drive. As indicated in Tables S-I, the 85`h percentile speed was 20 mph for vehicles traveling along southbound Betsy Brown Road. As indicated in Tables S-2 and S-3, the 85`' percentile speed was 21 mph for vehicles traveling along westbound Elm Hill Drive and 24 mph for vehicles traveling along eastbound Elm Hill Drive. The posted speed limit along Betsy Brown Road and Elm Hill Drive is 30 mph. Using the design speeds mentioned above, the desired stopping sight distances were calculated based on methodologies from American Association of State Highway and Transportation Official's (AASHTO) "A Policy on Geometric Design of Highways and Streets", latest edition. The stopping sight distance calculations have accounted for the existing roadway grades along Betsy Brown Road and Elm Hill Drive. At the Lot I site driveway approach onto Betsy Brown Road, the desirable stopping sight distance for vehicles exiting (looking left) is 110 feet. Betsy Brown Road ends approximately 50 feet south of the site driveway for Lot 1. At the Lot 2 and 3 site driveway approaches onto Elm Hill Drive, the desirable stopping sight distance for vehicles turning left (looking right) is 110 feet. The desirable stopping sight distance for vehicles turning right (looking left) is 155 feet. 3 Drawing C-102 depicts the desirable stopping sight distances measured along the center of the travel lanes as well as the driver's sight lines for the studied sight distance locations. Profile views have also been provided along the vehicle sight lines. The existing vegetation west of the Lot 3 site driveway has been indicated to be removed within the right-of-way. With the removal of the existing vegetation along Betsy Brown Road the desired stopping sight distances are satisfied for all site driveways. Comment No. 4.c. (Lot 2 Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 4.c. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. Comment No. 5.a. (Lot 3 Site Plan.) Sight Distance Analysis. The Lot 3 access drive is to Elm Hill Drive, west of the Old Oak Road intersection. An SSD analysis was provided in both directions. The requirements noted on the plan are for level approach grades at 30 miles per hour, however, this section of Elm Hill Drive is a downhill grade from west to east. The requirements should be adjusted for the approach grades. The SSD measurements should be measured along the center of the approach lanes, not the center of the roadway as shown on the plans. A speed study should be provided to determine the 85th percentile speeds. For both westbound traffic (looking to the right) and eastbound traffic (looking to the left), the SSD sight line should be illustrated from the approaching vehicle in the center of the approach lane to a point in the approach lane in front of the proposed driveway. The plan illustrates the SSD sight line from the center of the roadway. Response No. 5.a. See comment response 4.b above. Comment No. 5.c. (Lot 3 Site Plan.) Construction Staging. The Applicant should provide a construction management plan that includes, but is not limited, to where equipment will be stored, worker parking and how deliveries will be handled. Response No. 5.c. As mentioned at the last Planning Board meeting, the site work will be split into two phases as shown on the newly added drawings C-102 & C-103 titled "Phase I Construction Management 4 Plan" & "Phase 2 Construction Management Plan", respectively. Each drawing depicts where equipment will be stored, where workers vehicles will be parked and show the vehicle path and temporary drop off area for materials. 2. Dolph Rotfeld Engineering Memorandum dated September 8. 2022 Subdivision Comments: Comment No. I All proposed easements must be shown on the preliminary plat including the utility easement for Lot I. Per Village code, a preliminary plat must be submitted. The plat must include any proposed easements shown on the submitted site plans. Response No. I An updated Subdivision Plat showing all proposed easements has been included with this submission. Site Plan Comments Applicable to All Three (3) Lots' Plan Sets: Comment No. I A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one (I) acre and if the proposed impervious area will occupy greater than 25% of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. The proposed stormwater management design does not comply with the Village's requirement of total volume retention for the design storm (25-year event). Response No. I Because the total proposed site disturbance is greater than one (1) acre and the proposed impervious area will occupy greater than 25% of the site at build-out, an updated Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices in compliance with the requirements of the NYSDEC Stormwater Design Manual has been in included with this submission. Manufacturer sheets for each infiltration system have been added to Appendix E in the Stormwater Pollution Prevention Plan. These sheets highlight the total water quality storage volume provided by each system compared to the total runoff volume (during the 25-year storm event, which is equal to 6.4 inches of water) from all impervious areas on each lot. The total storage volume 5 provided by each system is greater than the volume of stormwater runoff during the 25-year storm event. Comment No. 2 Percolation test logs and deep hole test results must be submitted. Percolation test logs and deep hole test results have been provided on the "Drainage Area Maps"within the submitted Stormwater Pollution Prevention Plan. This comment has been resolved. Response No. 2 Resolved. Comment No. 3 It is recommended that the proposed landscaping plan avoid the planting of trees on or near utility services. Tree canopies should be considered as an indicator of root systems when considering the buffers around utility piping. The deep excavations required to install the sewer laterals for Lots I and 3 (and structures CO C-I and CO C-2) are likely to adversely affect the root systems of several mature trees which are proposed to remain but might need to be removed as a result of the proposed work. Additionally, it is recommended that greater separation be provided between the Lot 2 infiltration systems and adjacent proposed trees. It is also recommended that greater consideration be given to the separation between proposed plantings and the sewer lateral for Lot 3. Response No. 3 All proposed landscaping has been relocated to show the canopies outside of the proposed underground utility service areas. The landscaping around the Lot 2 infiltration systems has been updated along with the landscaping around the Lot 3 sanitary sewer service to maintain and adequate buffer between the two. The landscaping along the western property lines of both Lots I and 3 has also been bolstered to provide additional screening. Comment No. 4 It is unclear what the "Overflow Weir Invert"column on the Schedule of Inverts chart is intended to signify as it is indicated in the response memo that the stormwater systems are designed as a "bubbler"systems. If the systems include internal weirs and overflow routing, then additional details must be provided as appropriate. The proposed stormwater mitigation design is under review. 6 Response No. 4 This overflow elevation has been clarified by adding a pipe that connects straight into the infiltration system itself, not the isolator row. The pipe going straight into the isolator row will remain and this pipe will terminate at the same invert as the bottom of the system, taking the "first flush" of stormwater containing any debris and contaminants that will then be kept in the isolator row by the geotextile fabric and out of the infiltration system. The added pipe that will connect directly into the infiltration portion of the stormwater system will be set 18" higher in the lawn inlet directly upstream of the stormwater system and the lawn inlet will then act as a bypass, directing runoff into the isolator row until stormwater reaches a level where it will then be conveyed into the infiltration system. The only on-site stormwater infiltration system that is not designed this way is the 3-unit system designated as "213" that will only be accepting roof runoff that will not need this pretreatment as the gutter system will act as the pretreatment into this system and the contaminants that may be found on the asphalt from cars will not be encountered in this situation. It should be noted that the only system that will overtop, or act as bubbler, is the system designated as "2A" and this will only occur during the 100-year storm event. This overflow will then be conveyed by a grass Swale through various plantings towards Betsy Brown Road, as it was under existing conditions. Comment No. 5 Plans must indicate methods of pool draining and filtration. All connections to water, drainage, and sanitary sewer utilities (as appropriate) must be shown on the plans. It is noted that the method of proposed pool draining and draw down is by means of each lot's stormwater infiltration system. There must be no chlorine residual in the pool water prior to discharge to the stormwater infiltration systems. The anticipated method of pool filtration must also be provided. Response No. 5 Note #10 has been added to the grading and utilities plans for each lot's set of site plans that states the following: "POOL WATER SHALL BE DECHLORINATED PRIOR TO DRAWDOWN AND SHALL BE DRAINED TO PROPOSED DRAINAGE STRUCTURE DI-5. THIS SHALL BE PERFORMED WHEN THERE IS NO RAIN IN THE 48-HOUR FORECAST AND WHEN THE WATER IS FREE OF CHLORINE (10 DAYS OF NO CHLORINE PRIOR TO DISCHARGE." Detail #25 has been added to drawing C-903 detailing which type of filter will be used for each lot's pool. Comment No. 6 Detail for trench restoration in the Village right-of-way must be provided. Village code requirements for street and sidewalk restoration have been added to each proposed lot's plan set This comment has been resolved. 7 Response. No. 6 Resolved. Comment No. 7 Sanitary sewer service connections to main must be made with a "Wye"type fittings. Details must be provided. Details have been provided on each proposed lot's plan set indicating that sewer service connections will be made with "wye"type fittings. This comment has been resolved. Response No. 7 Resolved. Comment No. 8 Maximum driveway slopes must be indicated on the Grading Plans. Maximum driveway slopes have been added to each proposed lot's plan set This comment has been resolved. Response No. 8 Resolved. Comment No. 9 it must be clarified what is meant on the Erosion and Sediment Control Plans by "Proposed Underground Stormwater Management System"as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Each proposed lot's Erosion Control Plan has been updated to indicate the protection of each stormwater infiltration system during construction, consistent with their proposed locations on the corresponding Grading and Utility Plans. This comment has been resolved. Response No. 9 Resolved. Comment No. 10 Sanitary sewer lateral profiles'horizontal and vertical scales must be confirmed on each lot's plan set. 8 Response No. 10 The sanitary sewer lateral profiles' horizontal and vertical scales have been confirmed on each lot's plan set. Lot I Site Plan Comments: Comment No. I A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot is sewer lateral must be submitted with this plan set A profile for Lot is sewer lateral has been provided. This comment has been resolved. Response No. I Resolved. Comment No. 2 The "GAR. HI"and "GAR. LOW"elevations must be confirmed as it appears that a two (2) foot difference is proposed in the slope of the garage floor. The plans have been revised to only indicate the proposed garage elevations at their entrances. This comment has been resolved. Response No. 2 Resolved. Lot 2 Site Plan Comments: Comment No. I The label (and rim and invert elevation information) for the lawn inlet "LI B-2"appears to have been cut off' in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. The plans have been revised to clearly show the label for lawn inlet "LI B-27. This comment has been resolved. Response No. I Resolved. 9 Lot 3 Site Plan Comments: Comment No. I A sanitary sewer profile appears to have been provided for Lot 1. A profile for Lot 3's sewer lateral must be submitted with this plan set A profile for Lot 3's sewer lateral has been provided. This comment has been resolved. Response No. I Resolved. General Comments: Comment No. I Pool plumbing design review is by the Village Building Department. Upon receipt of amended plans addressing these comments, this office is prepared to continue its review. Response No. I JMC will await further comments from the Village Building Department and will address all comments expeditiously. We trust that the above, along with the enclosed documents and drawings, satisfy your comments and concerns. We look forward to your continued review throughout the approval process. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC Planning,,Erngineering Landscape Architecture & Land Surveying, PLLC .f;, Ric oti `rider, PE Project Manager p:\2022\22029\admin\Itcomment-response Itr 09-29-2022.docx 10 • f Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning E C EffCV August 25, 2022 AUG 2 6 2022 Michal Nowak, Superintendent of Public Works e Brook Village Hall VILLAGE OF RYE BROOK Rye g BUILDING DEPARTMENT 938 King Street Rye Brook, New York 10573 RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments/Concerns Expressed in a Memorandum from Hardesty & Hanover, dated July 11 2022 and from Dolph Rotfeld Engineering, dated July 14, 2022: Dear Mr. Nowak, This letter has been prepared to address comments and concerns expressed in a Memorandum from Hardesty & Hanover, dated July 11, 2022 and from Dolph Rotfeld Engineering, dated July 14, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: I. Hardest & Hanover Memorandum dated July 11, 2022 Comment No. I SEQRA. The Proposed Action is an Unlisted action with regard to SEQR. Response No. I Noted. Lot I Site Plan JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK, NY 10504 1914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM r Comment No. 2.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 2.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot I, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 2.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 2.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 2.c. The Overall Existing Conditions plan contains a tree removal list. The list should be divided into the number of trees to be removed from each proposed lot The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 2.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 2.d. Proposed grading on Lot I is shown within the dripline of existing trees #26 and#27. These trees have been labeled as "to remain."However, the grading would damage the roots and the trees may not survive. Every effort fort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot. Response No. 2.d. The grading around the trees identified as #26 and #27 has been altered to ensure these trees can be protected through construction. The proposed grading throughout the Site has been looked at to ensure the safety of all trees that are proposed to remain. 2 Comment No. 2.e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. Response No. 2.e. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. Lot 2 Site Plan Comment No. 3.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 3.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot 1, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 3.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 3.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 3.c. The Overall Existing Conditions plan contains a tree removal list The list should be divided into the number of trees to be removed from each proposed lot The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 3.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 3.d. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. 3 Response No. 3.d. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. Lot 3 Site Plan Comment No. 4.a. Sight distance measurements should be provided for the proposed driveway to ensure that adequate sight distance is available. Response No. 4.a. Sight distance measurements have been provided for each driveway and are now included on drawing C-101. These measurements are shown in color (red for Lot 1, green for Lot 2 and blue for Lot 3) for clarity. Comment No. 4.b. The location of the pool equipment and pool fence should be shown on the site plan. Response No. 4.b. Locations of pool equipment and pool fencing for each lot are now shown on drawings C-301, C- 302 and C-303. Comment No. 4.c. The Overall Existing Conditions plan contains a tree removal list The list should be divided into the number of trees to be removed from each proposed lot The plans should then be revised to note the number of replacement trees that are required pursuant to Chapter 235 of the Village Code. Response No. 4.c. The tree removal chart has been split per lot now on drawing C-100 and restoration requirement chart has been added to drawing L-100. Comment No. 4.d. Proposed grading on Lot 3 is shown within the dripline of existing trees #95, #96, #97 and#98 that provide screening of the new house from the existing house located to the west These trees have been labeled as "to remain."However, the grading would damage the roots and the trees may not survive. Every effort should be made to develop a site plan that protects and preserves as many existing trees as possible on the new lot 4 Response No. 4.d. The grading around the trees identified as #95, #96, #97 and #98 has been altered to ensure these trees can be protected through construction. The proposed grading throughout the Site has been looked at to ensure the safety of all trees that are proposed to remain Comment No. 4.e. We recommend that an overall landscaping plan be included in the plan set that shows the proposed landscaping for all 3 lots to ensure that the plantings are placed appropriately in relation to the other lots. Response No. 4.e. Drawing L-100 has been added that shows an overall landscaping plan for all 3 lots. 2. Dolph Rotfeld Engineering Letter, dated July 14, 2022 Subdivision Comments Comment No. I All proposed easements must be shown on the preliminary plat including the utility easement for Lot 1. Response No. I All necessary easements are now shown on the Site Plans. Site Plan Comments Applicable to All Three (3) Lots' Plan Sets: Comment No. I A stormwater management report must be submitted for review. The report must detail the sizing of the proposed stormwater management practices. If the total proposed site disturbance is greater than one (1) acre and if the proposed impervious area will occupy greater than 25% of the site at build-out then a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices must be submitted for review. The SWPPP must demonstrate compliance with the requirements of the NYSDEC Stormwater Design Manual. Response No. I Because the total proposed site disturbance is greater than one (1) acre and the proposed impervious area will occupy greater than 25% of the site at build-out, a Stormwater Pollution Prevention Plan (SWPPP) with post-construction stormwater management practices has been in included with this submission. 5 9 -papinoJd aq lsnw ADM jo-jg2!.i a2DII!A ayj ui u011DJoIsaJ g3U.IJj JOJ J!DIaQ 9 'ON luawwOD -puno.2 ayl olui paleJllqui aq ll!m 1i aJagm wa1sAs uoileJligui punoJ$Japun luaaefpe ay1 OJUi paAanuoD aq ll!m JaIEM slyl `uMop uME 1p aq 01 aJE stood a41 UayM pUe MOLPanO stood a41 WOJ} JaIEM S 'ON asuo sad •suDId ay1 uo uMoys aq isnw (a}D►JdoJddD so) sapygn JaMas AJDJIuos pun `a$DUIDJp `JaIDM 02 suoipauuoD 11V •uo12DJ7j j puD$uiuiDJp food Jo spoylaw ajoxpu► Ism suold S 'ON luawwOD •sliun uopeii1gui ayl puE (swalsAs uoilleJllUui asayl Jot luawleaJl-aid a pasn aq ll!m puE papeys se UMoys si y:)igm) MoJ iolelosi ayl uaaMlaq JiaM ay1 of sJajaJ `,,U011eAaja JlaM MOL4JanO„ 01 pa2uuP uaaq Sley yDIyM `„IJanui JlaM MO[JaAO„ slyl i, 'ON asuo sad -a1DUdOJd4D so papinoid aq lsnw SI!Djap jDuoilippD uay3 luanoJ MoLJano puo sJiaM louJalui apnpui swaisAs aq7 J/ -waISAS„ialggnq„ D sD paulsap a.rD swaISXS JalOMw.lols aql 7Dy1 owaw asuodsaJ aqj ui paIDDIpu► s► J! sD xjiAis of papualu► si IJDyD sVaAUI Jo ainpaNDS aq7 uo uwnjoD jJanuj JiaM Mo(lJanp„ aq7 3Dgm JDajDun s111 -P 'ON luawwOD •JnDDo 2uidempuej pasodoJd a4110 swalsAs IOOJ ayl puE saDinJas asayl uaaMlaq s1DiUuoD ou wnsua o1 sueld 2uideDspuel a41 01 apew anm suOilenlle 14211s pule sugd 2uide:)spulel a41 uo uMoys Mou aJE saDinJas Aiililn $upsixa pue pasodoJd £ 'ON asuo sad •�uidid�(li�►�n punoJD sJajjnq ayj 2UUapisuoD uayM swajsAs jooJ Jo J03DDipui uD sD paJap►suoD aq pinoys saidouDD awl •saDin.ras 4tj!jn JDau Jo uo saaJI JO $uiluDId aq7 p►onD uDid$uidDDspuDI pasodoJd aq1 7Dy3 papuawwoDaJ si 71 £ 'ON luawwOD dddMS ayl ui papnl:)ui uaaq anEy sllnsaJ lsal aloy daap puE s201 lsal UOiIEIo:)Jad Z 'ON asuo sad •pa77iwgns aq Ism sllnsaJ 1sa1 aioy daap puD s$01 1sa7 uoilDloDJad Z 'ON luawwOD Response No. 6 Village of Rye Brook Code Section 215-7 Street & Sidewalk Specifications, taken from the Road Opening Permit package, has been added to the cover sheet for each lot. Comment No. 7 Sanitary sewer service connections to main must be made with a "Wye"type fittings. Details must be provided. Response No. 7 Detail #15 on drawing C-902 has been updated to indicate a wye fitting, instead of the tee fitting that was previously shown. Comment No. 8 Maximum driveway slopes must be indicated on the Grading Plans. Response No. 8 Maximum driveway slopes are now shown for each driveway on drawings C-401, C-402 and C- 403. Comment No. 9 It must be clarified what is meant on the Erosion and Sediment Control Plans by "Proposed Underground Stormwater Management System"as the locations, quantities, and sizes of these areas are not consistent with the proposed permanent infiltration systems shown on the Grading and Utility Plans. Response No. 9 These "Proposed Underground Stormwater Management System's" are now shown on the Erosion and Sediment Control Plans, instead of the outline of each. Temporary construction fencing is also now shown around each of these systems to prevent equipment and vehicles from driving on top of these areas. Lot I Site Plan Comments Comment No. I A sanitary sewer profile appears to have been provided for Lot 3. A profile for Lot I's sewer lateral must be submitted with this plan set. 7 Response No. I Profiles for each sanitary sewer service are now shown on the Site Plans. Comment No. 2 The "GAR. HI"and "GAR. LOW"elevations must be confirmed as it appears that a two (2) foot difference is proposed in the slope of the garage floor. Response No. 2 Only the garage elevations at the entrance from the driveway are now shown on the Site Plans. Lot 2 Site Plan Comments Comment No. I The label (and rim and invert elevation information) for the lawn inlet "LI B-2"appears to have been cut off' in the viewport on the Grading and Utilities Plan. All structure labels must be shown on the plan. Response No. I All viewports have been updated to ensure no information is being cutoff. Lot 3 Site Plan Comments Comment No. I A sanitary sewer profile appears to have been provided for Lot I. A profile for Lot 3's sewer lateral must be submitted with this plan set. Response No. I Profiles for each sanitary sewer service are now shown on the Site Plans. 8 We trust that the above, along with the enclosed documents and drawings, satisfy your comments and concerns. We look forward to your continued review throughout the approval process. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC PI ni in Fin Landscape Architecture & Land Surveying, PLLC Rick Bohlander, PE Project Manager p:\2022122029\admin\Itcomment-response Itr 08-25-2022.docx 9 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning June 29, 2022 Michal Nowak, Superintendent of Public Works Rye Brook Village Hall f� L�r i l�1/7�1__� 1 938 King Street Rye Brook, New York 10573 J U N 2 9 2022 RE: JMC Project 22029 VILLAGEE OF RYE BROOK Proposed 3 Lot Subdivision I BUILDING DEPARTMENT 2 Elm Hill Drive Village of Rye Brook, New York Response to Comments Included in your Email to Mr. Trevor Spearman, the Applicant's Architect on January 14, 2022. Dear Mr. Nowak, This letter has been prepared to address comments included in your email to Mr. Trevor Spearman, the applicant's architect, on January 14, 2022. To assist in your review of the revised documents, we are pleased to provide the following, which briefly restates the comments from the above referenced correspondence, followed by our responses: Subdivision Comment No. I Topographic Survey within the last one year. Response No. I The topographic survey titled "Survey of Property" and dated February 22, 2022, has been included with this submission. Comment No. 2 Preliminary subdivision Plat Map was not provided. Please provide one showing proposed 3 lots. Response No. 2 The preliminary subdivision plat was included in the Planning Board submission on May 31, 2022. JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK,NY 10504 1914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Comment No. 3 Show any proposed easements. Response No. 3 The only proposed easement, a 10' wide utility easement for Lot I's sanitary sewer service, is now shown on the Site Plans. Site Plan Applications Comment No. I We will need a separate Site Plan Application, Short Environmental form with Mapper, Exterior Application, Steep Slopes Work Permit Application, Stormwater Permit, Tree removal, Curb Cut Permit for EACH individual lot The Applications must be complete full applications for each, as each lot will receive an individual permit Fees for each permit Response No. I A separate Site Plan Application, Site Plan Submittal Review Checklist, Exterior Building Permit Application and Full Environmental Assessment Form with Mapper were included in the Planning Board submission on May 31, 2022. A separate Steep Slopes Work Permit Application, Stormwater Permit, Tree Removal Permit and Curb Cut Permit for each individual lot has been included with this submission. Comment No. 2 $5,000 in escrow review fees to pay for Planner Attorney and Consultants. Response No. 2 The project's escrow account will be replenished by the applicant, under a separate cover. Comment No. 3 Each lot will need its own Site Plan drawings, landscaping Plan, utility plan, soil sediment erosion control plan. Response No. 3 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. 2 Comment No. 4 Property Survey as submitted is outdated, unsigned and has been modified in red. Please provide updated survey signed. Response Noo4 The topographic survey titled "Survey of Property" and dated February 22, 2022, has been included with this submission. Comment No. 5 Provide a Site Plan Drawing for each individual Lot. Response No. 5 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 6 Provide Landscaping Plan for each individual Lot Response No. 6 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 7 Provide Zoning Table on Site Plan. Response No. 7 The Zoning Table can be found on the Cover Sheet for each lot and is labeled as "Table of Land Use". Comment No. 8 Provide a Soil Sediment and Erosion control Plan. Response No. 8 3 Each lot's Site Plan Drawings, which included a Landscaping Plan, Utility Plan and Erosion & Sediment Control Plan, amongst other drawings, were included in the Planning Board submission on May 31, 2022. The updated drawings, that address all comments outlined in this response letter, have been included with this submission. Comment No. 9 Provide construction sequence plan/construction management plan. Response No. 9 A construction sequence plan/construction management plan has been included with this submission. Comment No. 10 How much land will be disturbed at any given time? If over an acre then a NYS DEC SWPPP plan will be required. Response No. 10 A construction sequence plan/construction management plan has been included with this submission. The project will be split into two phases. Phase I will consist of the development of lots 2&3 and will disturb approximately 0.96 acres. Phase 2 will consist of the development of lot I and will disturb approximately 0.46 acres. Comment No. I I Provide Sewer utility plan with elevation and cross section for review. Provide sewer capacity information for properties and sewer system. Response No. I I A utility plan for each lot was included with the May 3 I S` submission and a drawing that includes profiles will be added to the Site Plans and included in this submission. Comment No. 12 Provide Will Serve letters for Suez Water. Response No. 12 JMC has submitted and been in contact with SUEZ about their willingness to serve the proposed project.JMC will provide the city with the willingness to serve letter as soon as it is received from SUEZ. Comment No. 13 4 Percolation test must be witnessed by Village and deep test pits must be in an area of where units will be installed. 2016 tests will not be accepted. Response No. 13 Percolation and deep hole testing was completed and witnessed by a representative of the Village on May 5', 2022. Comment No. 14 Percolation time seems very quick for soils in this area. Typical rates are 20 minutes per inch. Response No. 14 Varying percolation rates were witnessed throughout the Site and these new results will be reflected and outlined in the updated stormwater report that will be submitted with next the submission package after the Village's initial review has been completed. Comment No. 15 Lot 3 Pool Patio shall be captured in calculations. Response No. 15 All runoff from newly created impervious areas and the majority of runoff from disturbed areas will be captured by a proposed stormwater practice and will be included in the calculations. Comment No. 16 Show how all runoff from impervious will be collected and moved into drywells. Response No. 16 As shown on )MC drawings C-401, C-402, C-403 (the Grading and Utilities plan for each of the three lots), all runoff from impervious areas will be captured by either roof drain leaders, drain inlets or trench drains and conveyed into a proposed stormwater practice. Comment No. 17 Lot Number 3, Driveway drain shall be moved to property line. Response No. 17 The trench drain on Lot 3 has been moved to the property line. Comment No. 18 5 Show how roof areas are going to be split into drainage system. Cultecs to be interconnected. Response No. 18 Roof drain leaders are now shown on the plan and because of the layout of the Site, not all Stormtech systems are interconnected. The natural grading of the site, which was preserved to the best extent practicable, won't allow for daylighting of the systems so the inlets directly upstream of the systems were designed as "bubbler" systems. This means that during the 100-year storm event, water may bubble out of the inlet because the system will be full, but this won't last long as water will continue to percolate into the ground throughout the entire process. Comment No. 19 What is the purpose of drainage swale along Betsy Brown? Discharging to road will not be permitted due to nuisance groundwater and icing possibility. Response No_ 19 This drainage swale has been removed. We trust that the above, along with the enclosed documents and drawings, satisfy your concerns outlined in an email on January 14, 2022. We look forward to your continued review throughout the site plan, subdivision and steep slopes approval process and discussing this matter at the next Planning Board meeting. Should you have any questions or require additional information regarding the information provided above, please do not hesitate to contact our office at 914-273-5225. Sincerely, JMC ;Plan ne ng Landscape Architecture & Land Surveying, PLLC Rick oh nder, PE Project Manager pA2022\22029\adminVtnowak 06-29-2022.docx 6 TABLE S-1 SEP 2 9 2022 TRA VEL SPEED SURVEY LOCATION: Betsy Brown Road, Rye Brook, NY DATE: 9/12/2022 AT: Elmhill Drive DIRECTION: Southbound TIME: 1:30 PM-2:15 PM MPH # MPH 1 20 9 17 20 10 15 18 11 15 t 18 12 16 20 13 13 � 18 14 17 17 15 20( s l - Posted Speed Limit:30 mph 85th Percentile Speed: 20 mph Desirable Stopping Sight Distance for looking left from stop SSD=1.47 V t+VZ/(30 x(a/32.2)+G)=1.47(20)(2.5)+202/(30 x(11.2/32.2)+.03)=115 ft Notes: 1.Measured speeds were taken as vehicles completed a right turn From Betsy Brown Road onto Elmhill Drive due to the limited vehicular traffic along Betsy Brown Road sotugh of Elm Hill Drive 2.Vehicle was recorded taveling along Betsy Brown Road past Elmhill Drive P:\2022\22029WDMM022-09-12 Speed Study.xlsx;Betsy SB.tab TABLE S-2 TRAVEL SPEED SURVEY LOCATION: Elm Hill Drive,Rye Brook,NY DATE: 9/12/2022 AT: 75'West of Betsy Brown Road DIRECTION: Westbound TIME: 2:15 PM-3:00 PM # MPH # MPH 1 24 13 19 17 14 23 3 14 15 21 4 20 16 19 5 15 17 19 6 17 18 18 7 13 19 20 8 16 20 19 9 20 21 1 19 10 19 22 19 11 19 23 17 12 18 24 23 Posted Speed Limit:30 mph 85th Percentile Speed: 21 mph Desirable Stopping Sight Distance for left turn from stop(looking right) SSD= 1.47 V t+VZ/(30 x(a/32.2)+G)=1.47(21)(2.5)+212/(30 x(11.2/32.2)+.09)=110 ft P:\2022\22029WDMM022-09-12 Speed Study.xlsx;Elm WB.tab TABLE S-3 TRAVEL SPEED SURVEY LOCATION: Elm Hill Drive,Rye Brook,NY DATE: 9/12/2022 AT: Horshoe Lane Eastem Instersection DIRECTION: Eastbound TIME: 2:15 PM-3:00 PM # MPH # MPH 1 15 7 25 2 23 8 20 3 16 9 22 4 20 10 24 17 11 15 6 17 - - Posted Speed Limit:30 mph 85th Percentile Speed: 24 mph Desirable Stopping Sight Distance for right turn from stop(looking left) SSD= 1.47 V t+VZ/(30 z(a/32.2)±G)= 1.47(24)(2.5)+24'/(30 z(11.2/32.2)-.05)=155 ft P:\2022\22029\ADMIN\2022-09-12 Speed Study.xlsx;Elm EB.tab f Irk F� 0 it 1 ow oilM m ^ 0.4E �€ cc w a c I o W = ae cc z U Z A +a Q 41 • ' A ; ONO ME A n i J,��Y�r; Ir AW .1 �, '� `' w+ fY \' I i• W7*1I`L{'Sjflj l•._ i i�ti. 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A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https:Hhealth.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow@westchestercountyny.gov. Respectfully, Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT:KM:md cc: Alex Zoldan —2 Elm Hill LLC Michael Izzo, Building Inspector- Rye Brook (V) Mark Lore, Foreman —Veolia Water New York ^ File (( ))cycu Department of Health ��.•��JJ 25 Moore Avenue Mount Kisco,NY 10549 Telephone: (914)813-5000 Fax: (914)813-5003 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 14314-24-RPZ Facility: 2 Elm Hill Drive — Lot 3 City, Village, Town: County: Rye Brook V WESTCHESTER Owner's Mailing Address: Alex Zoldan 7 Skyline Drive, Suite 220 Hawthorne, NY 10532 Physical Location of Backflow Prevention Device(s): Utility Room Description of Device(s): One 1 - 1" Watts LF009M2QT RPZ lead free device for domestic service Water Supplier: Veolia Water New York Name Designated Representative: Mark Lore Mailing Address: 2525 Palmer Ave, New Rochelle, NY Zip:10801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backf low prevention device tester test the above backf low prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: [)A� DATE: May 24, 2024 Delroy Taylor, P.E. Assistant Commissioner IDBUILDING DEPARTMENT JUN - 7 2022 VILLAGE OF RYE BROOK 938 KMG STU,ET 12�t1E BR90V.,,NY 10573 VILLAGE OF RYE BROOK �9W7-�"� 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 to submit a copy of this check list will be removed from the ARB agenda. Job Address: Z. G� %LL b(tkjJ �'��- rci►N Date of Sub 'ssion: Parcel ID#: \S.`a 1- - Zone: '�Z �d O Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building 00PP V Al i�C N Lc,'C' Departt ent by the applicant-no exceptions. " 1. ( ompleted Application Property Owner: 2. ( �wo(2) sets of sealed plans. (one full size{maximum Address: 'L Hol IAtie allowable plan size=36"x 42"1 and one 11"x17") Phone# l(� (/�'� ,�r-7� ;� 3. (4wo(2)copies of the property survey. A, 4) `l ``- 4. ( o(2)copies of the proposed site plan. Applicant appearing before the Board: 5. ( One electronic/disc copy of the complete AutX -Z-o',_t3AN a plicationmaterials. 6. ( ding Fee. Address: I- 5`C1<LkAL L k%)Ft ��A�✓ ��-�F i 7. ( )Any supporting documentation. Phone# ���'Z.� ���'�S COSIL 8. ( )HOA approval letter. (if applicable) 9. ( )Photographs. Architect/Engineer: �/"��-� AA L —t?kL4 SaA A" 10.( )Samples of finishes/color chart. (a sample board or Phone# A 0- 5��� model may be presented the night of the meeting) Z�}-�-- By signature below, the owner/applicant acknowledges that he/she has read the complete Building 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 before me this day of `AwAt , 20 2Z day of T , 20 D:t_ -A" W S e of Pro erty Owner gnatur of plr t i man Print N e of Proper Owner Print N e of Applicants Notary Public 0 Notary Public �- KIMBERLY ROh1ANIN0 III KIMBERLY ROMANINO NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. 01 R061 34291 No. O1 R061 34291 duaniie.d I., Putnam County 9uatiried L. Putnam County My Commission Expires September 26, � My Commission Expires September 26,' 0� 871272021 yE DR(t Village of Rye Brook ML MR Agenda Architectural Review Board Meeting FB SE AC SF " Wednesday,November 16,2022 at 7:30 PM Village Hall,938 King Street JM 1. ITEMS: 1.1. #5786 (Consent Agenda) Daniel Marks &Yael Marks 18 Hillandale Road Rooftop solar array. 1.2. #5787 (Consent Agenda) Chris John&Seba Samuel-John 11 Legendary Circle Rooftop solar array. 1.3. #5788 (Consent Agenda) David Lawrence&Marjorie Lawrence 15 Magnolia Drive Rooftop solar array. 1.4. #5789 (Consent Agenda) Dean DiLeo&Gail DiLeo 9 Beacon Lane Rooftop solar array. 1.5. #5790 (Consent Agenda) Felipe Blasques Lombardi&Alessandra Edwiges Naves de Jesus 109-1 Lincoln Avenue aka 1 Blind Brook Terrace 4' high black aluminum picket fence. 1.6. #5791 (Consent Agenda) Janina Rzeszutkowski 48 Tamarack Road Replace driveway&driveway retaining walls. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 4 Architectural Review Board November 16,2022 1.7. #5652 Abhinav Gautam&Pooja Singh 11 Berkley Drive Changes to windows and doors; fireplace bump out. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nab-; Adjournment; Notes 1.8. #5077 Lawrence Rose&Lauren Rose 39 Meadowlark Road Rear deck. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. #5792 Colin McGovern&Andrea McGovern 11 Churchill Road 2nd floor addition,new front portico,interior and exterior alterations. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.10. #5793 Keith Cheung&Jessica Luk 14 Rock Ridge Drive Enclose front porch. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 • Architectural Review Board November 16,2022 1.11. #5794 Win Ridge Realty LLC 5A Rye Ridge Plaza New storefront. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. #5737 JPS Edgewood LLC 6 Edgewood Drive Changes to garage doors&metal roof. (Amendment to Prior Approval) Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. #5795 Washington Park Plaza Associates (American Prime Restaurant) 275 South Ridge Street New aluminum awning w/ lights. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.14. #5796 2 Elm Hill LLC 2 Elm Hill Drive-Lot#2 New single family dwelling w/ finished basement. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 3 of 4 Architectural Review Board November 16,2022 1.15. #5797 2 Elm Hill LLC 2 Elm Hill Drive-Lot#3 New single family dwelling w/ finished basement&existing swimming pool to remain. Approvals: Motion Second Abstention Aye; �- Nay; Adjournment; Notes NEXT MEETING: December 21, 2022 Page 4 of 4 BUILDING;-- ` RTMENT D', VILL^ OF RYIOOK J NOV - 2 2022 938 Kt`c ST ET RYE BR(**,NY 10573 ` 4 9 VILLAGE OF= RYE—BROOK BUILDING DEPARTMENT ssswwwsssssssssssssrsassssssswssasassssssasrsssrsssss>Rtstt:ssssass+w+asssassswsaa:assssa*www+swsaa+ssasass 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 to submit a copy of this check list will be removed from the ARB agenda. Job Address- ��iu (« v/��,f��- Date of Submission: Parcel ID#: - - Zone:_�2 2 < 22 Proposed Improvement(Describe in detail): AEU KANT CHECK I M : MUST BE COMPLFTED BY THE APPLICANT -- The following items must be submitted to the Building /— Department by the applicant-no exceptions. Property Owner: ..- r 1 1• ( k)Cotnpletal Application 2. 1 wo(2)sets of sealed plans. �,,r.• f i! .t„ ; nit trnr Address: C l u e �' t r, Phone# - 'Z 3. (� o(2)copies of the property survey.' 6 4. Two(2)copies of the proposed site plan. Applicant appearing before the Board: S. (/One electronic/disc copy of the complete plication materials. 6. ( )Yiling Fee. Address: U�J 7. ( Any supporting documentation. Phonc# _q �4 )2 ? _ g ( ) OA approval letter. ��jopp�,�an1�� NIA 9. ( 0Photographs. Arch• gineeer:''T-�-f-V UR 10.( )Samples of finishes/color chart. (d sampG•b wrd r,r mode/ dbprenedthen omcinPhone# ` llAb 1�1 AT K By signature below, the owner/applicant acknowledges that he/she has read the complete Building 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 Wore me this Sworn to before me this yof_ I vOUerwb,e.r , 20 Zr� Of , 20 ?�/ ute of PropLgy( ner S talc of Applican 11 U15\'- �l� Q v �ck, Pant xame drProperty( cr / Pnnt Name of AppGcan /dam %ouuy PubLc %otan Public TRiCIA SEWELL tll Notary Public -State of New I; k NO.01SE6164490 1 TRICIA SEWELL ~t Qualified in Kings COU,-ty NO;ary Public- My Coiomisvon Expiros Apr 23, ZOZ 3 State of New yO�k No. .•qn u. Qualified in kun.•. ( ty 1 Commission Ezpn e•,; } 7c;1? � lv12.202t BRnv� Village of Rye Brook ML MR ,X Agend FB SE 4��`u 0 Jv Architectural Review Board Meeting AC SF �.`C. Wednesday, February 15,2023 at 7:30 PM j JM Village Hall,938 King Street V+J 1. ITEMS: 1.1. ARB23-007 (Consent Agenda) Joseph Laronga&Susan Eylward 126 North Ridge Street Rooftop solar array. 1.2. ARB23-008(Consent Agenda) Gerardo Paico Eusebio&Libia Declet 493 Ellendale Avenue Rooftop solar array. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.3. ARB23-009 (Amendment to Prior Approval) Mark Posner&Lauren Posner 32 Bonwit Road Changes to house and garage depths,modify a window and door. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.4. ARB23-010 DRJ West LLC 32 Lincoln Avenue Expand existing parking court. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 2 4 r , Architectural Review Board February 15,2023 1.5. ARB23-011 Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Rear one-story addition and new deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.6. ARB23-012 Lal Jhangimal&Prisha Parvani 4 Bobbie Lane 2nd story addition and new front portico. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB23-013 David Richardson&Alexandra de Vaux Richardson 44 Rock Ridge Drive Rear patio,driveway,walkways and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB23-014(Amendment to Prior Approval) 2 Elm Hill LLC 2 Elm Hill Drive-Lot#3 Exterior staircase to basement with guardrail and handrail;-additional windows and doors. Approvals: Motion Second_``Abstention Aye; Nay;�� Adjournment; Notes p C� 06 \ Q U I QrVA- t'J(u OV _D NEXT MEETING: March 15, 2023 Page 2 of 2 �yE, DR(jk Village of Rye Brook MI- MR ✓ O� yAgend FB SE Architectural Review Board Meeting AC AD W Tuesday June 18,2024 at 7:30 PM Q Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-062(Consent Agenda) Uriel Alejo&Maria Becerra 12 Jean Lane Rooftop solar array. 1.2. ARB24-063 (Consent Agenda) (Amendment to Approved Plans) Eric Steinert&Caryn Steinert 24 Meadowlark Road Install two skylights on rear deck roof. 1.3. ARB24-064(Consent Agenda) Bruno Stephan Veras de Melo&Luciana Traverso de Resende Melo 260 Betsy Brown Road Rooftop solar array. 1.4. ARB24-065(Consent Agenda) Vipul Ramesh Nayi&Fany Delacruz Nayi 50 Valley Terrace Rooftop solar array. 1.5. ARB24-066(Consent Agenda) Sooah Park 47 Bonwit Road Replace front steps and walkway. 1.6. ARB24-067 (Consent Agenda) Jie Gao&Lei Deng 10 Lawridge Drive Rooftop solar array. 1.7. ARB24-068(Consent Agenda) Lance Hochhauser&Heather Katz Hochhauser 22 Talcott Road Install egress window,finish basement. 1.8. ARB24-069 (Consent Agenda) Eric Steinert&Caryn Steinert 24 Meadowlark Road 6'high white PVC fence and gate. Page 1 of 4 ' Architectural Review Board June 18,2024 1.9. ARB24-070(Consent Agenda) Emily Grogho Irrevocable Trust,Shari Melillo,Trustee 5 Paddock Road Rear window and door changes. O 1.10. ARB24-071 (Consent Agenda) Matthew Altman&Alexandra Altman 42 Lawridge Drive Remove one window and reduce size of one window. 1.11. ARB24-072(Consent Agenda) Salvatore Morlino&Annette Morlino 1 Bonwit Road New rear patio&composite stone veneer over existing brick. 1.12. ARB24-073 (Consent Agenda) Jose Poza&Rosweny Flores Hidalgo 115 North Ridge Street Legalize 6'high wood fence&remove rear wood deck on grade. 1.13. ARB24-074 (Amendment to Approved Plans) 2 Elm Hill LLC 6 Elm Hill Drive Legalize 6'high black cedar fence&porcelain pool patio. PtR16Z.4 -07-/ Approvals: Motion�ry� Second_Abstention Aye; ` Nay; Adjournment; Notes + C S do Fe"u �J 1.14. ARB24-020 556 Westchester Ave LLC C/o Anthony Guastella 556 Westchester Avenue New rear windows. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 2 of 4 ' • Architectural Review Board June 18,2024 1.15. ARB24-075 Win Ridge Realty LLC 200 South Ridge Street Legalize facade sign. "Yogafreak" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.16. ARB24-076 Jose Herrera 506 West William Street Legalize roof over rear patio. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.17. ARB24-077 Victor Patemo&Annemarie Paterno 15 Old Orchard Road Legalize deck expansion and stairs.Renovate entire deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.18. ARB24-078 G&G Homebuilders Corp 18 Rock Ridge Drive Second story addition,deck and fence. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.19. ARB24-079 Sean Kirby&Erika Sanchez 270 North Ridge Street Legalize new rear patio&construct a pergola. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 3 of 4 ' Architectural Review Board June 18,2024 1.20. ARB24-080 Densy Gonzalez 213 Irenhyl Avenue New rear deck,window and door changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.21. ARB24-081 Kenneth Gerchick&Amy Bernstein Gerchick 3 Mohegan Lane Second floor dormer addition. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.22. ARB24-082 Randy Hamlet&Anne Marie Hamlet 21 Country Ridge Circle New front portico and window changes. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.23. ARB24-083 Robert O'Neill&Melissa O'Neill 4 Loch Lane Garage door overhang. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: July 17,2024 Page 4 of 4 Site Planning Environmental Studies Civil Engineering Entitlements Landscape Architecture Construction Services Land Surveying 3D Visualization Transportation Engineering Laser Scanning May 31, 2022 IE v F_ � " ICE 01 Michal Nowak, Superintendent of Public Works JUN - 7 2022 Rye Brook Village Hall 938 King Street VILLAGE OF RYE BROOK Rye Brook, New York 10573 BUILDING DEPiARTIMiENT RE: JMC Project 22029 Proposed 3 Lot Subdivision 2 Elm Hill Drive Village of Rye Brook, New York Proposed 3 Lot Subdivision — Initial Submission Dear Mr. Nowak, We are pleased to submit eight (8) copies of the following documents, on behalf of Mr. Alex Zoldan, which are being submitted for your initial review of the proposed 3 lot subdivision of the 2 Elm Hill Drive property and the subsequential construction of 3 residences on each of these new lots, and to also be placed on the agenda for the next Planning Board meeting on June 9th. The lot currently contains a single-family home that will have to be demolished to accommodate the proposed construction. I. JMC Drawings: Lot I — Drawings C-00 I "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-201 "Erosion and Sediment Control Plan — Lot 1" 05/16/2022 C-301 "Layout and Landscaping Plan — Lot 1" 05/16/2022 C-401 "Grading and Utilities Plan — Lot 1" 05/16/2022 L-100 "Landscaping Plan — Lot 1" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 2 — Drawings C-002 "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & JMC Planning Engineering Landscape Architecture & Land Surveying, PLLC I JMC Site Development Consultants, LLC 120 BEDFORD ROAD I ARMONK, NY 10504 1914.273.5225 1 MAIL@JMCPLLC.COM I JMCPLLC.COM Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-202 "Erosion and Sediment Control Plan — Lot 2" 05/16/2022 C-302 "Layout and Landscaping Plan — Lot 2" 05/16/2022 C-402 "Grading and Utilities Plan — Lot 2" 05/16/2022 L-101 "Landscaping Plan — Lot 2" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 Lot 3 — Drawings C-003 "Cover Sheet" 05/16/2022 C-100 "Overall Existing Conditions Map & Demolition Plan" 05/16/2022 C-101 "Overall Site Plan" 05/16/2022 C-203 "Erosion and Sediment Control Plan — Lot 3" 05/16/2022 C-303 "Layout and Landscaping Plan — Lot 3" 05/16/2022 C-403 "Grading and Utilities Plan — Lot 3" 05/16/2022 L-102 "Landscaping Plan — Lot 3" 05/16/2022 C-900 "Site Details" 05/16/2022 C-901 "Site Details" 05/16/2022 C-902 "Site Details" 05/16/2022 C-903 "Site Details" 05/16/2022 2. NYSDEC Long Form EAF, signed and dated 05/27/2022. 3. Preliminary Subdivision Map, prepared by Ward Carpenter Engineers and dated 05/26/2022. We trust that the enclosed documents are sufficient for your initial review of the proposed 3 lot subdivision and to also be placed on the agenda for the next Planning Board meeting on June 9`h. In the interim, should you have any questions, or require any additional information, please do not hesitate to contact us at (914) 273-5225. Sincerely, JMC P nnin gineeri andscape Architecture & Land Surveying, PLLC B I der, PE Project Manager pA2022\22029\admin\Itnowak 05-31-2022.docx 2 Spearman Architectural Design P D CIE � V l architecture . design planningNOV — 2 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT To: Architectural Review Board and Building Inspector Town of Rye Brook, NY RE: 2 Elm Hill- The Homes at Crawford Park Subdivision, LOT #2 and LOT#3 Roof GAF Lifetime Timberline HD in `Charcoal -Gray' Metal Roofing Standing seam Aluminum, Krynar coated color `Charcoal Gray' Siding Hardiplank textured `Select CedarMill' 6" exposure lap siding in `White Picket Fence' Stucco Medium Gray at exposed areas Cornerboards Azek 3" in `White' Windows Andersen 400 series, with interior divides per elevations in `Black' Rear French doors Andersen 400 series in `Black' Trim at windows Azek trim in `White' Portico Azek trim `White' at new portico, with `Cedar' stained wood ceiling Columns Permacast 8" plain recessed panel, simple beveled cap and base `White' Post and rail Timbertech-Black metal ballusters w/Walnut top rail Deck Timbertech `Edge'- in color `Coconut Husk' Spiral Stair Paragon Stairs-Aluminum metal in powder coated Black Sun Tunnels Velux, low profile TGF series (rear only) Front Door/Sidelights Wood look, fibreglass in color `Rustic Clay' stain/color Patios/Paths Bluestone in mosaic cut (no reds) I look forward to further presenting and discussing these finishes. Trevor Spearman R.A. 11-02-22 914.769.0012 245 saw mill river road#106.hawthorne.ny 10532 info(a)spearmanarchitectural.com RECEIVED OCT 14 2022 October 13, 2022 APPROVED 4-0 VILLAGE CLERK'S OFFlCE RESOLUTION CONSIDERING SITE PLAN AND STEEP SLOPES PERMIT APPROVAL FOR PROPERTY IDENTIFIED AS LOT 3 ON THE PRELIMINARY SUBDIVISION PLAT PREPARED BY WARD CARPENTER ENGINEERS, INC. DATED MAY 26, 2022 VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS,JMC, PLLC, on behalf of the Applicant Alex Zoldan (the "Applicant"), submitted an application for approval of a Site Plan application and Steep Slopes Work Permit for the construction of a single-family residence on property identified as Lot 3 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District (the "Property'; and WHEREAS, the Planning Board is the Approval Authority for this application pursuant to Village Code §§ 209-1.A(2)(a), 209-1.13(4) and Section 213-7.A; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Full Environmental Assessment Form and EAF Mapper Summary Report dated 5/27/22; 2. Application for Site Plan Approval for Lots 1, 2 and 3; 3. Site Plan Submittal Review Checklist for Lots 1, 2 and 3; 4. Exterior Building Permit Application for Lots 1, 2 and 3; 5. Building Permit Checklist & Zoning Analysis for Lots 1, 2 and 3; 6. The following engineering plans generally entitled, "Proposed 3 Lot Subdivision—Lot 3" prepared JMC, PLLC, last revised 9/29/22: a. Sheet C-003, "Cover Sheet," b. Sheet C-100, "Overall Existing Conditions Map & Demolition Plan," C. Sheet C-101, "Overall Site Plan," d. Sheet C-102, "Site Distance Plan," e. Sheet C-103, "Phase 1 Construction Management Plan," f. Sheet C-104, "Phase 2 Construction Management Plan," g. Sheet C-203, "Erosion and Sediment Control Plan—Lot 3," h. Sheet C-303, "Layout Plan—Lot 3," i. Sheet C-400, "Overall Grading and Utilities Plan," j. Sheet C-403, "Grading and Utilities Plan—Lot 3," k. Sheet L-100, "Overall Landscaping Plan," 1. Sheet L-103, "Landscaping Plan—Lot 3," M. Sheet C-900, "Site Details," n. Sheet C-901, "Site Details," 1 October 13, 2022 APPROVED 4-0 o. Sheet C-902, "Site Details," P. Sheet C-903, "Site Details." TA Site Survey prepared by Ward Carpenter Engineers, Inc. dated 2/22/22. 8. A Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated 5/26/22; and WHEREAS, the site plan application 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, on October 13, 2022, the Planning Board granted Preliminary and Final Subdivision Plat approval to the Applicant for a three-lot subdivision on the property located at 2 Elm Hill Drive, designated as Section 135.51, Block 1, Lot 1 on the Town of Rye Tax Map for the construction of three, new single-family residences; and WHEREAS, a duly advertised public hearing was opened on the Site Plan and Steep Slopes Work Permit application for Lot 3 on September 8, 2022 and continued to October 13, 2022 at which time all those wishing to be heard on the Application were given such opportunity, and the public hearing was closed on October 13, 2022; and WHEREAS, the Planning Board has considered the Steep Slopes Work Permit standards set forth at Village Code § 213-6 concerning the disturbance of steep slopes for the construction of the single-family home; and WHEREAS, the Planning Board, Village Planning Consultant, and Village staff have reviewed all application materials and made recommendations regarding site distance and construction staging; and WHEREAS, the Planning Board is fully familiar with the application and the property. NOW, THEREFORE, BE IT RESOLVED, that the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit to construct a single-family residence on property identified as Lot 3 on the Preliminary Subdivision Plat prepared by Ward Carpenter Engineers, Inc. dated May 26, 2022 for 2 Elm Hill Road, located in the R-12 Zoning District, subject to the following conditions: 1. The Applicant shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. At a minimum the Construction Management Plan shall show where the equipment will be stored, worker parking and how deliveries will be handled. 2. Model inputs such as infiltration rates, infiltration system volumes, and system overflow elevations must be submitted to confirm consistency with the proposed plans. 2 October 13, 2022 APPROVED 4-0 3. Percolation tests shall be repeated and witnessed by the Village prior to issuance of a Building Permit. 4. Notes such as "to isolator row" and "to infiltration system" be added next to the appropriate invert elevations in the lawn inlet identifications on the Grading and Utility. 5. The identification of the drainage structure receiving the pool water shall be confirmed. BE IT FURTHER RESOLVED, that no permits shall be issued until the Applicant has paid to the Village all applicable fees and professional review fees incurred in connection with review of this Application. On motion by Ms. Schoen, seconded by Mr. Renner,Superintendent of Public Works/Village Engineer, called the roll: MR. GRZAN Voting Excused MR. KROM Voting Excused MR. MENDELSOHN Voting Aye MR. RETTNER Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Excused CHAIRMAN GOODMAN Voting Aye 3 -4lN��AaC't- rA6rl�{r�.v� A r�.r+4r;{,{��,�+•i.!A��,lrNti/Siy�O'.A�� �x+�`.f�iO��tA.. .ul�:+k. `� r�A yi .Ar;, < A A„ A�,; ,��►� f-- toy^z ry" �SAr ra•,rA•- ',. s� j [ l `r g �: A a +err. *„ •\ 3 R. �v/rt t�� r. r 54�,,�;r i 3 ` •nMlh}f!f 4 l� �- '�'•' f�S., � �'�"f � ,��t j'l' � 5 11� � v !1'9' r u�A/ �' ,,:�,w{.�.Y�.c• �, f/��r �• - � l`i •♦ erF �t� sv y. j��i, s _ �rl'F li y►�sy 'gti.' 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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 endorsements . PRODUCER 845-278-7070 C NTACT Brendan Mulvihill Feehan Insurance Agency PHONE 845_278_7070 FAX 845_278_2886 P.O. Box 870 NC,No,Ext: A/C No Carmel,NY 10512 A ,brendanm@feehaninsurance.com Brendan Mulvihill INSURERS AFFORDING COVERAGE NAIC N INSURER A:Selective Ins Co of America 12572 INSURED INSURER B: Garden Street Construction Inc 7 Garden Street INSURER C Brewster,NY 10509 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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. IR TYPE OF INSURANCE ADDL SUB LT POLICY NUMBER POLICY EFF POLICY EXP LIMBS A X COMMERCIAL GENERAL LIABILITY 11000,000 EACH OCCURRENCE CLAIMS-MADE LX— 1 OCCUR X S 2511917 12/29/2022 12/29/2023 DAMAGESTO ( RENTED 500,000 MED EXP(Any oneperson) 15,000 PERSONAL&AOV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 3,000,000 X POLICY EljreT LOC PRODUCTS-COMP/OP AGG S 3,000,000 0 AUTOMOBILE LIABILnY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY Perperson) OWNED SCHEDULED AUTEO�S ONLY AUTOS BODILYBODILY INJURY Per accident AUTOS ONLY AUTOS ONLY PeOacEcident AMAGE UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAB CLAIMS-MADE AGGREGATE DIED RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICER/MEMBEREXCLUDED? N/A - (Mandatory In NH) E.L.DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate Holder is included as additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook, NY 10573 -K n� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^A A A 873951545 FEEHAN INSURANCE AGENCY PO BOX 870 [milli CARMEL NY 10512 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER GARDEN STREET CONSTRUCTION INC VILLAGE OF RYE BROOK 7 GARDEN STREET BUILDING DEPARTMENT BREWSTER NY 10509 938 KING ST RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2561798-6 930501 12/30/2022 TO 12/30/2023 3/3/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2561798-6, 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://WWW.NYSIF.COM/CERT/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 ALICJA GRYS GARDEN STREET CONSTRUCTION INC (1 OF 1) 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 STAT SU NCE FUND T DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 162834552 ster .k George Latimer ��OUTlt`� .lames 1laisano ' \%estche�ler Count%'Executive l� J Director,('onsumer Protection .«»;M Department of Consumer Protection Home Improvement License ,. E.S.HEATING&COOLING SVCS,INC. 6 EMERSON PLACE MONTROSE,NY-10548 ibis license is issued in accordance with Article XVI of the Westchester C ounty Con-1110 Protection Code and i,%.ihd onh upon i presence of the official department seal.Proof ofeitizenship or immigration.talus i,not required for issumice of this license. NOT FOR FLDFRAI.I'1'ItI'trtil ti o�Const,,h Pia I-iccrise Number Y � 'off Date of Expiration a "» - WC-34765-1-121 o c•� 0 12/23/2025 °t � t Chester Cots, �,;, 'imtxxifx�exxxxxsrx.tax.�. ill i ti t - d �iYiii g ,r� L. ESHEA-1 OP 1171- MC ,acoRO CERTIFICATE OF LIABILITY INSURANCE D05/31/202ATE YY) 0513112024 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 endorsements. PRODUCER 914-220-1412 C MT ACT MAC Insurance Agency MAC Insurance Agency Inc. PHONE 914-220-1412 FAX 914-220-1440 27 Cleveland Street A/C,No Ext: A/C No Valhalla,NY 10595 INSURERS AFFORDING COVERAGE NAIC# INSURERA:Atlantic Casualty Ins.Co. 42846 INSURED INSURERB:United States Liability Ins.Co E.S. Heating & Cooling Svcs. Inc. 6 Emerson PI I Montrose,NY 10548 INSURER D INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: 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 rypE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXPITR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE OCCUR X L261007686-0 09/02/2023 09/02/2024 DAMAGE TISESO R(EaENTED $ 500,000 MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ 2,000,006 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 POLICY jEe LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS SSW BODILY INJURY Per accident $ AURTOS ONLY AUOTOS ONLY Peaccident AMAGE $ B UMBRELLA LIAB X JOCCUR EACH OCCURRENCE $ 5,000,000 X EXCESS UAB CLAIMS-MADE X XL 1605936C 06/26/2023 06/26/2024 AGGREGATE $ DED RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? El N/A -- (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) Village of Rye Brook is included as Additional Insured as per written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 Y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King St Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 5/31/24, 11:11 AM Certificate of NYS Workers'Compensation Insurance Coverage NEW CERTIFICATE OF YORK Workers NYS WORKERS'COMPENSATION INSURANCE COVERAGE STATE Compensation Board Insured Detail Ia.Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured E.S.Heating&Cooling Svcs.Inc. 914-382-7345 6 Emerson PI Montrose,NY 10548 lc.NYS Unemployment Insurance Employer Registration Number of insured Id.Federal Employer identification Number of Insured or Social Security Number Work Location of Insured(Only required equired if coverage is specifically limited to 842646836 certain location in New York State.i.e.a Wrap-Up Policy) 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Nante of Insurance Carrier (Entity Being Listed as the Certificate Holder) Technology Insurance Company,Inc. Village of Rye Brook 938 King St 3b.Policy Number of entity listed in box"la": Rye Brook,NY 10573 TWC4319648 3c.Policy effective period: 9/2/2023 to 9/2/2024 3d.The Proprietor,Partners or Executive Officers are: ❑included(Only check box if all partners/officers included) 0 all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"la"for workers'compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"30,whichever is earlier. This certificate Is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend,extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract Issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the Insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved By: Matt Zender (Print name of authorized representative or licensed agent of insurance carrier) a j Approved By: 5/31/2024 (Signature) (Date) Title: Senior Vice President https://wc.amtrustgroup.com/ANAWC/PolicyNYCertificateOfWclns.aspx?Indexed=453927&lnstanceld=ddafa83i-bdl l-4eOe-aca3-el 3751069997 1/2 g +.�_. }. :a�Da4a, 'a4D '� '.,.• � �' '-. Sf k'.: is /�'?t: w�j,r �A/I• a a_4fA'/1n ♦i,. 1r ♦1s t • y N'j r 't ,�♦�sr, V+ �' 11♦ 1 r —•�Wj` � -,+�+1+1�+,' }+ A ++fit 1 ��c t�' r r : �--r it tiNl �-s N � ��., t �: + � ti--�--�-+.. '�� 'Lsi«.aa.._.r.� � .:-rF /1�.+1 ' d §''•1` � .ay -r,':-:�:'1�..� _',�' ..errJ Ca;.ti y de to _ = CN •;� o ' o x r,��� :tea ' lemL ^ Cd VW Cj i 14. t fix.. -�1•� � .�.� o c � ��, r- ,,aa Z W Lo OP. � `�: • , .-, 4� +� W = o- �eCt10� I n.ic.nii>� o 5-5>- Quo ,{,l, I `• �k LU a- _Z W co Q C Q = Z f 0 W M r1 � Ln cz CL '• "m. -rtiy '.j.- � J J.. � M i. f 'l{O)> �`•vf,- ;:-�-"•c*'- r-c -•�.r-�'- tom'-.R---• .c -,r• k�',+►1A++yoft ! Wall ,►I�r�•:;:-='e �.s-,1+1+,, :;�^�3_c'a l� ,T'!— �s•-�'r's ` --s;�-s- :;- •,.•--:'�•,y,Y s' ALMEOIL-01 VBARKMAN ACORO F` 7131/2023 ATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 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: CLG Insurance-Mahwah PHONE FAX 1200 MacArthur Blvd. (A/C,No,Ext):(845)623-3434 (A/C,No):(845)623-4332 Suite 105 pD ss:certificates@clginsurance.com _ Mahwah, NJ 07430 INSURERS AFFORDING COVERAGE NAIC;te INSURER A:New York Marine And General Insurance Company 16608 INSURED INSURER B: Halstead-Quinn Petroleum Co., Inc. INSURERC: 33 Hubbells Drive INSURERD: Mount Kisco,NY 10549 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 TYPE OF INSURANCE ADDL SUER POLICY NUMBER EYCOLIP FF POLICY EXP LIMITS LTR INSD WVD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE LXOCCUR PK202300018638 8M12023 8/1/2024 DAMAGE TO RENTED 100,000 PREMISES IF, occurrence $ _ MED EXP(Any one son $ 5,000 PERSONAL 8 ADV INJURY $ 1'000'000 G_EN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY❑ippa El LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY (Ea SINGLE LIMIT 1,000,000 (Ea accident)___ _ . $ X ANY AUTO AU202300017114 8/1/2023 8/1/2024 1 BODILY INJURY Per person $ _ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-pWNED PROPERTY AMAGE AUTOS ONLY AUTOS ONLY Per accident $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE EX202300001337 8/1/2023 8/1/2024 AGGREGATE $ 5,000,000 DIED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? NIA - - - (Mandatory m NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 7 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certificate holder is included as Additional Insured where required by contract or agreement with regard to liability arising out of the Insured's operations per the terms and conditions of the referenced general liability,auto,and umbrella policies. Village of Rye Brook is included as Additional Insured where required by contract or agreement with regardto liability arising out of the Insured's operations per the terms and conditions of the referenced general Iiability,auto,and umbrella policies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NY S I F PO Box 66699,Albany,NY 12206 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A^^A A A 510423602 �F m ALMEIDA OIL CO.,INC. 33 HUBBELLS DRIVE , MOUNT KISCO NY 10549 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER HALSTEAD-QUINN PETROLEUM CO, INC. VILLLAGE OF RYE BROOK 33 HUBBELLS DRIVE 938 KING STREET MOUNT KISCO NY 10549 RYE BROOK NY 10573 POLICY NUMBER I CERTIFICATE NUMBER POLICY PERIOD DATE G 2090 374-6 2462 05/01/2023 TO 05/01/2024 04/11/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2090 374-6, 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:/NVWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS' COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. 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. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS'NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,I SURANCE FUND UNDERWRITING VALIDATION NUMBER: 890,405167 III 1110000000000011438 ON3111111 Form WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-209037461 U-26.3 [00000000000114386803][0001-0000209037461[##G1[16114-92][Cert_NOP{ptT_1][0I-M1] ACC)IRV CERTIFICATE OF LIABILITY INSURANCE DATE(MM+oomYY) 04A3W23 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 poticy(Ies)must have ADDITIONAL INSURED Provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain polfcles 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: CM(Stlrte Schuller AssuredPartners Northeast,LLC. PHONE (631)844-5178 FAX No (831 4fi5 4005 100 Baylis Road ADDfm,R40.ESS: Chris.schuliar@assuredpartners.com A!C ) Suite 300 INSURER(S)AFFORDING COVERAGE NAIC 0 Melville NY 11747 INSURER A: Fortegra Specialty Insurance Co. 16823 INsuRED INSURER B: Merchants Mutual Ins.Co. 23329 Interstate Fire&Safety Equipment Co.,Inc. INSURER C: Merchants National Insurance Company 12775 INSURER o: State Insurance Fund-NY 36102 75 CALVERT ST INSURER E: Endurance AssurarCe Corp 11551 Harrison NY 10528 1 INSURER F: Illinois Union Insurance Cc 27960 COVERAGES CERTIFICATE NUMBER: *23-24' REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR 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 IN LTR TYPE OF INSURANCE INSC, WvD POLICY NUMBER MMIDDIYYYY) IMMIDDIYYYYJ LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 DAMAGE TO RENTE5__ CLAIMS-MADE ®OCCUR PREMISES rr n S 100,000 Contractual Liability 5 000 MED EXP one S A Y Y FMC-CGLI000844-00 OW01/2023 04/01/2024 PERSONALaADVINJURY $ 1.000.000 GENL AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2.000.OQO FZA PRO POLICY JECT LOC PRODUCTS-COMPIOPAGG S 2.000,000 OTHER: $ AUTOMOBILE LIABILITY COMOkNEDSINGL LI R S 1,000 000 (Ea scdent ANY AUTO ODDLY INJURY(Per paean) s B OWNED SCHEDULED Y Y CAP9270145 04/01/2023 04101/2024 BODILYINJURY(PerwddeMl s AUTOS ONLY AUTOS HIRED NON-OYYNED AUTOS ONLY AUTOS ONLY p DAMAGE er acc4ent) S S UMBRELLALIAB OCCUR EACH OCCURRENCE S 2.000.000 C EXCESS LIAR 11 CLAIMS-MADE Y Y EXL0003468 04/01/2023 04/01/2024 AGGREGATE s 2,000.000 DED I X RETENTIONS 1D,000 S YYORKFJRS COMPENSATION PER TH- 01 AND EMPLOYERS'LIABILITY Y!N TAT D ANYPROPRIMSRlPARTNEEDXEcuTrvE Q NIA W2587725-9 D4101/2023 04/01/2024 E.L•EaACHACpoErfT S 100,000 OFFICERIAErtBEREXcLUDED. (Me s,Morydesc In NH) E.L.DISEASE-EA EMPLOYEE S 100,000 e Yes.describe AMIdM DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LINT S 500,000 Excess Liability E EXC30001868603 04/01/2023 04/01/2024 Occurrence 5,000,000 Aggregate 5.000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional It marhe Sehedule,mq be attached I owe space is regdred) RE Customer Jeffrey Katzin 2 Red Roof Drive Rye Brook,NY 1057. Certificate holder is named as additional Insured on a primary&non-contributory basis Including products/completed operations for work performed by the insured per written contract. Waiver of subrogation applies in favor of general liability coverage by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 0 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYSIF NOW York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AA A A A A 061157138 ASSUREDPARTNERS NORTHEAST LLC 100 BAYLIS RD STE 300 Q . MELVILLE NY 11747 EEO SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER INTERSTATE FIRE AND VILLAGE OF RYE BROOK SAFETY EQUIPMENT CO INC 938 KING STREET P O BOX 4165 RYE BROOK NY 10573 GREENWICH CT 06831 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2587 725-9 144381 04/01/2023 TO 04/01/2024 4,112023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2587 725-9, 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://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. 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 STAT SU NCE FUND T DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER. 367284648 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, November 16, 2023 11:16 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/16/2023 11:16 To: VIL RYE BROOK PRIMARY Transmitted: 11/16/2023 11:16 00002 Ticket: 11163-000-910-01 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING AT LOT 3, MARK FROM THE ELECTRIC POLE TO THE RIGHT SIDE OF THE HOUSE NearSt: BETSY BROWN RD & BONWIT RD Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALLING ELECTRIC LINE Estimated Work Complete Date: 11/21/2023 Depth of excavation: 2 FEET Site dimensions: Length 100 FEET Width 2 FEET Start Date and Time: 11/21/2023 07:00 Must Start By: 12/06/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEX ZOLDEN ------------------------------------------------------------------------------ Comments: ALSO INSTALLING PROPANE TANK ON THE LEFT SIDE OF THE HOUSE, PLEASE NOTE Lookup Type: STREET ------------------------------------------------------------------------------ 1 Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, November 16, 2023 11:14 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/16/2023 11:14 To: VIL RYE BROOK PRIMARY Transmitted: 11/16/2023 11:14 00001 Ticket: 11163-000-910-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: WORKING AT LOT 3, MARK FROM THE ELECTRIC POLE TO THE RIGHT SIDE OF THE HOUSE NearSt: BETSY BROWN RD & BONWIT RD Means of Excavation: MINI EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALLING ELECTRIC LINE Estimated Work Complete Date: 11/21/2023 Depth of excavation: 2 FEET Site dimensions: Length 100 FEET Width 2 FEET Start Date and Time: 11/21/2023 07:00 Must Start By: 12/06/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEX ZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: STREET ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER 1 VIL RYE BROOK WESTCHESTER CTY SWR z Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, May 4, 2023 7:03 AM To: Steven Fews Subject: Message from UDig NY ****UNMARKED-NOW DUE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/04/2023 07:02 To: VIL RYE BROOK PRIMARY Transmitted: 05/04/2023 07:03 00001 Ticket: 04263-002-249-01 Type: UM-Now Due Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: STREET TO HOUSE NearSt: BETSY BROWN RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL UTILITIES Estimated Work Complete Date: 05/10/2023 Depth of excavation: Site dimensions: Start Date and Time: 05/01/2023 07:00 Must Start By: 05/15/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addr1: PO BOX 344 Addr2 City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEC ZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, May 2, 2023 7:01 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/02/2023 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 05/02/2023 07:00 00003 Ticket: 04273-000-809-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr= From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: STREET TO HOUSE NearSt: BETSY BROWN RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL FOUNDATION Estimated Work Complete Date: 05/02/2023 Depth of excavation: 8 FEET Site dimensions: Length 50 FEET Width 60 FEET Start Date and Time: 05/02/2023 07:00 Must Start By: 05/16/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEC ZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, April 27, 2023 10:01 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/27/2023 10:00 To: VIL RYE BROOK PRIMARY Transmitted: 04/27/2023 10:00 00003 Ticket: 04273-000-809-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State- NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: STREET TO HOUSE NearSt: BETSY BROWN RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL FOUNDATION Estimated Work Complete Date: 05/02/2023 Depth of excavation: 8 FEET Site dimensions: Length 50 FEET Width 60 FEET Start Date and Time: 05/02/2023 07:00 Must Start By: 05/16/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2 City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEC ZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 26, 2023 1:58 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/26/2023 13:58 To: VIL RYE BROOK PRIMARY Transmitted: 04/26/2023 13:58 00003 Ticket: 04263-002-249-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name Offset: ------------------------------------------------------------------------------ Locate: STREET TO HOUSE NearSt: BETSY BROWN RD Means of Excavation: EXCAVATOR Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL UTILITIES Estimated Work Complete Date: 05/10/2023 Depth of excavation: Site dimensions: Start Date and Time: 05/01/2023 07:00 Must Start By: 05/15/2023 ------------------------------------------------------------------------------ Contact Name: ANTHONY LUPINACCI Company: SOUTHLANE CONSTRUCTION Addrl: PO BOX 344 Addr2: City: AMAWALK State: NY Zip: 10501 Phone: 914-490-1472 Fax: Email: lupi405@gmail.com Field Contact: ANTHONY LUPINACCI Alt Phone: 914-490-1472 Email: lupi405@gmail.com Working for: ALEC ZOLDEN ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday,July 24, 2024 7:02 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 07/24/2024 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 07/24/2024 07:01 00028 Ticket: 07244-000-102-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: CURB TO CURB, 15 FT BEHIND ALL CURBS NearSt: BETSY BROWN RD & OLD OAK RD Means of Excavation: BACKHOE, EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 07/29/2024 Depth of excavation: Site dimensions: Start Date and Time: 07/29/2024 07:00 Must Start By: 08/12/2024 ------------------------------------------------------------------------------ Contact Name: JOE OLORI Company: J FLETCHER CREAMER & SON INC, HACKENSACK NJ Addr1: 101 E BROADWAY Addr2: City: HACKENSACK State: NJ Zip: 07601 Phone: 201-468-4800 Fax: Email: joseph.olori@jfcson.us Field Contact: EDWARD PESSOLANO Alt Phone: 201-390-3947 Email: edward.pessolano@jfcson.us Working for: VEOLIA WATER ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday,July 23, 2024 8:43 AM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 07/23/2024 08:42 To: VIL RYE BROOK PRIMARY Transmitted: 07/23/2024 08:42 00023 Ticket: 07234-000-571-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 2 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: BETSY BROWN RD & OLD OAK RD Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: U Work Type: INSTALL WATER SERVICE Estimated Work Complete Date: 07/26/2024 Depth of excavation: Site dimensions: Start Date and Time: 07/26/2024 07:00 Must Start By: 08/09/2024 ------------------------------------------------------------------------------ Contact Name: KATHERINE CAMARGO Company: SUEZ WATER, WESTCHESTER Addrl: 2525 PALMER AVE Addr2: City: NEW ROCHELLE State: NY Zip: 10801 Phone: 914-637-5302 Fax: Email: katherine.camargol@veolia.com Field Contact: DIMITRY QUINN Alt Phone: 914-383-6285 Email: dimitry.quinn@veolia.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. : Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK 1 WESTCHESTER CTY SWR z own.% tip •Wig* Iowa • NP * - 009 w C!) 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MM. 0 kv, d o amc* *all Sfeps 11�.yg � \Gote1 '� d X Door SO/Door Siy/ Door Si// 2 Story FrarT/e c� Clap Board Ec 21515 R 215.19 (`Mouse Na 2 am Hr%/ Or.) 1 Story �O Q c� tyo�knut Garage g � E/ 214.01 %f'a/kauf jyo/trout Ooor- S/// s� E7 21i96 E/ 21�01 R 215.12 A 0, Ji'indo/j �e// efer Flogstone oroge F/. 6oroge F/ "AO g e C X a r F/Vstone Terrace Ij th r � � g Cora £/ 21479 E/ 214. 17.1' V ` , :; Bisck Piers � x �� y q � � ❑ ❑ ❑ /j'a/k � Q r� � SYone osonry o// o w��v � 4i Door Si// E/. 215.19 bJ o n 4 n m f7ogstone Poroh �O w ' ` . �. �o X ti gyti a o w` / �,�. 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Pad And 1.7' Ro w Lot 2 O ,g•�i � La1 Stone Curb fl TC 217.11 TC 216JO O BC 216.6i br 215.79 a Blacktop a i Drveway g �. RC 216 s9 BC 215.86 C 217.12 lC 21638 Stone Curb mac'mm NN ? N N rnrn a water \ a� Meter Pit Drain a m Inlet G-21s.31 a f Pin e s o � x 'a n O-217. 08 . �- 1=21328 0 �N q 3 O rt VAN Temporary \ i Elec. Meter Post II US/ify lues•pla e 55 YoNesti I v tb HO� o a f IL � 1l, 1� ■ U #4 BEAM BARS ® 6"0.0 TYPICAL POOL BEAMS SCALE 1/2"- 1'-0" PLAN 5GALE - 1 /4" - 1'-0" SECTION 50ALE- 1/4"- 1'-V HAUNCH 15 NOT 51-101,NN. t NO PIPE5 IN THE THICKNESS'' OF THE WALL. 2" STEEL I STEEL I I DEP1 #401 2" O.G. #401 2" O.G. 8" UP TO 4 #4®12"O.r— #4®9"O.G. 1 3" 4'TO 5TRA16HT POOL 1NALt—"MIN.----� SMALL RADIUS BETWEEN WALL AND FLOOR NTS REcEtYE F 3D EP - 6 2o24 VILLAGE OF RYE BROOK BUILDING DEPARTMENT TIE STEEL INTO 1 OR 2 #3 WRAPPED FLOOR GRID. AROUND PEIMETER OF BOX \\ 2 #3 U-BARS IN X 4 Y DIRECTION FIELD BUILT 5UMP WATERWAY =�a10 640-4120V SPECIFICATIONS: • T-10paiiArea 62454 • Frame Siie: 13:250" % 15:250' Ffoor. PirnVRaie 35E GPh1 �1831Lso� Wall Mow;Hate 280 GPM.Q 1 44 Wsec • Flow Rate Q i 5fl,sec 292.1. POOL/5PA PLUMBING SCHEMATIC MAY BE #3®1 2" O.G. SEE WALL �#5A55HOW11 DETAIL W 4 D VARY WITH SIZE OF COVER TYPICAL AUTOCOVER DETAIL NTS ,cW YORK CODE COMPLIES WITH2O20 RESIDENTIAL CODE OF NYS NEW YORK IRG 5WIMMIMG POOL CODE NY5 UNIFORM CODE 2020 POOL SUPPLEMENT SECTION 326 R326.3.1 In ground pools. IRS 26.3.5 Permanently installed spas and hot tubs. R326.4 Barriers, application. R326.4.1 Temporary barriers. R326.4.1.1 Height. R326.4 Replacement by a permanent barrier. R326.4.2 Permanent barriers. R326.2.1 Barrier height and clearances. R326.4.2.2 Solid barrier surfaces. R326.4.2.3 Closely spaced horizontal members. R326.4.2.4 Widely spaced horizontal members. R326.4.2.6 Diagonal members. R326.4.2.1 Gates. D- INSIDE PIPE DIAMETER R326.5elfclosing and opening configuration. R326.4.2.1.2 Latching. YD Ymin min R326.4.2.1,3 Locking R326.5 for 4" b" Entrapment protection swimming pool and spa Suction outlets. FIELD BUILT 5UMP R326.5.1 Complance. R326.6 Suction outlets. PIS 26.6.1 compliance alternative. R326.6.2 Suction fittings. R326.6.3 Atmospheric vacuum relief system required. KIMMER MOUTH TOP OF BEAM R326.6.4 Dual drain 5eparation. '-- R326.1 Swimming pool and spa alarms, applicability. SKIMMER BOX A BE M BARS BENT -5 BAR'. GRID -TIED UNDER SKIMMER BACK INTO WALL STEEL MOUTH STEEL AT SKIMMER C Z w z Z NTS W Z w z w W I Z -j W a Q 52 K N 0 ®\ / vv® yL WATERWAY sPEc,PICA'noas: 640- 1 SOOV • Tot I0O Nee 14.8 • Frame Slze'.8' Rountl •.Floor:FYwi: Rete'. 153 GPM :0:2.T2fUsec _"I —ow R-t 6GPM Q 173:Usec • Flow. Rate @? 1 5 W—::6B GPM 5PA 5ECTION SCALE 1/2"- 1'-0" -5000 P51 CONCRETE --GRADE 40 STEEL TIE REBAR AT ALL INTERSECTIONS -REBAR IN STEPS AND BENCHE5 IS OPTIONAL. IT IS USED AS A FORMING DEVICE AND HELPS TO REDUCE TEMPERATURE AND SHRINKAGE CRACKS. IT 15 RECOMMENDED. -WOOD BLOCKING TO HOLD STEEL WALL GRID OUT, SHOULD BE IN PLACE BEFORE STEEL INSPECTION. ALL ELECTRICAL COMPON'EN TS MUST BF, W,'WIM 6" FROAA POOL WATER (PUMP. 1HEATER, jUNCTION BOXES, ETC.) A NOTES .:. 1. LIGHTING W.P. RECEPTAGLE5, CIRCULATION PUMP(S), HEATER(5). CHEMICAL FEEDEWS) AND ALL OTHER ELECTRICALLY POWERED EQUIPMENT SHALL BE MANUFACTURER APPROVED FOR SPA 4 SWIMMING POOL USE 4 SHALL BE WIRED t GROUNDED BY A LICENSED ELECTRICIAN IN ACCORDANCE WITH THE M05T STRINGENT REQUIREMENTS OF THE MANUFACTURER, GOVERNING LOCAL ELECTRIC CODE AND NFPA-10 ELECTRICAL CODE (NEC) LASTEST EDITION. 2, THE POOL SHALL BE WIRED 4 GROUNDED IN STRICT ACCORDANCE WITH NFPA-10 AND THE LOCAL ADOPTED ELECTRICAL CODE. S. ELECTRICAL EQUIPMENT AND MATERIAL SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL-L15TED) FOR THE USE INTENDED. PANEL ENCLOSURES FOR OUTDOOR USE SHALL BE NEMA 2 IF EXPOSED TO, PRECIPITATION ONLY, OR NEMA 4 IF EXPOSED TO CONCENTRATED SPRAY. 4. CONCRETE CYLINDER STRENGTH SHALL BE A MINIMUM OF $000 PSIG AFTER 25 DAYS REINFORCING STEEL SHALL BE GRADE 40, UNLE55 OTHERWISE NOTED. 5. THE ENGINEER HAS NOT REVIEWED SUBSURFACE CONDITIONS, UNLE55 NOTED IN THESE PLANS. THE ENGINEER SHALL BE INDEMNIFIED AGAINST ALL DAMAGES ARISING FROM SUBSURFACE CONDITIONS. 5. THE ENGINEER 15 RESPONSIBLE FOR THE CONTENTS OF THIS DRAWING AND HAS NOT REVIEWED ZONING CRITERIA AND PERMITTING REQUIREMENT5 AND SHALL BE INDEMNIFIED AGAINST ALL DAMAGES ARISING FROM NONCOMPLIANCE WITH ZONING AND PERMITTING REQUIREMENTS. T. THE OWNER SHALL BE RESPONSIBLE FOR FENONGTHE POOL AREA IN ACCORDANCE WITH PREVALING REGULATIONS. Alex Zoldan t ,, 2 Elm Hill LLC LOT #5 L 2 Elm Hill Rye Brook, NY �E ASSHOWN 08/2-1/24 plLe. 434FR W17/11'7 7/]I nr-m I nT m, l]fl.7d -N 1" x 1/2" REDUCING TEE OR ELBOW 2f" [66.7mm] DIA. 2J" [58.7mm] DIA - ��- - .-I HOLE IN CEILING CUP 2" [50.5mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION ... CEILING J" [12.7mml MAX. COVER AD,KISTMENP"„CIA 3/16" COVER PLATE [84.1mm] [4.8mm] ASSEMBLY SPRINKLER CO R PLATE° 112"L12 7mm] AQJUSTMENT PERMIT A q 'P, J 3 '4 6' 1011 Rye Brook, NY 1 1/4" MAXIMUM FACE OF FITTING TO WALL DIMENSION RECOMMENDED WALL HOLE 2 5/8" 1" Solder x 1/2" NPT reducer I ® 2 5/16- DIA.rAmmelo - i IRMt I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. N New 1" Watts LF007M1 QT DCV backflow prevention device, 30"-60" above floor, 24" clear above device, 8" clear behind device, 30" clear in front of device, with manufacturer supplied ball valves before and after check assemblies, remove valve handles in the open position and place near sprinkler riser DCV DEVICE TO BE EXACTLY AS SPECIFIED, NO SUBSTITUTIONS OF MAKE, MODEL OR SIZE Domestic riser New Valve 1" or larger Copper Type K service from municipal water main 125 linear feet 1/2" [13mm] ADJUSTMENT valve 1" water meter, may be in house or in meter pit at property line, see WCDOH backflow submittal for details a Sidewall head detail, no scale 4"- 6" ,ese s are a 36" Ily from e top Legends Residential conceded pendent fire sprinkler head, 165 degree F sprinkler ew Fire sprinkler riser temperature rating, 135 degree cover plate rating, K factor 4.9 Reliable Model RFC49 Conceded Residential Sprinkler, SIN RA0616, color of cover to match color of paint on ceiling and have 1/2" of adjustment IMPORTANT NOTE: STRAINER PROHIBITED ON FIRE LINE System Sensor Model WFDT t-Inspector's test valve, 3/8", flow switch, to sound house provide outlet with male alarm when flow is detected garden house threads Riser Diagram o. to scale Residential concealed sidewall fire sprinkler head, 155 degree F sprinkler ® temperature rating, 135 degree F cover plate temperature rating, K factor 4.4, Reliable Model F1 Res 44 SWC, SIN R3531, deflector 4"-6" below ceiling o Bothroom under 55 sq, ft., does not require fire sprinkler, NFPA �J 13D-2016, Section 8.3.2 Closet under 24 sq. ft. does not require fire sprinkler, NFPA 13D-2016, Section 8.3.3 Garage, does not require fire sprinkler, NFPA 13D-2016, Section 8.3.4 Water only in the fire sprinkler, contractor to ensure fire sprinkler piping and heads are within the heated envelope of the building All risers 1" from below unless otherwise noted CPVC fire sprinkler piping, where used, shall not come in contact with insulation or any plastic or fiberglass building materials, CPVC piping shall be wrapped with kraft paper for protection. All fire sprinkler piping in house to be new Blazemaster CPVC concealed with mninimum 3/8" gypsum board. Steel Schedule 40 or Copper Type K shall be used where exposed. Sprinkler head spacing: -Minimum 8' spacing more than 1 head in a compartment -Pendent head, 1 head in a compartment, 20'x20' -Pendent head, 2 or more heads in a compartment, 16'x16' -Sidewall head, 1 head in a compartment, 18'x18' -Sidewall head, 2 or more heads in a compartment, 12'x12' GENERAL NOTES 1. Contractor shall provide a safe and operable automatic fire sprinkler system in accordance with NFPA 13D-2016, these plans and all state, county and local laws governing such installation. 2. Piping shall conform to ASTM A135 Steel Schedule 40, ASTM F422 SDR 13.5 CPVC (Blazemaster) or Copper Type M rated for fire service use. No bends shall be permitted of any pipe. Rated for fire service use. 3. All steel connections shall threaded, all CPVC connections shall be solvent welded, all copper connections shall be threaded or soldered. Threads shall be NPT and conform to ANSI B.1.20.1. 4. All system components shall be rated for a minimum operating pressure of 175 PSI. 5. Where manufactures part numbers are called out, it is not intended to require use of the particular part. Rather, it is intended to set a minimum performance requirement. Use of components other than those shown on these plans is permitted with the written permission of the Engineer. Additional cost and/or labor required by substitution of components shall be the exclusive responsibility of the Contractor. 6. Sprinkler heads shall not be pointed or otherwise covered with any coating unless applied by the manufacturer. 7. All valves shall be provided with permanently marked weatherproof metal or rigid plastic identification signs. The sign shall be secured with corrosion resistant wire or chain. 8. These plans require the installation and acceptance testing of on automatic fire sprinkler system. Maintenance of the system shall be the responsibility of the Owner. 9. These are not as -built drawings GPVC SDR 13.5 Step No. Size (inch) Pipe Fittings and Devices Sprinkler S1 1 Elbows, 2 Tees to Nominal 1 Sprinkler S2 Exact ID 1.101 Equiv. Pipe Length (ft) Length 8 Friction Loss, C=150 (psi/ft) 0.035 Pressure Losses (psi) Sprinkler 10.12 Location S1 Flow required Pressure (psi) (gpm) 10.12 14.00 Fitting 21 Pipe 1.02 Total 29 Elevation 0.00 S2 11.14 CPVC SDR 13.5 Size (inch) Nominal 1 114 Pipe Fittings and Devices 8 Elbows, 8 Tees 30' Elevation Drop Backflow Device Equiv. Pipe Length (ft) Length 120 Friction Loss, C=150 (psi/ft) 0.01 Backflow 6.00 Pressure Losses (psi)FEFW-t Location Pressure (psi) 11.14 Flow required (gpm)_-] 14.69 Step No. Sprinkler S2 to Water Meter Outlet Fitting 104 Pipe 9,41S2 Exact ID 1.394 Total 224 Elevation 12.99er e er u e Copper Type K Pipe Size (inch) Nominal 1 Pipe Fittings and Devices 1" Water Meter 0 Elbows, 0 Tees 0' Elevation Drop Equiv. Pipe Length (ft) Length 125 Friction Loss, C=150 (psi/ft) 0.217 Pressure Losses (gain) (psi) Meter 3.00 Location Water Meter Outlet Pressure (psi) 39.55 Flow required (gpm) 28.69 Step No. Water Meter Outlet to Water Main Fitting Ipe Exact ID 0.995 Total 125 Elevation 0.00 Water Main 69.69 28.69 Conclusion: Static pressure in municipal water main Is ou rol, Ivrrre- IoL, sivvv ails F--u- - I-1--� rr---j MAR 10 2021 JD s I_ Vll..le..AQ;E O _ 'I BROOK 19 ich er Engineering,P.C. 115 Cedar Hill Road, Bedford, NY, 10506 l_¢___'4 www.richterengineering.com 914-907-3895 New NFPA-13D Fire sprinkler, The Homes at Crawford Park, Elm Hill Drive at Betsy Brown Road, Lot 3, Rye Brook, NY It is a violation of New York State Education Law, Chapter 16, Title 8, Article 145, Section 7209, for any person, unless acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If an item on this drawing is altered, the altering engineer shall affix to this drawing his seal and the notation altered by followed by his signature and the date of such alteration, and a specific description of the alteration. Original Scale 1/8"=1'-0" Date: 06 March 2023 Fire Sprinkler Plan - � THE HOMES AT LOT �3 •t �'` "'°''G� & � REV WESTCHESTERarchdectcom AWFORD PLAt I �• , � ,oaroauv 7 FEB SPEARMAN EknwwrAN � 6 DA TARCHITECTURAL � - DESIGN PC EER DRAWINGS FOR SITE DRAWINGS.COVERAGES. ACK AND ADDITIONAL INFORMATION ARE REQUIRED- ►J` /�/ ,�A�'"`� ENGINEER OWWS TO BE SUBMITTED ��/, BUILDING DEPART�V! SEPARATELYOR MECHANICAL LAYOUT AND EQUIPMENT PROVIDE SUBMITTAL AND CUT-SHEETS 914.769.0012 saw"r f�/ , • �W x o FOR ARCHITECT APPROVAL 24hawtho n�le n nyr 05 2� APPLICABLE CODES 1 + 3W ;1 -+-- - i0 2020-NEW YM STATE eUILOING OM 2020-NEW YM STATE RESDENTIAL OWE •�� ' -�,� , ; 2020-NEW TOfi;K STATE ENERGY OOIi__RVATM CONSTRUCIM COOS 2020-NEW V=STATE PLUMBING 000E ' 2020-41EW YM STATE MECHANICAL COOS �... / 2020-NEW YM STATE FIK CODE S.131 •+ _ f ; I LOCATION PLAN 2020-NATIONAL FOE PRoTWnON ACT(WPA 70) 2OZ1-NEW V=STATE NIA GAS CODE 13 5.51-1-1 `_`' ' ', `` -`• • �I ! SCALP. N.T.S. LIGHT AND VENTILATION SUPPLEINTs NYS ENERGY ooNsaoRVATION 000E I NYS UNIFORM DOGE SUPPI.E7iOM !111�D AR .`` T` ; r'_• _ �' 1 ! INIf•IT( VO4XAIM(410 � 4� 6 Cyst -. _ •�_ 1 T ! AREA WA'D PROV OED REOb alp SEwL d C► ••�.. _ PROVIDED �"•� �+'► ! TO TtN:SST OF MY IMOt�EDOE,BELIEF.AND •� Q - 4.,. • .�OOq •♦s u u YES PROFESSIONAL AAXZMENT THE PLANS AND � Qn , I,L �� .�, /`-'�..��'�•-� I i � am M>mwncc MIrA p aQ eu 4130►t sat VA 11E8 FICA711ONS ARE IN COMPLIANCE rMTFI THE r rw !�•..""•�.... / WE MENTIAL CODE/ENERGY CONSEftI/ATi�N •*GM M>ttmtalr goo MRA p ON 47.7 •u as s 0A YES CONSTRUCIM 000E OF NEW PORK STATE �j► THE HOMES AT _ Z/ ! ;r,�r EFFECTIVE AS OF TINS DATE. '9 CRAWFORD 0 14111 eas 7.3 tilts tlEs PARK �_`• �Ro�,�,� —�� PERMIT# Ia,4 su as 1u YES DESIGN CRITERIA `. "oe Rp'A•• i Mp1�plp IlggT/g11pt tom! OLI /W !�0 KO YES C110N RJ01 TAB N� �• �•• l �' 111 t OoaM V CIA : >ts ♦ TIES a�A�AND�oESION cSIITERIA CouNTY. ~ owto� • 4,a u ss Ls 1Eg SATP 0 D lot •1 U4 40 1" YES LOT#3 DEVELOPMENT PLAN twtot tl�ttoat W 3" u >av TIES "Offis SCALE 1' 4W Milli teoaoor R /0s ua aao a,I 111.4 TES Z BUIL01 PE--.CTO @ f Rye Brood.NY p IN at 7s »s YES DRAWING UST O �pOOpr M In so OLa Oa tn.4 TES GFA 190 SF covet LOCATION PLAN AND DETAILS (no a�tor,/rtattoott/O 1s W >t" s1 11.4 TIES �O Spearman Architectural Design PC ,�,,,,M,,,,,,tt�t,#I In • >.� ♦ CIEs Al PLANS AMDETAILS o 0 architecture . dcsign planning A2 PLANS AND DETAIL$ t1M-�uR p N ago ♦ 1.0 • lES A3 EXTERIOR ELEVATIONS m et-aunt p as aro • Le • TES A4 EXTERIOR ELEVATIONS D co e�-♦,ns p 4s a� ♦ I.e • t�EB A5 SCHEDULES F1 FRAMING PLANS �0 W wlu 11111411111111011 a &0 • I.s ♦ YES F2 FRAMING PLANS CO Z W= To: Architectural Review Board and Building Inspector F3 TJ SEC71011.4 AND DETAILS }. o '�1 0 Village of Rye Brook,NY Y RE: 2 Elm Hill-The Homes at Crawford Park Subdivision,LOT#3 •IS�VICRED 1.2-ARTIFICIAL LIGHT AT 6 FOOTCANOLES MIN.AT 30'A.F.F. E�2 �PLANS PLANS W O W •• PER R303,2-ADJMING ROOM-CALCULATED AS ADJOINING AREAS m m ix X W ~• PER R 30&3-BATHROOM EXCEPTION: PROVIDED 1MTM ARTIFICIAL LIGHT AS CcW ABOVE AND VENTILATION PER M1505 DIRECT 70 THE EXTERIOR Q W Cn COVERED PATIO Roof GAF Lifetime Timberline HD in'Charcoal-Gray' PROVIDE IMTH 3SF LIGHT OF WHICH HALF(1.�IS OPENARE SPEC OUTLINE SPECIFICATIONS W � > **"PER R30&1.1-'».W HOLE HOUSE MECHANICAL VENTILATION SYSTEM PER W� W O O Metal Roofing Standing seam Aluminum,Krynar coated color'Charcoal Gray' M1505 IS INSTALLED' om o U = Siding Hardiplank textured'Select CedarMill'6"exposure lap siding in t J 'White Picket Fence'AND James Hardie'Hardi-siding'vertical FIRST FLOOR P 0 J J siding'Board and Batten'in'White Picket Fence' J= COVERED ENTRY/PATIO / Stucco Medium Gray at exposed foundatio AND at basement stair walls GFA 2244 SF \ Steps to Basement Brushed concrete treads and risers = - W t FIRST FLOOR '`��/ Cornerboards Azek in e GARAGE GFA INCLUDES 400SF - I 1 YARD RATIO Windows Andersen 400 series,with interior divides per elevations in'Black' TWO-CAR GARAGE SIDE YARD RA110 p _ COVERED ENTRY/`PATIO I ® _ 21&b FIB Rear French doors Andersen 400 series in'Black' -- --- - &OD AV& ` ------- ORAOE AT PROJECT NUMBER aRAo[A� --- -�4�1 Avg or:AOE A�euluolNa PROPERTY LANE ZLD-127.21 Trim at windows Azek trim in'White' 111111111101111111011V LINE 20e,2a eT_ _________________- Village C♦�Rye Brook So*YARD EAST SK YARD V= Portico Azek trim'White'at new portico,with'Cedar'stained wood ceilinga p ARC, Ar�l�[ �ct�!r I Bleed Bt���'d s LOT #3 � Columns Permacast 8 plain recessed panel,simple beveled cap and base SIOE/<:RONT YARD EAST , a ,� 'White' Approv ai Date.: Post and rail Tim bertech-Black metal ballusters w/Walnut top rail AREA IS EXCLUDED FROM FAR v AND GFA CALCULATIONS.QUAL Deck Timbertech'Edge'-in color'Coconut Husk' VILLAGE CODE 250-2 CELLAR PER i EASEMENT/ __ _ .a POW.RATIO Spiral Stair Paragon Stairs--Aluminum metal in powder coated Blac CELLAR THIS LEVEL TO BE FINISHED :` � - REVISIONS PART OF THIS APPLICATION PROPOSED MAX. DATE DESCRIPTION FOR BUILDING PERMIT �`LL --�_.,...�..���..-> i� Guardrail/Handrail Aluminum metal In powder coated b ack(at stairs to basement) GFA O SF "I� 00 - " IT 092122 CDOCS 1 � � 110222 ARB APP Sun Tunnels Velux,low profile TGF series rear only) --„` � 120222 REV WINDOWS Front Door/Sidelights Wood look,fibreglass in color'Rustic Clay'stain/color GARAGE SLAB � 100 B.PERMIT APP ABOVE FRONT YA13D/ItAT1�0 --- ' 020823 B.P./ARB APP i Patios/Path Mail Cap luestone in mosaic cut(no reds) I ,' 0A9 I �' ® AAT NO HOUSE i' 2IL25 G ® ®FM ISSUED FOR I look forward to u h p enting and discussing these finishes. 21740 AVG. __ ____ ____ __--_- REVIEW Trevor Spearman R.A. 02-08-23 WIAOE AT 214AI Aft ERODE AT 8uI1�MiG PROPER I Y L= DRAWING DATE 914.769.0012 FRONT YARD 2OL25T--------------------- �' 02-08-23 245 saw mill river road#106.hawthorne.ny 10532 TOTAL GFA MAX. PER P.BOARD= 4146 SF LOT #3 _ info;spearmanarchitectural.com ARB APPROVED EXTERIOR FINISHES PROPOSED FLOOR AREAS TYPICAL) PROPOSED HEIGHT SETBACK RATIO DIAGRAMS COVER SCALE: N.T.S. (EXOEPT B Ei:Ii AREAS NOTED W=WNW THIS SCALE: Mir=1'-W SCALE 1/4N)r•1'-W THE HOMES AT LOT #3 AtVeRe WESTCHESTERarchrtectcom - '` i 9'; ii ilooe7altl , CRAWFORD SPEARMAN ` y.` �`� \� - •,�. _, ., PAR ARCHITECTURAL DESIGN PC SEE SIZE ENGINEER DRAVONGS FOR SIZE DRAWINGS,COVERAGES, A SETBACK AND ADDITIONAL INFORMATION FRR 2_ _il73 SPIWNKLERS ARE f�0U11�D—Q11aNEER oWG's TO 8E SUBMITTED � LOT '1 , ` '// ;�/�, j` � •� —t O�—�A.ow•.e �� , d s w - j , ' /�/ `•-.� „� '. SEPARATELY FOR APPROVALS 914.769.0012 -1 MECHANICAL LAYOUT AND EQUIPMENT—PROVIDE SUBMITTAL AND CUT—SHEETS 245 saw mill river rd#cos ..-... FOR ARCHITECT APPRO AL V__._...- L� V11 I hawthorne.ny 10532 -RTM APPLICABLE CODES ENT' 2020-NEW YM STATE BUILDING CODE l 2020-NEW VIAL STATE RESIDENTIAL CODE i1 -� _� f •���' , ` --- ; 2020—NEW YORK STALE ENERGY I'm SERVA110N CONSTRUCTION CDDE ' 2020—NEW YM STATE PLU MIBIIG CODE R`1 2020—KW YM STALE MEMAWAL GOOF I 20�0-NEW MW STATE FM CM S.131 - � I ' �� LOCATION PLAN MO-NATIONAL IRE PRORocnON ACT SPA 70) - 2M-NEW VW STATE FUEL GAS CODE 135.51-1 1 Y �► SCAL0. KT.S LIGHT AND VENTILATION SUPPLEMENTS to NVS ENERGY oarsERVAtION CONSI GODS .# ' �I NYS UNIFON 000E SUPPLEMENIIS LIGHT(we VENTILATION(410 AREA REn PROVOED RECM PROVOW PROI�ES9dtILL SEAL— �,� �`O "1 •a4 TO THE BEST OF MY KNOWLEDI,IE.BELIEF.AND i �� - - '�R•_..� I i �ol�oal w 1r0 sus u 1�Si ,NT TI#PLANS AND am SAUMff ARA#I pt lobs •Bat 2u VA YES IFICA71ONS ARE/IN OOMPUANCE WITH M AL COK/ 1f�iK STA THE HOMES AT CRAW O -�, .� `' �, i •a•aa ifllMrolr Iloa wrn#e w 4?a •mo tea OA YES A `, .. ,••�• YEs r�o F R D �IOtitat 11AtL M111IIOOr K 310 • t.8 • EFFECTIVE AS OF TINS DATE. "4 NOW_ hoar >Io WA A 7.3 04 YES PARK °`uR�,R I i a.a Moor in >u tllu a>r us YES DESIGN CRITERIA .•0-00 k4jV9w#W*f4ma M as MCI! no "D TIES KC N R30t.�8�-tAlt)LEt 1111 l llooll ao • >.s • YES OWAijMES1 K 1118t CO A"OESIaN aaIERU at'Iat M 4e sa » W YES LOT 3 DEVELOPMENT PLAN ` ' ""0LR`"'"0°r �' " U4 40 as YES mom iiiiii a1#1 M Ms 3" t►s ou YES s.. ,ta,. . ar■s er w. ,s,: �w SI:ALE: 1'•4111 SECOND FLOOR is "' 'u a"° &I "A YES Z omlloor p is 14.1 as 7.0 1111112 YES DRAWING UST O GFA 1902 SF Simi~ "� 'm` U4 `3 "A YES COVER LOCATION PLAN AM DETAILS CD 0 awla/#c000al is "s 11" W4 a1 "w YES 5;0 testa r►wl000r#I 170 :0 • t.� • YES Al PLANS AND DETAILS 0 0 A2 PLANS AND DETAILS is M yo • >.s • YES A3 EXTERIOR ELEVATIONS m WERIOR Ell" 0 46 ao o1-a110 p s>► �o • >I.s • YEs AS SCHEDULES ATIONS (/)O � C e1-oua • t o • YES Lu MML Mwwoe>tl N tu0 • ti • YES F2 FRA11MiG PLANS m Z W F3 TJ SECTIONS AND DETAILS Y = O • • PER R3033.1.2—ARTIFICIAL LIGHT AT 6 FOO l MOLES,MIN,AT 30'A.F.F. El ELIMTRICAL PLANS U) IS PROVIDED E2 ELIECTRICAL PLANS W I j O U� J p PER R303.2—ADJMM ROOM—CALCULATED AS ADJOINING AREAS m X W W +•• PER R303.3—01AYHROOM EXCEPTION: PROVIDED 1M7H ARTIFICIAL LIGHT AS H m COVERED PATIO ABOVE•AND VENILATION PER M1505 DIRECT 70 THE EXTERIOR —OR— �'Q W PROVIDE WITH 3SF LIGHT OF WHICH HALF(1.5SF)IS OPENABLE SPEC OUTLINE SPECIFICATIONS W >- Spearman Architectural Design PC ! PER R303.1.1—'...WHOLE HOUSE MECHANICAL VENTILATION SYSTEM PER W— W O O M1505 Is MWALLED' m Q J U = I FIRST FLOOR •RA10 '1° J To: Architectural Review Board and Building Inspector COVERED ENTRY/pA710 \ — Village of Rye Brook,NY RE: 2 Elm Hill-The Homes at Crawford Park Subdivision,LOT#3 GFA 2244 SF / \ J / W / J ® ®Roof GAF Lifetime Timberline HD in'Charcoal-Gray' / ® ® \ W -FIRST FLOOR Metal Roofing Standing seam Aluminum,Krynar coated color`Charcoal Gray' GARAGE GFA INCLUDES 400SF // —___ ——— ——— ______ __�---—9Z YARD RA110 Siding Hardlpiank textured'Select CedarMill'6"exposure lap siding In TWO—CAR GARAGE SK YARD RATIO // ®®lam \\ ( 1.i0 'White Picket Fence'AND James Hardle'Hardi-siding'vertical COVERED ENTRY/IPAT10 I / ®® - K_ \ / Z1 C AVG, siding'Board and Batten'in'White Picket Fence' —— ——— - -—————— G1ADE AT PROJECT NUMBER Stucco Medium Gray at exposed foundati AND at basement stair walls AVOt $i4�I1 AVO:�tAOE AT 9UK�N10 PAY� 61W AT �, ZLD-127.21 Steps to Basement Brushed concrete treads and risers PROPEW lNE 2OL25 9011110IT_ —————————————————— Cornerboards Aze In a STEEL POST CAP 8 YAW EAR s YARDT 1 D ARe�ll 2-7/9•X B•_D- LOT #3 CIS► a`� Windows Andersen 400 series,with Interior divides per elevations In Black STEEL POST SIOE,/FRONT YARD EAST WOW ADAPTER CLAMP ae Rear French doors Andersen 400 series in'Black' (SEE DETAIL) 2•X3'FENCE RAIL Trim at windows Azek trim In'White' 1'X3•FENCE PICKET AREA IS EXCLUDED FROM FAR d1A AND GFA CALCULATIONS Portico Azek trim'White'at new portico,with'Cedar'stained wood telling FRONT VIEW QUALIFIES AS CELLAR PER ` Columns Permacast 8 a•-D'SECTION WIDTH POST M POST BASEMENT/ VILLAGE CODE 250-2.plain recessed panel,simple beveled cap and base PROP.RA110 `White' L CELLAR THIS LEVEL TO BE FINISHED , - REVISIONS 9-3/4• PART OF THIS APPLICATION10, — PROPOSM MAX DATE DESCRIPTION Post and rail Timbertech-Black metal ballusters wlWalnut top rail } Deck Timbertech'Edge'-in color'Coconut Husk' 2-3'/'• T3-)/4' FOR BUILDING PERMIT o GFA 0 SF 092122 CDOCS 1 (0 110222 ARB APP Spiral Stair Paragon Stair- luminum metal in powder coated Blac 2'3)/+• -o� ®® ®®11 El120222 REV WINDOWS i Guardrail/Handrail Aluminum metal in powder coated b lack(at stairs to basement) a-3/4• ImElz• GARSLAAGE �� �� 020223 B.PERMIT APP • Sun Tunnels Velux,low profile TGF ser es or only) ABOVE FROIHT vrwyw LAIN � 020823 B.P./ARB APP I•I)j z'-o•2'-s• I•I�j 3"FENCE PICKET I �� O.N I �� A HOUSE 022023 B.P./ARB APP Front Ooor/Sidelights Woad look,fibreglass in color'Rustic Clay'stain/color l 1 I FLOOR1.. ® 13_ El ___® ISSUED FOR SIDE VIEW FIRST Patios/Path all Cap luestone in mosaic cut(no reds) ')o'' 217.00 AVD. _— _—__ __—_ ______ REVIEW 2'x 3'FENCE RAIL 1•XJ•FENCE PICKET 2_��s•X s•-D• fEtAOE AT � 214►d1 AVM GRADE AT 6NILONG DRAWING DATE I look forward to u h enting and discussing these finishes. STEEL POST PR�TY LINE ____——__� Trevor Spearman R.A. 02-08-23 STEEL POST CAP 20I1.28 T————————————— .. 02-20-23 914.769.0012 „,� TOTAL GFA MAX. PER P.BOARD= 4146 SF FRONt YARD LOT #3 245 sa%mill river road#106.ha%thorne.ny 10532 1. METAL BOLTS,Sarre.ETC.91ALL BE STAIMLM STEEL ON OALVAFflZW STEa. PLAN VIEW info(a spearmanarchi(cctural.com 2. ALL WMM TO BE PRESSURE TREATED CEDAR(CYCEPT P+.RuCE POSTS)NTH r110 PRESERVATna FM IM 0=140 USE. ? SEE SIX LATWT PLAINS Fat LOCATION.1 - ARB APPROVED EXTERIOR FINISHES PICKET FENCE ® POOL EQUIP. PROPOSED FLOOR AREAS TYPICAL PROPOSED HEIGHT SETBACK RATIO DIAGRAMS COVER SCALE N.TA (XMPT 9Uem AREAS W=WM REVS in MUMS) N.T.S. SCALE: lAir•19—W SCALE: lAr•1'—W W E S TC H E S T E R a rch itect.co m 10"CONCRETE WALL - EXTEND PT MS TOP PLATE TO • FOUNOATION WALL AM RUN CONMINUOUS 4*M REMrFORCEO SLAB ON R-s/iNCH 2-RI= 4, � MMS FIREBLOCIQNG REQUIRED SPEARMAN PR&"AT ciARAM CEUNGr INSULATION I r MNr. t PER RIML1 MATERIALS-—.2 ARCHITECTURAL 5%ft REINFORCED SLAB ON �uGaO� R-5/arCH r Row BASEMENT INCH NOMOM _* DESIGN PC 4'MBN.COMPACTED GRAVEL -� INSULATION r-O'IMr. EXPANSION JOINT o 3 4 WO FLOOR/ME W/SETnNG e- N 00 WALLS(SEE PLAN 3/r PLYw0 SHEA7HM SUB-FLOOR HORIZONTAL FOR SLOPES WL) JOISTS-SEE FRAMING PLAN EXTERIOR QRAOE/PAMO ILWAL 1.4 X 1.4 M K R13 BATT INSULATION- R-30 Mar.BATT P S A ATM W/1/APOR �� NEW C STD.STL POST 1MTM VAPOR BARRIER 914.769.0012 BARRIERGRAVEL (Z�•S HORIZONTAL WIVW PLATE BOTTOM -NON-9NRINK GROUT 1/2"am - 245 saw mill river rd#106 5/r'T11PE X'ON CEILNG AND 6W PLATE TOP BED 1"MN. FOU!l�A110N FILTER pABRIC 3"MN.CLEARANCE TO EDGE WALL hawthorne.ny 10532 vEw.M.6X6 4" TED ', OF OONC:(TYP.ALL RE-BAR) ) �/�'� ._ 1.4 X 1.4 MIN. DRANAOE� 2'-0" 1-4 HILM(ANCHORS 2X4 ST00016'� ' 1�. (TVP.BASEMENT FRAIMtrG) 3 1/Z" .: GARAGE FLOOR GARAGE CEILING (TYP.) SPECIAL FOOTING INSULATION DETAIL (2)r4-1r HORIZONTAL t" SCAM 3/4'•1'-0' SCALE: 3/4'•1'-Or Sol 3/4'o1'-Or EA�CFI WAY 012'O.G. ,� •' ,.. � PT ZX4 STUD AS PLATEco NEW 33ooPSI Mar. S.131 SEE sw-cw MONS FOR AMMONAL INFO MATIaN 3'-01* MtI"C 5"♦/ 135.51-1-1 FOOTING BASEMENT FOOTING SECTION BASEMENT WALL DETAIL --SPIRAL STAIR KIT MFR AND 9CM& 3/4"=1'-O" SCALE: 3/4"m1'-0" MODELJ 70 BE SUBMITTED TO 6MMECT FOR APPROVAL lol THE HOMES AT $ 4" 101 10 CRAWFORD PARK 1 REAR PORCH PROVIDE'SPECIAL Foo7INc (DECK ABOVE-NIC) INSULATION DETAIL'(THIS PACE) WHERE BOTTOM OF F007ING IS M BE 4r OR LESS BELOW GRADE(DASHED LINE AREA) 311r- O Z O k - (n o I —a0 I. BREAKFAST > ❑ ❑ J I I OFFIMZ O 0 oMILY I--- PLAYROOM tj \1 �'i'� ' — � •'. •. � OPEN BASEMENT I (n Y Q 8 _ RECREATION AREA AZ BEDROOM �' O CTop bf m 0 Z m WLLI Q Z ui f� OMCE FOOTING-SEE DETAIL(TYP.S) FOOTING-SEE SECTION-10'- I m b HANDRAILS RETURN TO POST AND/OR WALL(TYP.ALL) oVENs � Lo WALL ON 22'FOOTING(T11P.) I I � CL IMML SIDE ENTRY 17'-6 1 UNDER STAIR CEILING TO BE I - J J J= PORCH 5/8'TYPE'X'-PROVIDE — UP ON PAN UP 1 FIRESTOP AT ALL PENETRATIONS ��� � %� REF �'' o d . L - - - �W � J 1r \ H w UP 16 TREAOa>010'�13'-4' /,� I UP is 11WAOSMM'oll I T 7 O P E N PANTRY ' '; / I ' PANTRY /1\ MECHANICAL ROOM p (�� CEILING I ',','/ (TV.BASEMENT) PROJECT NUMBER o OPEN BASEMENT ZLD-127.21 RECREATION AREA Al 1-HR RATED W/SELF — °ARC% ENTRY CLOSING HINGES I '� a it FOYER DASHED LINE OF S/S'TYPE'X' 1Gd� I I a� g FIRE RATED Gw8 THIS SIDE -w 2X8 WALL IF REQUESTED BY 1tr L1 PLUMBER(TYP.ALL NET WALLS) tt x THIS CEILING TO BE 5/8'TYPE CEILING 'X'-PROVIDE FIRESTOP AT ALL (TYP.FIRST FLOOR) IE 3PENETRATIONS H E 3 \ I \, REVISIONS FA T R E Y B O V E 2-CAR GARAGE I �� DATE DESCRIPTION B x 1' 6'MAX. I I •T 092122 CDOCS 1 O G LA, 110222 ARB APP J SECOND FLOOR ABOVE �� — — — — — I 120222 REV WINDOWS Tj 020223 B.PERMIT APP -PROVIDE R30 MIN.- \ - I 020823 B.P./ARB APP FL 022023 B.P./ARB APP OA UNDER AREAS OF SECOND — — — — — — — I FRONT ENTRY PORTICO � CH • _ _ 12'-b 1 1` I I ISSUED FOR - - - I REVIEW OF ❑ DRAWING DATE ,: L-7 ('.ARAGE DOOR rARA(.F DOOR _j 02-20-23 ------�� - ► - -- - - - - 2W- -- -- - - --+ �AI3ovE FIRST FLOOR PLAN FOUNDATION/BASEMENT PLAN Al SCALE: 1/rar-0" SCALE: 1/4'�1'-Or - V.LP. 10, V.I.F. - - - - 4P O.C.SPACING 70 Z 1/4'HANDRAIL GNP SIZE•) - I 4'O.C.SPACING TO PASSMIti THROUGH- P BE SELECTED 4 aC.SP I SELECTED /o, 0 THROUGH-STYLE AM POST I ARCHITECTSTYLE TO URAL �BY owNER sELEC `o DESIGN PC H M (TYP') Z 1 4'CONS NEW POST,RAILS NEW POST,RAILS ANDHANDRAL 1 �• P SIZE AND STYLE BALUSTERS- BE�EC�TED BY OWER 1 1/4•NOSING(TV.) � I b SELECTED BY ONINER b WALL MOIJFlT As REGb � I f WALL MOUNT AS REObL=o O O SEE STRUCTURALI -- NEW STAIRS(TVP.) I I T 3/ NEW STAIRS(TYP.) I I S.B. STAIR HANDRAIL DETAIL STAIR HANDRAIL DETAIL I I 135. 51-1-1 SC 131- 1 1/4'NOSING(TYP.) � 1 1/4'NOISING(TYP.) SCALE. 3/��1'-0- ALE: 4'•1'-Or' I I STAIR HANDRAIL & GUARDRAIL DETAIL r v - - -- THE HOMES AT �— — — — — CRAWFORD ROOF PLAN PARK BALCONY/DECK SOLE' lIrm'-d' 4r-e J EGRESS Comm OU ABOVE EGRESS Z 0 0 �----------1 L O waroan SEAT oPTroN� ------ ------- -•-- 'O0 '^^ VJ MOM >_Q 0 F-1 DOOR O OMCEZ Iz I 0Wo mo Z I co I— m OPTom Q o CR URN 0"0 LLI co aftW >- (n 0 W> w Z a I m WAiX-INGUAIWAL J CL4�I � 3o'x3o" r77 MIN.CLEAR ST ON x __•L_ A = N ATn o I 1. - VER W SUN SU SUN SUN N W M NNEL NNEL Tie I NN NN x GUARDKAIL cEIUNG , ATTIC AREA (TYP.SECOND FLOOR) x' UPPER HALLWAY t PAR Al PLYWOOD FLOOR UNFINISHED DRAIN p A71ED I PROJECT NUMBER 0 TO BUILDING ENVELOPE I ZLD-127.21 I ( INSUL.IN FLOOR) ARC. ' LMNKNff BEDROOM o w 4•MIL DRYER VENT T0= a I A EXTERIOR(NOT ATTIC) MAME$ VALVE BOX O I I I I REVISIONS STORAGE STORAGE DATE DESCRIPTION Cl-OSEL a-amT 092122 CDOCS 1 \ I I 110222 ARB APP F-1 I 120222 REV WINDOWS 0 020223 B.PERMIT APP - O O I 020823 B.P./ARB APP J I 0 022023 B.P./ARB APP omen I ISSUED FOR I I REVIEW DRAWING DATE I 02-20-23 _J SECOND FLOOR PLAN ATTIC FLOOR PLAN J A2 SCALE: 1/4••1'-Or SCALP: W E S TC H E S T E R a rch itectw m 902 9:12 ASPHALT CAP 'RGLL VENT BY BENJAMIN OBDVKE OR ARCHITECT APPROVED EQUAL SIMPSON LRUZ ZMAX SLOPEABLE RAFTER HAMM WE ALL RIDGE LOCATIONS • 902 PRO"AN APPRnYM t PAINT CMAE t TO ANY Extp06ED SPRAY FOAM INSULA7IONI ALT SHINGLES F—IOEWATER SHIELD SEE ELEVS 5/r EXT SHEATHING RAFTERS-SEE FRAMING CEENNG JOISTS-SEE FRArr" 3/r PLVWOOD FLOORING AT ACCESSIBLE ATTICS r CL06ED CELL SPRAY FOAM r THE HOMES AT ROOF UNDERI.AYMENT INSULAUN-AT R-7/9M+ `' C R A W F O R D TO EXTEND OVER Tp Ir OPEN CELL SPRAY FOAM it METAL,EDGE INS"MON-AT R&7/*M ( PARK METAL � R-49�.) 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Mom ww"Ic1"R/fmo#!A#Mm ��. ( , • i] �� ►���������������� .li7kf�Mf•1 Rf1*Mf/lttff'llrtt�f j , r 1 �� ~�MI�I!•!#I r Mmm MMIi MI�.�1#AI:t~R�� ' � r,•, ,,,,,,', AAMfAti1A#M#MM#lM�tiww»J�#w Lu ��V�\�I►h`\I�� :.�..._ ,� , MM##Mr#.wM,t� 1rMf>! M ## PROJECT 1 ...- 11�� 711711 All • ' .II1111REVISIONS iii— �fir`■ ... � F 4'._ e v ..*tl�� � ' 1 •+rly:F�.�..y �• "� 1 1 HAN1 TERMINATES • ��• ,1'I I '�'�I I'I'I� I I I�I I I I"I'I I'I I I I ` � ` * �. .• r����f���~ - rr ' v q low -• ' ` i111111111111151iiiiiiilWALL MOUNTED LIGHT FIXTURE FOR ISSUED FOR M BE"DARK-SKY-COMPLIANT'(TYP. AM SEE ELECTRICAL PLANS FOR DRAWING DATE l STAIR LIGHTING.ALL EXTERIUK FIXTU REVIEW 1 for HOME A T LOT 3 0 N L Y wESTCHESTERarchhectmm WINDOW / EXTERIOR DOOR SCHEDULE SPEARMAN ARCHITECTURAL DESIGN PC W Q SCREENS MARK QTY. MFR. MFR DESCRIPTION MFR. NO. OPER (OPERABLES) 914.769.0012mill river rd 245 saw mill river rd#106 O 2 ANDERSEN 400 SERIES TILT-WASH 2 TW21052+ 2 TWT21017 hawthorne.ny 10532 DOUBLE HUNG do TRANSOMS ( Y.Y N Y B 5 ANDERSEN 400 SERIES TILT-WASH TW21052 Y N Y DOUBLE HUNG © 1 ANDERSEN 400 SERIES TILT-WASH TW2436 Y YES Y DOUBLE HUNG S.131 0 1 ANDERSEN 400 SERIES TILT-WASH TW2436 Y N Y 135.51-1-1 DOUBLE HUNG 0 1 ANDERSEN 400 SERIES FRENCHWOOD FWG6080 L Y N SLIDING GLIDING DOORS CF) 1 ANDERSEN 400 SERIES TILT-WASH 2 TW21052 Y N Y DOUBLE HUNG C © 1 ANDERSEN 400 SERIES FRENCHWOOD FWH29611 AL Y N SLIDING THE HOMES AT IN-SWING DOORS C R A W F O R D PARK 0 3 ANDERSEN 400 SERIES TILT-WASH DOUBLE HUNG TW210410 Y N Y T * 3 ANDERSEN 4W SERIES TILT-WASH 2 TW210410 Y N Y DOUBLE HUNG C CK, 2 ANDERSEN 400 SERIES CASEMENT CW125 Y N SLIDING ZO �c 5 ANDERSEN 400 SERIES TILT-WASH TVy210410 Y N Y U Q DOUBLE HUNG p CM I CA MENT C125 Y YES Y 1 ANDERSEN 400 SERIES SE m M 0 1 ANDERSEN 400 SERIES CASEMENT C125 Y N Y (0 0 U) LJJ 400 SERIES FRENCHWOOD >- z J 1 ANDERSEN IN-SWING DOORS FM 29611 AR Y N SLIDING 0 0wo � J © 2 ANDERSEN 400 SERIES CASEMENT CW135 Y N Y m co Ix m w w Q 400 SERIES AWNING AR251 Y YES Y w w = Cn 3 ANDERSEN uj > U D 400 SERIES AWNING Lu 0 0 C Y N Y 2 ANDERSEN AR251 = CS 1 ANDERSEN 400 SERIES SPECIALTY CIR24 NO N J= T 1 ANDERSEN 400 SERIES CASEMENT CW135 Y YES Y w J 2 ANDERSEN 400 SERIES CASEMENT CW125 NO N LV 1 ANDERSEN 400 SERIES FRENCHWOOD FWG60611 R Y N SLIDING PROJECT NUMBER GLIDING DOORS ZLD-127.21 D T 3 ANDERSEN 400 SERIES PICTURE/FIXED 4'-8"W X -8"h Y YES Y AF1 cy) *cz, 1 ANDERSEN 400 SERIES CASEMENT CXW14 Y YES Y �4 1. CONTRACTOR TO VERIFY IN FIELD, SIZE REQUIREMENTS FOR ALL OPENINGS. REVISIONS 2. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL BEFORE PLACING ORDER. DATE DESCRIPTION 3. PROVIDE SAFETY GLASS AT INDICATED LOCATIONS. 092122 CDOCS 1 110222 ARB APP �k QUALIFIES AS EGRESS OPENING BY MEETING OR EXCEEDING CLEAR OPENABLE AREA OF 5.7SF. CLEAR OPENABLE 120222 REV WINDOWS WIDTH OF 20" & CLEAR OPENABLE HEIGHT OF 24" W/ MAX SILL HEIGHT OF 44". SEE PLAN. PROVIDE STRAIGHT ARM 020223 B.PERMIT APP HARDWARE AS RE'D BY MFR. TO MEET CLEARANCE REQUIREMENTS. 020823 B.P./ARB APP (TYP.) PROVIDE EXTERIOR COLOR 'BLACK'. WHITE PRE-FINISHED INTERIOR, LOW-E4 GLASS. STANDARD 'CONTEMPORARY FOLDING' 022023 B.P./ARB APP 'SATIN NICKEL' HARDWARE. ANVER 'SATIN NICKEL' AT DOORS. PROVIDE WITH 'TRU-SCENE' SCREENS. PROVIDE WITH it ISSUED FOR REVIEW REMOVEABLE INTERIOR GRILLES IN EQUAL DIVIDES AND AS INDICATED PER ELEVATIONS DRAWING DATE THIS SCHEDULE ALLOWS FOR QTY.(2) BASEMENT EGRESS WINDOWS ONLY- ITEM # 'Z'. 02-20-23 SHOULD ADDITIONAL WINDOWS OR DOORS/SLIDING DOORS BE APPROVED (WINDOW WELLS AND/OR LOWERING OF GRADE BE AVAILABLE). ARCHITECT WILL PROVIDE ADDITIONAL ITEMS "I—JOIST" SCHEDULE STRUCTURAL DESIGN CRITERIA DESIGN LOADS (PSF) HEADER SCHEDULE TJ-110-/0 -1 3/4• x 9 1/2" TJ 110 JOIST TABLE R301.5 (w!#�APPLE TJ-230-10 -2 9/16'x 9 1�`�' TJ 230 JOIST 1M61rfllM UI�OFALY OI.STR�JIED LIVE LOADS ALL HamS NOT Si01CAIM SMALL 11E DROPPED(2�10"S WESTCHESTERarchitectoom TJ-110-12 -1 3/4• x 11 /d'TJ 110 JOIST (IN POUNDS PER SQUARE FOOT) W/(2)2X4 END POSTS. TJ-230-12 -2 5/16•x 11 lA r"TJ 230 JOIST OPEN9111Q TO 31r 2 0'S W 2 4 POSTS TJ-300-12 -2 5/I6•x 11 7/7 8*TJ 300 JOIST USE LIVE LOAD LOAD ORiT TOTAL LOAD OPOOKIS TO 4fr 2 2"S W/(2)2X4 POSTS TJI-560-12 -3 1/2 x 11 7Ar T3 560 JOIST UMNIA�T AT11CS STOW 10 5 - is OPO611AS TO 77` VL 12'S W 3 I4 EI�A POB1'8 TJI-110-14 -1 3/4• x 14' TJ 110 JOIST UNINHABITABLE ATTICS VM L#MTED STORAGE 20 6 - 26 -UNLESS NOTED SPEARMAN TJI-230-14 -2 5/16•x 14• TA 230 JOIST HABITABLE AT1�8 OR W STAMP 30 6 - 36 ACT A �� ARCHITECTURAL STRUCTURAL COMPOSITE LUMBER fx1E BAL,COMM AND OEM 40 10 1 665 DESIGN PC POST SCHEDULE LVL-6- 1 3/4•x5 1/2"1.9E MICROLAM LVL OUARDS AND MAN1IRAM.B AT TOP 200 - - 200 • LVL-6- 1 3/4•x7 1/4.1.9E MMCROLAM LVL GUARD IN-fLL OOMPOI�M 50 - - 50 P-2 WORD 2 2 (PROVIDE ALWAYS F NOT WtI•,ATED)LVL-9- 1 3/4%9 114.1.11E MCROLAM LVL PASSEtr M%2H CtE GARAGES 50 50 50 P-3 WO3-2x4 914.769.0012 LVL-10- 1 3/4•x9 1/2"1.9E MCROLAM LVL ROOMS OTHER THAN SLESPMIG ROOMS 40 12 - 52 P-4 WOW 4-294 245 saw LVL-11- 1 3/4•xlt 1/4"1.9E MCROLAM LVL SLEMMiG ROOMS 30 10 - 40 P-5 WOOD 3-2x6 hawthome.ny 0 32 LVL-12- 1 3/4"3d1 7/4r 1.11E MCROLAM L%t 30 0 17 55 NOg:ALL WOW BMT-UP POSTS SHALL M LAO BOLTED TOKTHER AT 1/3 POINTS OF THEIR WGHT W/FULL LVL-14- 1 3/4%le 1.11E M KXWLAM LVL STAIRS 1 40 t5 - 55 PENETRATION 1/2"1 LAG BOLTS MIN.P-3 WHERE POSTS LVL-16- 1 3/4•316'1.9E MICROLAM LVL ARE PIDICA70 IN PLANS. BEAM BOLTING J:ALL BUST UP BEAMS(3)OR MORE SHALL BE BOLTED WITH 1/7"6 flNNOUGH BOLTS/6.O,C..STAM M. 'BETTER HEADER'PVS FLUSH BOLT SYSTEM IS ALLOWED 13 5.B.L 5.51-1-1 101 101 THE HOMES AT CRAWFORD PARK - 3 LVL-12 Q I -Q 0 I m Cn I �o Z c ' I �Z cor, a �� Z �� o 0 o I U) Y r n N N / io ro so N 0 F- V MeMm Z o N N N N I 94 � ( W m ,o s s I W F- H (3)LVL-10 ti LVL_ 2 LVL 12 Q U. P P17 I I I I I I J= 10 N I 2 LVL-12 2)LVL-1 I 3 LVL-2 FLUSH 3 LVL-12 FLUSH (3)LVL-1 2 FLUSH W \ LW-10 2 -1 LV [" L_ 01 �LVL-12 /, ! ! ! I \o I I v v / I TJI-360-1 FJ016 0 C. l N o 771 LL PROJECT NUMBER E ZLD-127.21 a 2 LVL-1 UNDER POSTS FROM A OVE d _QED AR � � t1 a $ I I & - M TJI-560-12 FJ01 "O.C.R L L" I N N ( IN N Nji� I 2 1 z I I I REVISIONS rSnO RF 016"0.C. I DATE DESCRIPTION AT '-"A.F. I I I 092122 CDOCS 1 - 2 LVL-12 UND R WALL ABOVE ( I 110222 ARB APP I - - - - - - - - - - - I 120222 REV WINDOWS A kin 020223 T APP - I I B.P.E 020823 I ARIB APP X RR01 1 RR016 I I 022023SSUED FOR APP v n TJI-560-12 FJO16 O.C. I I REVIEW I I DRAWING DATE 02-20-23 N C) SECOND FLOOR FRAMING PLAN FIRST FLOOR FRAMING PLAN F 1 SCALE 1/4•-1'-r SCALE 1/4'-1'-W "I—JOIST" SCHEDULE STRUCTURAL DESIGN CRITERIA DESIGN LOADS (PSF) HEADER SCHEDULE TJ-110-10 -1 3/4' x 9 1/Z" TJ 110 JOIST TABLE R301.5 ( E MPL�S� TJ-230-10 -2 6/1W x 9 1/T TJ 230 JOIST iR�A�IUM UNFOR16.Y 0181R18 M LIVE LOADS ALL NEAOERS NOT PIDICIITE HALL D S BE DROPPED(2)2X10'S TJI-110-12 -1 3/4' x 11 77/d"TAM 110 JOIST (IN PO-OWPER MMM FOOT A2)2X4 EIS P08TS. wESTCHESTERarchaectcom TJI-230-12 -2 6/16'x 11 7/IE"TJ 23D JOIST OPIDOW TO 36' 2 0'S w 2 4 POSTSt TJ-3W-12 •2 5/16'x 11 7/d"TJ 3W JOIST USE UVE LOAD LOAD DRIFT 70TAL LOAD TO 48r Z 2'S w Z 4 Pom TJ-560�-12 -3 1/Y x 11 7/W TJ NO JOIST UNOL40TAKE A 10 1 - 15 TO 7r VL 12'S w 3)2X4 DID POST TJ-110-14 -1 3/4" x 14' TJ 110 JOIST UNNI1ABITABLE ATOM WM1H LUM STORAOE 20 6 - 26 Holm SPEARMAN TJI-230-14 -2 5/16'x 14" TJ 230 JOIST HABITABLE AT=OR w STARS 30 6 - 34 ACT Al T RCHFTECT0F LOADS ROAAIM A WC � ARCHITECTURAL STRUCTURAL COMPOSITE LUMBER EXIM FOIE �AM�S 40 10 1 65 POST SCHEDULE DESIGN PC LVL-6- 1 3/rx5 1/r 1.9E WML M LVL GUARDS AND HAIORALS OMM AT TW 2W - - 200 LVL-6- 1 3/4'x7 1/4'1.9E 1MWAL M LVL GUARD N-U COMPIONM 50 - _ 50 P-1 SIMM 4 0 SIX 87L WE LVL-9• 1 3/4'x9 1/4'1.11E MCItOLAM LVL PASSDAR VEHICLE GARAGES 50 50 50 P-3 WOW 2-2"3-2x4(PROOF ALWAYS IFN�NOT 70) 914.769.0012 LVL-10- 1 3/4'x9/ 1.9E MCRM AM LVL ROOMS OTHER T'HIIN SUZP09 ROOMS 40 12 - 52 P-4 WOOD 4-2x4 SLEEPNO ROOMS 30 10 - 40 P-5 MOOD 3-24 245 saw mill river LVL-11• 1 3/4'x11 1/4'1.9E MOROLJM LVL ROOFS 30 6 17 55 ����BULT-UP POSTS���LAQ�� hawthorne.ny 10532 LVL-12- 1 3/4'x11 7/�'1.9E MCROLAM LVL 1pAETIDR AT 1/3 POMTS OF 11��t IEIQIT w/FULL LVL-14- 1 3/4'x14'1.9E 16Ck0I.AM LVL 8TAR8 40 15 - PENEMT N//2"6 LAIC BOLTS MN.P-3 W NM PORTS LVL-16- 1 3/4'xlr/.K MNXWLAM LVL ARE NOICATEO IN PLANS. BEAM BOLTING tL ALL BUILT UP BEAMS(3)OR MORE SMALL K BOLTED WMM 1/rO 1lROINJMI BOLTS/6'O.C..STAGOMM S.B.L U ll I HEADER'PVS f AIM BOLT SYSTEM IS 11LLOMD 135.51-1-1 THE HOMES AT CRAWFORD PARK ----- - " Z J 2 8 RR016 O C X8 RR016 0. . 0 z o � (2)LVL-12 0 >Q ti 0 I i—T `.°` Z cj)0 CU Z S� I N V (B c N m Y I 0 F- 0 LL F-4W I �m O X10 RR01 O.C. 2 10 2XRR0O.C. W. . m Q W 2X8 TIE ""O.0 2X8 TIE ""O.C. CI ---- ---- �-'� } Q B.O.TIES 082 A.F.F. B.O.TT 082 A.F.F. I - W ZE Z �N - (2)LVL-12 m y 20 01600C KNEE WALL \ J J �_ rx ac CK FA7 R I o J= x �� �� _� W � N X1 RRO18"O.C. ��i � $ N W(3 L -6 B F (3 1/`L-16 BOTTOM FLUSH W 00 LLI 2X10 R 01 0 C. I _ y� � _- ! I PROJECT NUMBER 2XIO R 04 O.C. =- ZLD-127.21 I (2)LVL-16 AS STRUCTURAL RIDGE I ❑ I b p I 1D ABC � L& ��4,► •T M I c � 9� I •• I CK --- ❑ REVISIONS DATE DESCRIPTION x I N N \ \ 092122 CDOCS 1 I I 110222 ARB APP 120222 REV WINDOWS c I 020223 B.PERMIT APP r I 020823 B.P./ARB APP 2X8 TI ""O.C. 022023 B.P./ARB APP II ISSUED FOR 2XIO RRC" O.C. I I REVIEW DRAWING DATE N a 02-20-23 ROOF FRAMING PLAN ATTIC FLOOR FRAMING PLAN F2 SW 1/4'-1'-Or' SCALE 1/4'•1'-0' Load bearingor bracedlshear wall IYz•round toles may bo JOIST DETAILS Plate nail-16d(0 135'x 3Yi) cut anywhere In web Plate nail,16d above(must stack over wall below) Load bearing or braced/shear wall above at 12'on-center g outside of hatched za+o d WESTCHESTERarchitect.com Plate nail.16d(0.135•z 3K') Blocking panel:1/ Rim Board, (must stack over wall below when present) ALLOWABLE HOLES-TJI®Joists at 18'on-center at 18'on-cent When sheathing thickness exceeds/e". 2x stud wall at Floor panel nail- / they are located 3'away 1Yi or IY2 Timbers 'LSL or No load bearing horizontally Blocking panel: trim sheathing tongue at rim board 16"on-center Sd(0.131"x 2Yi)at 6"on-center Min.distance from Table B y TJ" Web stiffener TJI"'Dist. wall shove tNn.distance from Table A (edge-to-edge)from a 1y'TJ Rim Board.tY4'or panel: required on both Plate Hall-16d(0.735'x 3%i) 00 NOT larger tale. 1Yi TimberStrartd"LSL or Web stiffeners required an 2x4 minimum Web Stiffeners4VI11Iock Rim Board. JI"joist sides at A2W ONLY at 16"oncenter' g both sides at A3AW ONLY ' cut or notch flange. J Floor panel nail- Sheathing squash blocks required each side TlmberStrarfd LSL '�°- 8d or p Ln•x ail-at 6"oncentnr boundary nails, at B3W ONLYTJ tost PEARMAN Bd(0 131'x 2l5' tYa"or 1 Yi ! Rim-to•{olst Web Stiffeners required at 4'on-center) TlmberStrand` %,e' Web stiffeners 6' O '' •� O O 6' ARCHITECTURAL nail each side at A3.W LSL rim board. B1 B1 W required on both Toe nail. Toe nail. „ Toe Had-10d(0.131" sides of both joist �6L' L, 2xD. D, Gosoly grouped round L> 2 x L , 6' DESIGN PC 1Ye'TJ RIm Board. When sheathing x 3')et 6"on center ends at B4W ONLY cur minimur holes am permitted tl minlmum No now cut Do not out 10d(0.131'x 3') 10d(0.131 x 3) ,- 12" p0 NOT holQf i" (applies to all holos Ills gfOUP perimeter faros+^ hems largo at 6''center at 6"on center (A3.1/A3.1 W only) c thickness exceeds/a. min. Web stiffeners requlree f Joists al cut holes in cantUeverhorched except knockouts)n'�requirements tot #Wchw am I%-re tYor 1 Yz'TimberStrand LSL. trim sheathing tongue on both sides at B1 W rline son.e round at square holes zones pnrrrever 4 Web stiffener TJI"rim joist at rim board and B2W ONLY reinforcement. required on both Must have 13/4'minimum Too nail-70d(0.131"x 3') suPp� Table A-End Support sides at on b ONLY at 6'on center• Install proper blocking to Blocking Blocking panels may be required 914.769.0012 Al A1W* O A2Vy*joist bearing at ends.Attach A3 A3.1 A3.2 A3.3* support ell panel edges B2 B2W g panels may be required with braced/shear B3 83W with braced/shear walls above or se Minimum distancefrom edge of hole to Inside face of nearest end support walls above or below-flee detail Bt ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 245 saw mill river rd#106 rim joist per A3 detail. below-see detail B1 +erg► hawthorne.n 10532 A3.4 A3.4 it DEPTH r r 4- s Z- 7- e,l- ,r 13' r r 4- s trY,' r e'/.' If- 13- y 'For additional Installation specifications see Rim Board Details and Installation In A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board yy Nall through 2x cantilever,wood backer and Its •.o• I.c r-0• 3.4r s-o• r-o 1-0•r4r •-6 < Weyerhaeuser installation Guide for Floor and Roof Frame TJ-9001. W W W Details and Installation In Weyerhaeuser Installation Guido 1Ye'TJI Rim Board or IY+'or%TlmberStrartril TJI°oist web with 2 rows 10d 0.148'x 3' Y nil• Blocking ) ( ) °Y_ zfo 4r ra 24r .r4r s4r r4r z-0 r4r 4 o s4r for Floor and Roof Framing.TJ-9001. LSL.Nail with 10d(0.131'x 3`)nails one each at pane( nails at 6'on-center•clinched zoo r-0 •r4r 24- Tor 5•-e• fur r 34r e•.6 s-0- top and bottom flange.Nail to blocking panel with Use 16d(0.135'x 3Y2")nails with 3Y�TJI° sae 1 4r 74r 3'-0'4.4r 0•-0' r.s• r4r 3•.t; s•.0 s connections equivalent to floor panel schedule. joist flange widths. sae 1.s• 74r s.e- 5'-W r4r 2.4r 3'-0•4.4r s4s•s•-0' 8'-0'length of TJI*joist 8"diameter maximum hole for 11%"• 110 h• 11.6' 3' 1--W -r reinforcement and filler 16"deep blocking panels:6'diameter A'TJ'Rim Board 1Y.'or 1Y,'TlmberStrane 210 t 1•-6 T.tr 3.e, or r4r r 4r 3•-0• s 4r LSL.Nall with 10d(0.131'x 3•)nails, 11%" 230 .e' r41` 7-0 7.6' 7- Y.W.s•4t r'-0• r4r 2-4r 3.4r s s-0 Y,"r length of 8"diameter maximum hole for 11%6"- block.Use 4'-0'length maximum for blocking panels 9YJ" Attach reinforcement to)Dist sae 4r 2•.o• x.o- T-87 4 s•.o- T-W 1.4i 2r.a •4r 4•.e•64r &4r 8'diameter maximum hole for 3;`reinforcement 16'deep blocking panels;6"diameter with SW and 11%'TJI"' deep or shorter than 12'long one each at top and bottom flange. with one Bd come'x 2Yx') on one side at E2. Attach reinforcement to Joist nail at each comer F1 applies to �° t 4; r..a• r.o-+•4r s4;•s•4r a•4r r.s• 3.41•e•.a• s•4k• T.lY r.a- Web stiffeners 11Y/A'-16"deep blocking panels, maximum for blocking panels 9Yi joists. Do not cut flanges. with one 8d(0 13t'x 2h') uniformly 110 14r var• r.(r r r-W r4r .•4r 5•4r r4r i 4r v4r 74r 14r 44r a' S•B.L both sides at E3 deep or shorter than 12'long. Horizontal blocking y 210 t 4r 1-0• 1.0• 1.s- 74r 2A' T4r 64Y 1' 1.4r -0• 2.4r 4-0' 4•-fr a Load from above required on both 6'diameter maximum for 1Ys"TJ'Rim Board IX"or 1Yi nail at each comer loaded Joists 14- 23a t r 10' 2 4-W r r4r r r.fr T 5.4r •0' 135.51-1-1 Do not cut flanges, panels between each j skirts at E1 W ONLY blocking panels gYi deep or only. 3w t 14' r TA 4-0• s.c s•4r 74r r4; Zo F o 4r TlmberStrand"LSL.Nall with joist Nall to top plate with y shorter than 12'long see 1. 1•-0• r-0'a• 4.0- s-0' 64 0.0 r o r o a o s a r o• r e tr to , tOd(0.131'x 3')Halls one t2'length of Y+" connections equivalent to Wood � ,t><<` /te g Ito t ro t.m t'rc r 1v ro 0 ski r.o .- rkr 0 a' so se rs•ta° Do not out flanges. tl(1'TJ+'Rim Board or tY.•or t e1 1� Yi` each at top and bottom gauge. reinforcement or floor panel schedule, backer � ' o� ale r-0• r-0' q.o• rJr t-0• t.s- ra r4r a.o• t-0• r-0- r4r -0• 3.0• 34r s.s•a.o•tr-0• TimberStrane LSL.Nail with 10d one side at E5 c� (0.131'x 3')Halls,one each at 12'length of%; k 16, tso r 0 r4r no- fur 1 a I! 34r 4-W r4r r4r r4r f 4r r4h 3 s•a 4r r41 3.a'f r4r Attach reinforcement to both sides at E6 �y �0 d� Sao r4r r4r t-(r i'4r r-e 2.4r 4%f s•4r 4T4Y 14l r4r r4r 34r 54r s4r a4r e1Y fr4r top and bottom Ilan Full depth vertical reinforcement on one side t` r flange. joist web with 3 rows 10d(0.148'x 3')Wads at 6" blocking between at E7,both sides at E8 F1 �va�' �� flee r4r rJr +4r r4r r.a• 14r s•4r r4r ta4r 1.4r r4r r4r 4.41• s4r r-0•ta4r 114r tr4r Attach reinforcement on.conter,clinched.Use 2 each joist 4- e• r e- to- 1r 14y:1rry.- 4- e' r r 10' 1r 1d:-1s14- 2x4 min mum to joist flange with ,- E7 E8 Less than 5' 350 r4r 14r 1.4r r4r +4r s4r 0•-s- t 4r .r4r +-0'e4r fa.o-+14r t.T4r squash blocks I 9 "t rows with 9Yz and 11/e Less than 5' 11r sw r4r t fr 14r r4r +s r4r ta4r 2 -;14 G-6' e4r 11.R I ta4r s A 8d(0.131'x 2Yt')nails at 6` TJI'joists. tYe'TJ Rim Board or '$ �` F 1 Gap•: WEB STIFFENER ATTACHMENT �. 3w r 1 1' 1'4r r-0• . r to 1•.0• <• -o'I 13' ,s• CS Use 2x4 minimum squash blocks to Face rain *1F on-center.When reinforcing E5 Eli L sw 1 a t o t o 1 0 r o 4 a -0 I o r o r a4r r to a 130 u 0+s•0 4 1Yi or 1Yi TlmberStreneLSL. g a Ye'minimum F both sides.stagger Halls r transfer load around TJPD joist E1 E1 Nall with 10d(0.131'x 3') E2 E3 horizontal E4 Not for use with 3Y2'TJI®Jolst flange widths 1. I 2Y;maximum Table B-Intermediate or Cantilever Support THE HOMES AT nails,one each at top and (1Y2 for TJf Nailing. Minimum distance from edge of hole to Inside face of nearest Intermediate or cantilever su part C R A W F O R D bottom flange. EXTERIOR DECK ATTACHMENT Option#t: 560,580D) See table below. Apply subfloor TJI''joist blocking with end JOST TJI, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PP Y Y, p L Web stiffener both sides. DEPTH PARK Structural exterior sheathing blocks installed al joist-span r r r s sYr- r e,t- 11- 1r r r e- s a)i- r e,t- 11- 1r Flush bearinglater required. adhesive to all See table below •With point load from above and no support Double TJI*Joist Filler Block: P Flashing locations using ,fo r4r r4r 34;<'-0 r-a v4r z a 3 a s-e a s• Hanger height must contact surfaces below Install web stiffener tight to top flange Hanger Backer Block:Install light Maximum Y:overhang two 8d(0.113"x 2Y2) Tight fit' (gap at bottom flange) zfo a4r r4r r4r s4r Fr-(r r 4r 44r a4t Tor be a minimum of 60% Attach per the table. oYr' oI Dist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. - 230 2 b• 3•-er 44r 54r a.a ;r-or 3''4 a Treated 2x Halls or j flange with face mount hangers) Nailing Requirements 3w 3 0- 44r 54r s4r v4r r4r 4s s4r r4r 84r alternatingsides.Clinch Halls c ledger ypa 2y2 screws, t Depth Minimum Web � TJI Joist Series Number Halls sae 3•-6• 5•4r e-0' r4r 17-0 +•4r 5•4r a•e' s•-0 tr4r when possible. Clinch Halls when possible See fastener �o`g a*', typical {In.) Stiffener Size Type Ile'TJ*Rim Board or 1Y: �' �icP End Intermediate 110 1'e 1'4l' table below.Maintain * �yP 210 r r• T_r 4.e e + r 4 4r w4r f or tYz'TlmberStrend LSL. 1 t0 All %x Via' 1I%- 2m r •r-e• 3 s io 1• 21-W -- a- s ta•e 2"distance(minlmum)from 8d Top mount 210 All Yi x 2Y,6` 3w a r ,r •-w ; r ,r edge of ledger to fastener. (0.113"x 2%2) hanger I Option#2: 230 8 360 All /e x 2%a' 3 3 sae 1 1-0 s• a c+r r 44r 4r a 11r a•I,r4r t2-4r Fastener Allowable Load" lesrboll 2x-strapping Installed at Y3 l6d if* t r t. r4r rg 4 w- 1 r t' S-0 1'-o Backer block ' no r•o• r-ir i-t r4r T-0• TO s'-e• r4r r4r -o• 3 6' 6-0• 1-0'ta-o'13.0' Face mount Y="Through bolt joist-span locations using two 560 All 2x4'' (0.135'x 3Yz') Is, 230 1'*0* I.4r 1 2.4r 3 4.4r 6,0`10' r4r.1'-0• 2.4r 44r ear Tor 1r-0.IT-6- hanger both sides of web Rim Board Material Y,'lag bolt Yr'Through bolt with Air Space 2Yz`screws per joist,typical with single TJI°"oist 1^TJ'Rim Board 480 sas 18' 4 4 no r4r I-& r 3.4r 5-0 evr e•.6'iz-g• r 7-0 4.4r V 9 ler4r,r.o'14 4)" g j 1:Ttmberstra LSL 8t0 725 615' don t93: 20" 16d 5 5 sae 1.4r r•4r t.a•3.4r s.a• fr-w sr 13- v4r 3-0-s4r r.o•io4r trot•1 4r I- Web stiffeners required d sides of O 560D 22,, 2x4 (0.135"x Vy) 6 11 Ito 1.°' 1 tr 14r 1 1 1 a 5•-0• -0' r 1 1 14r a a• a tr a+s 1 With top mount hangers,backer block required only 1 'Tlmt►erStran•LSL 675 725 Directly applied ceiling 210 1 1 r f 1 1 , t t a- 1 ,6', H 1 hanger do not laterally support at H2 H3 22, 8 13 O for downward loads exceeding 250 Ibs or for uplift 1)Corroslon-resistant fasteners required for wel-service applications. 1s 230 1 r r r-0 4 e 1- r 1 11 •r 4r a to 1'4r 1 4r least `of TJI'jolsl top flange g 5 O ( P81 When specified on the layout one of W conditions.For nailing requirements see page 5,TJ- (z)n)bkvnble load determined In accordance with ASTM 07672. (1)cast or PS2 sheatiting,face grain vertical silo h 1• r h• a t•-o-+• r 1 •o' a• r h3• t4 tr �/� 9001,Weyerhaeuser installation Guide for Floor and (3)1)6'TJ`Rhn Board Is allowed with Joist depths i16'only. the bracing options above is required (2)Construction grade or better sae h 4r r-0' t•o' r-0 z.(t 3- r-w 1 r-o•154r 1.0- 14r 3.4r s s4r 1a-0 te•-tr 1e 4r,s4r ta/J Q Roof Framing,TJ-9001. (4)Maxkm,m Y,'shimmed air spafxt 3 Web stiffeners are always required for 22'and 24"TJI'0 560D Joists 4- e- r e^ Ill- 1r ley.-fay: e- a- r a- 10• tr fay:/6Y.- `Q BEAM DETAILS FASTENING of FLOOR PANELS sae r 4r B•-0 a.p-14-0 r a' to +4t•1q 'O Guidelines for Closest On.Contor spacing r Row FILLER and BACKER BLOCK SIZES 'a� aw 1•-0 r4r s 4r z o a4r to-o-15'4 r4r a-0 e t r ttr41:e-0'to4r Q TJI nk,1 Rim Board t'/� TJI°Joists 110 210 230 or 380 JBO 560 5800 p. 3w r-0• r4r r4r t-0 3,4r 4r tr4r 1s4r r4r r s 4 a r4r tz4r has ta4r za•s BEARING FOR DOOR Nall Size 110,210, 360and IX'TJ'T(mberStrand'LSL TlmberSuancrLSL Microtlam• Parallom* r r t r sea r4r r•o• 14r f-0• 4r 54r,t'�'1541 r4r .r4r a4r a4r te4r+r4r ta4r 2a-6' BEAM TO BEAM BEARING AT orwlder LVL PSL Depth 9Yz'•11/a 14"•16-BYz-•11/,- 14".1e" B)S"-l1%- 14"•16" 18".20" li%- 14".16" 18"•20" 22'•24- noum,pumrhuoabasoaonmms+rama"Ia'brgdxrawn BEARING AT WALL OR WINDOW HEADER and 230 5114 Rim Board 1 4- tYz` •LeaveY'of web(minimum)at top and bottom of tale.00 NOT cut joist flanges.CONNECTION CONCRETE WALL h g " I_ im 1%Tr Rim Board or Strap per code H top plate tfd(0.113'x 2}4^),8d(0.131'x 2Y:) 4' 3' 6' 4' 3' 3' 4' 4' Filler Block 1n 2x6 2x8 2x8-Ye' 2x8•3{i' 2x6•Yi 2x8�Yz' 2x12•Y,' Two Two Two Four Y.'x 15 •Tables me based on uniform IuAd tables in current cosign litantture, v, e 1Ya'or 1 Yz'TlmberS•randz' Is not continuous over 10d(0.148'x 3"),12d(0.148'x 3Yi") 4'111 4131 6' 4' 3' 3' S' 4' (Detail H2) sheathing sheath1/J shear"Sheathing shtoathkg 2x6 2x8 2x12 Sheathing For simple span(5 minlmk,m),uniformly loaded Joists used In realdentlal applications,one maximum size round hole tray be located O LSL or blocking for lateral header 10d(0.162"x 3Yi7 61 61 16-14) 6-ol 6'1e 61et 8.141 8' 1 Cantilever Filler 2x6 200 2x6'Y.- 2xl0•%• 2x6+Y' 2xlo+Yi Not at the center of the joist span provided that no other holes occur In the Joist f'f/ sheathing sheathing sheathing sheathing Not applicable LL support (1)Staggernails when using 4 n-venter spacing and malntaln%'loW and panel edge distance.Ono row of fasteners h permitted(two of abutting JDotell E4) 4'-O',ang 6'-0•long 4'-0-long 6'-0-fang 4'.(-long F-0•long Z m applicable ALLOWABLE HOLES-Headers and Beams panel egs)for diaphragms Fastener spacing for TJI'Joists In diaphragm applications cannot be loss than shown In table When fastener spacing for Backer Block 11) Z Strap per coils If lop blocks Is lass than spacingshown above rectangular blocking must be used In lieu of TJI"Ists. r. r. late is not continuous 2 For on4tiA hr n tions multiple rows of fasteners permitted If the rowa are offset at least h'and s4 ered. (DetailrH) Ys'car Y4' Y.•or/x a,•Nat 2x6 2x8 zx 1z Two at i,s 1.55E TlmberStrand®LSL Headers and Beams Y P () P a9 PPsc° cal Pe 'vJs �M2) sheathing over column (3)With iOd(0.148'x 1:)nails spa Ing con be reduced to 3'on•conter for light gauge steel straps. 2 x largest halo o!the O Top mount 4 Filler (0.1131 x 3') largttst hob(minimum) O W ()Can be reduced to 5'dn•center(f nni penetration into the narrow edge its no more than 1/'In minlrrdte splitting). N011 Size (O.t31'x 3') 0 131'x 3' hanger • 5 Can be reduced to 4•nn-center If nail penetration Into the narrow edge Is no more than IYi to minimizes splitting). Backer ( ► W (► tat ga p rig)• %depth Allowed hole zone Q Column Face mount Protect untreated (6)Can be reduced to 3Y'oncentor It nail penetration Into the narrow edge Is no more than IY to minlmize spll M Jm O wood from direct g ) Nall Filler 32 50 W W hanger ■Recommended nalling Is 12'on-conmr In Deb and 6'on•conter along panel edge Fastening rep bemanta on engineered drawings wporsedo 15 g contact with recommendations listed above. Ouanthy(zt Backer t5 15 - ---0-------- ------------------ Im L1 O L3 See current Weyerhaeuser a concrete ■Maximum nail spacing forTJrJoistsIs 18"on•fenter. ----------_ ---------------Ye f 1l if nac"wry,innoa%Mlle^and bnd,m clock haighl rat faca mount hang^%and malntaln.gap At top of to n son detail W.rega AM backer dock literature for framing connectors ■to go.staples maybe aubsdwted for ed(0.113•x zY,'►Halls If minimumpenetration of 1 Into the TJI`joist or rim board Is achieved drtlensions should atwmodato required noting watt m splitting(I r minknum rm backer uloua and 24'mWrnum for titer blocks) o e e e e 1.55 E TlmberSlrond=LSLLU Owl) ■To minimize splitting,maintain edge distance and row spacing 2Y It mall diameter or Ye"whidever Is greater. (2)clinch nags when possible. Heeler at Bonn Maximum Round ■WA-9 rows must be offset at least Yi and staggered Dace, Hob size �\ mud Roof Framwo.TJ-9001 s For recommended nailing and adhesives see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser insta/ladon Guide far Floor g�•_gyT 3- 8' --8 11Y•-11'/a 3Y; Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at M Fastener Installation Requirements O cantilever and end bearings by blocking 14 16' a W 0 Piece #of Fastener TJI®joist floor framing does El panels,hangers,or direct attachment to Ss* for Aa od hole zone g General Notes i J Width Piles T not require bridging or a rim board or rim joist. .Allowed hole zone sullable flea headers and beaten with Typo Min.Length#Rows O.C.Spacing Location When fasteners are required a both - g g uniform and/or concentrated loads anywhere along the member. J J •Round holes only BEARING AT foci Wads 3' 3 sides,stagger fasteners on the second mid-span blocking y 12' side n they fall hallway between •No hales In headers or beams In plank ofleniallon. J COLUMN 2 12d-16d nails 3 Y.' 2 One side fasteners on the first side. TT ec Screws 33/B or 3%z' 2 24' ..L J M2 tOd nails 3' 3 At Other Trus JolstV Headers and Beams 12" Both sides Rim Hoard joint Mkrollam'LVL UJ 3 12d-16d nails 3 Y4" 2 DO NOT bevel cut Joist E2 between joists DO HOT 0Verhan seat cuts beyond Inside face of Wall. g 1,3E TmbcrSlmnd` and Paraflam"PSL 1 Yi' Screws Ail or 3l2• Both sides on beams beyond the/nWde LSL halo zone hole zone 2 x diameter of the Y,depth J 5" 2 24' One side Load must be applied evenly.cross � facie ofsuppozf member. largest tale(mMlmum) W entire beam width Otherwise,use 00 NOT cur,notch a drift Verity column capacity 10d nails 3' 3 One side connections for slde•loaded beams. ___-- ----_ holds In hooddrs or beams L5 and beam bearing 12d-16d nails 3Y; 2 12' /f d 1 + length.See current 4 (Pei PIYI dusts o lrtdld tab I,t o o Illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides e o o. Screws 2 24" Multiple places can be naliad or bolted together to Cg 6% One side L8 form a header or beam of the required size,up to a TJIE rim joist Mlcrollse LVL and Other Trus Joists Beams 5"or 6" Both sides maximum width of 7` 14'TJ`Rim Board or Parellam"PSL Header or Boom Mwdmum Round Screws 2 24" L3 all hoe zone Dopy, Hole Site 3Yz' 2 6 Y." One side A2 1Y;or 1 Yi TlmberStrand"LSL. middle span 4' 1• Y;bolts $' z 1 24• 5y, 1Yi PROJECT NUMBER ( s , Li 0 1.3E TbnberStrena•1 LSL allowed hole Zone d 7);u•20' z• ZLD-127.21 COLUMN DETAILS 1)tOd nails are 0.12$'diameter.12d-18d nails are 0.148'-0.162'diameter;screws are SDS.SDW,USP Ws,or TruBsLOK B1 sea Illustration for Allowed Hem zone (2)An additional row of nails Is required with depths of 14"or greater. H/ (3)When connecting 4-ply members,nail each ply to the other anti offset nail rows by 2'from the rows In the ply below. General Notes 82 .Allowed hob zone suitable for headers and beams with uniform loads only. ARC �''� BEAM ON •Round holes only 7 COLUMN CAP NAILING AT BEARING(FLOOR) L5 83o No bolos In cantilevers TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist •No holes In headers or beams M plank orientation. lYe'TJ'o Rim Board or (Load bearing wall above) A: IIA'or 1 Yz TimherStrandr LSL Joist may be shifted up to 3"If O Use B1 or B2 at WARNING On.tOo e hfl x e floor panel edge is supported One 8d(0 1 t3'x�•) Hall into each flange 84 intermediate bearings �. ail each side.Drive and span rating Is not exceeded. with load9 bearing or Joists are unstable until braced laterally n Do not cut joist flanges. nails at an angle at braced/shear wall Bracing Includes: Plumbing Drop P1 least 1l2'from and End of joists from above .Hangers RIM Board -Mat Joist at centerline 3Y,'rnlnlmum L2 --- COLUMN BASE intermediate bears Also see detail 82 of support - ` / 13;'minimum end bearing f19 single-family applications 5Y;may be required REVISIONS for maximum H1 ' {r`'r DATE DESCRIPTION Shear transfer.Connections equivalent capacjty to floor panel nailing schedule I 092122 CDOCS 1 Rim to TJ Is Joist DO NOT walk on foists DO NOT walk on/olsts DO NOT stack building 110222 ARB APP ,,;•�,i 1%"TX Rim Board, ° ' until braced. that are lying Oat. materials on unsheathed IY;or 14"TlmberStrandt TJI 580 rim joist:Toe LSL Additional joist is required it k INJURY MAY RESULT. joists.Stack only over 120222 REV WI N DOVUS nail with 10d(0128'x 3") or TJis 110 rim joist: floor panel edge Is unsupported L4 WARNING NOTES. beams or walls. nails.one each side o1 .• 020223 B.PERMIT APP P2 One 10d(0.131'z 3')Hall Into or It span rating Is exceeded. •.. �- --� Exterior Deck each flange TJI joist flange TJI`560 LA DO NOruse sawn Lack of proper bracing during construction can result In serious „ rt8 floor joist Attachment lumber for rim accidents.Observe the following guldeilnes: TJI 210,230,and 380 rim Joist: Structural 020823 B.P./ARB APP One 18d(0.135"x 3yz")nail Into INSTALLATION TIPS 4; O sheathing board or bl�i�9, 1.All blocking,hangers rim boards and rim joists at the end supports of the TJI joists must to completely Installed and property Hal ELEVATED as It may shrunk each flange. Y 2 Laterlal strength.like axe end+volt or an existing deck must be established at the ends of the bay.This can also be COLUMN BASE •Subfloor adhesive will improve floor performance,but o after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of tolsts at the end of the bay 022023 B.P./ARB APP 1Y."minimum bearing With depths>16",use TJiu 360 rim joist. Top view may not be required. Use prtlfr 3.Safety bracing of Ix4(minimum)must be nailed to a braced and wall a sheathed area(its in rate 2)aid to cads joist. ISSUED FOR Locate rim board joint between Joists. Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(V one layer o1 unnallod sheathing REVIEW BEAM ATTACHMENT at BEARING vertical loads(details 61 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI 110 joists)end 4 Sheathing must be completely anarthed to each TJI Joist before additional lands can be placed on the system. of a TJI4 joist(with web stiffeners)Is not a substitute concrete 1)4^knockouts H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. DRAWING DATE tYe'TJ°Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 112'from trio alignment. 1Y4•or 1 Y2`TimberStrand"LSL. 12'on-center two 8d(0.113"x 2Yz")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this 02-20-23 •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide Wood dust and titanium dioxide are substances known to the state of California Optional partitions,space joists apart the width of the wall for 0911, Bearing plate to be to cause cancer.For more information on Proposition 65.visit wy.conirinform. p3 non-shrink plumbing or HVAC. 0 in flush with Inside face SUSUDOW rout Drive nails at an See framing plan(if applicable)or0 g One 10d(0.128'x 3")nail each angle to its at n Wayerhaeusor Installation Guido for Floor •Additional joist at plumbing drop(see detail), of wall or beam 0liT�IOJ1gV1Ef p Weyerhaeuser,Microllam,Parallam.TtmberStrand.TJI TJ.and Trus Joist are registered trademarks of side of member r bearing, splitting of plate and aRoofnd i Framing,a bearing For mailman WeyerhaeusertYa minimum from end end and intermediate hearing lengths. �Wqwbmuscr t,aolhd�� Weyerhaeuser NR.Q 2020 Weyerhaeuser NR Company All rights reserved trs4ffo °'s September 2020 Reorder TJ-4015 F3 This sheet is intended as a supplement to the Weyerhaeuser installation Guide for Floor and Roof Framing,TJ-9001,and the Deep Depth Trus Joist TJI,JoistInstallation Guide,TJ-9006,which should be referenced for additional information. ELECTRICAL SYMBOL SCHEDULE FIRE DETECTION SAFETY DEVICES SMOKE ALARM COMPLIANCE CARBON MONOXIDE ALARM COMPLIANCE _ m cola AIMI oalo�c __ wIILL v rrw+o A000llorllloi�r11I vs rolo�o wa■ww as wwi W nw1111D Amollo 010 SIN>ws MININ o vow IINIs REki. WESTCHESTERarchitectcom 4� .� t.Iwr wi wons iaN oM wr�uls wnr os lw�we► wNr IooirOw Ir arwas 0� Am NIfIw00i�IfN�iN A41W1N011 N Q�N A10 ��-- -- �� al 1 T la 4361 L. p A N MN tN A1r ® MTM PAO� 00/�I 1Q 1�11011=7 AW M*A M � i�war r■NS IiwO.1B IIVIIIs wor owwuw uww w aNM{!!�Yrr O QAI�OI IId1d� AS ID 5-am 101E =w■o111I. IAOI11O1 IOOAl01 Maw WAL MO�Jl= u-BAR i w y o wlrwl M w►�ar was a wl�a ills w�aual w tlt rol�owlo Ioo�>to1� a�il�rr�w�N��Nis°o° m am a NnaA m cum ilea�Nas aao AM N SP EARMAN ® MIR v Ia[MAT osl3cl a t N lit 110m v ® PEDANT-�0 a ice W ws wws�r ws>.►r� o�wl■� a w In---In v H NMNXWa ww�o�,r s �■s w oA v�,� a a v tls N�u i wrsla M IIr~orls Anna— 1o1a�o0Ilam•w1 A1� ARCHITECTURAL ® WALL MOUNMD-sm a er r ydel■�nlas uw w per Nw O��a s s�,1 ww w aos�a illai iwov sttoalNe ®Aolt aowwrSOON 111111111 �a1r wwa s I�a wwI s Ia�r aa�alalliY iIIo1I�11s Ns aR owww v A N IOI■■u wlola N�INu wwi s�n��o v u�N Iwo v alwoll DESIGN PC m CMW FAN OR nX1URE w/Ho BOLL x�LL w I■Is�wclws we Iwl wrw+Is rw a■wsonq M Nw�Nr a► � IIA1O rw1 Low uonl ® PpICElAN Bug MOLDER o io tt waus R/�10II[wt aoan irsaat v Nt sacs n wR LIOfR A �� ON tI�/OIIo� 1a_. 1wr'�' r��wi�ciw+r ►~�N M�omlallot wa vallsl pass wwi s a w>as roe wt av�s w ws 7m�w�nle a�s wasp rwar r coos u+r Ewa TW LED LION M SW-ROMM) a was 000�s a�v awry aw Iool�or w moo�rw w>,r wa � • ��to� 914.769.0012 LTV LED UfDMO(WAC N45111M PRO-2 TAPE 910 404A NSW 245 saw mill river rd#106 OUKU MME TACLE QUIET umm u • MALA■0i AN MQLL Mlllr hawthorne.ny 10532 INS GLOM FAULT NTERUPT RECEPTACLE/WW • OF Irrr ww�OUTLET V AIERPRWED EXTOM OUTLET W Ql A1111100 MU t N UN v 1111111108 NMt 1® FAN w/ON NDICAIED "r''�u°si i a NNr w Amolaalot w111 ww11o1I arois wwi s naNtno ion ® CATEw M AND OUTLET @— cmw(00-mm)we RUN To flumm Pme. 135.51-1-1 THE HOMES AT CRAWFORD PARK c1 4�1 ♦ VW TO %011T TOMomoN O 110T Of SI r OUT off so ar ®Ld Mom Z F-1 Tc t L F 0 cn tooZ II I ® ® (no a I ° I z ® S ® ® of- o Q ® Wm0 m U S ® ® W O � �-Q M cn w ~' To uj -�A ®4) 101 4D ®I w �2ui I.I..I = Y0�110N � I ® J I &-yam ' I ( 0rM" I I ® ® ElI PROJECT NUMBER 27.21 A / 110111�� DAD I \ \ I I ® ®ElI a9 I I I ® ® ' REVISIONS ❑ DATE DESCRIPTION I I 092122 CDOCS 1 I110222 ARB APP 120222 REV WINDOWS AND LOCALE sM1ClMIO N FILD ARCM'1E1CT Wfll v PLLR MU AM AT QN sllNfal 4 Lonj I 020223 B.PERMIT APP AVFRAIIW A}PRONMLAIELY HALF ARE TO m OOOM HALF I 020823 B.P./ARB APP AW TO BE 3 0 4 w11Y ALL N OMM NM EMLi AND K I LM KLBAUTM OOMPLWIT• 022023 B.P./ARB APP LM=m 10 Ea OOOROEa m N Am r/pnDo Z>CI T. I AM PRDIINL 00~M CAIIU LOCAMIDM AM M CAT-W ISSUED FOR L�'3 ALL TO LOCA1m N FOLD am a>n=r REVIEW oA M 011 N 11 AID OGNUMS SK POMR LILY UWTMCUK EEa Ef101Tm PIMd LOAM AND QQLDt 10 DRAWING DATE A710M►111,11111-PAN1L LOCAIIM AN TO m APPROVED BY AWIW N Fb-NIALL NOT W LOCA10 N A CLOKT, 02-20-23 MUST HAW Nr MIL CLEARANCE N FM FOR 10111"NO M ATTIC ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN E2 SCALE 1/4'm1w SCALE 1/4'•1'-Or OUTLINE SPECIFICATIONS 01—GENERAL DATA 02—SITE CONSTRUCTION CONT'D O6—WOODS AND PLASTICS CONT'D 09—FINISHES 15—MECHANICAL CONT'D ABBREVIATIONS THE GENERAL REQUIREMENTS AND GENERAL CONDITIONS OF THE CONTRACT SHALL APPLY � AMERICAN INSTITUTE OF ARCHITECT WES STERarchitecLcom TO ALL WORKED SPECIFIED IN THE SECTIONS OF THE SPECIFICATIONS AND THE DRAWINGS EXTERIOR FINISH INTERIOR WALL 5/8-AND CEILING 5/8'FINISHES TO BE GYPSUM WALL BOARD BY Am ADJACENT THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING SUBCONTRACTORS OF NEW SIDING(ALL NEW AREAS AND ALL EXISTING AREAS)70 BE 7HARDIPLANK'BY JAMES USG-UNLESS NOTED OTHERWISE.USE S/8'TYPE'%'AT ALL RATED PARTITIONS AND AM ABOVE FINISH FLOOR THESE REQUIREMENTS.QUESTIONS BY ALL PARTIES SHALL BE ADDRESSED TO= COUNGS.USE WR 1/2''GREEN BOARD'AT ALL WET WALLS AND SHOWER CEILINGS USE ha AIR CONDITIONING "INT PRIOR TO TENDING BID. HARDE IN 5'TEXTURED EXPOSURE IN STANDARD COLOR TO BE SELECTED BY OWNER. 7/16-CEMENTiTIOUS BOARD IN ALL WET AREAS TO 13E TILED. &I ALTERNATE PROVIDE W/CEDAR LOOK AT ELEVATIONS AS INDICATED MID PROVIDE FOR AZEK DETAIL &a ALUMINUM THE GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES AND INSTALLATIONS BANDING AND PANELS WHERE INDICATED. am MWZM PANT,ALL GYPSUM WALL BOARD ONE(1)COAT PRIMER AND TWO Ma MCHTTECIURAL EXTERIOR OVERHANG CEILINGS AT ENTRY PORTICO AND REAR COVERED DECK SHALL BE (2)COATS FMB M �1�FINISH AND COLOR.EACH ROOM MAY BE COLOR INVOLVED.. MENT SPEARMAN INDEPENDENT.CONTRACTOR TO PROVIDE PAINT SAMPLES PRIOR TO PROCEEDING AND WXGOLMIN T ALL WORK SHALL COMPLY WITH ALL STATE AND GOVERNING LOCAL BUILDING CODES BEADED CEDAR PANELS�'X 2'NOM.,STAINED AND 3 COATS POLYURETHANE IN COLOR TO OBTAIN PAINT ALL NEW AND EXISTING AFFECTED AREAS,INCLUDING BL>SaBLOCCING HAVING JURISDICTION OVER IT. BE SELECTED. am BITUMINOUS ARCHITECTURAL ALL AREAS OF SAME COLOR.TRIM ETC. OTHER AREAS SHALL BE 2'STRIP BEADED PANELS.BY CERTAINTEED OR APPROVED VINYL PAINTING TO BE COLORED/1 THEATER ROOM.COLOR/2 GMAT ROOM THEN ALL OTHER QU BOARD ST THE CONTRACTOR SHALL WARRANT FOR ONE YEAR ANY DEFECTIVE OR REJECTED WORK MFR.IN COLOR TO MATCH EXISTING. ROOMS(WHOLE OTHER HOUSE)TO BE COLOR�13. 15—ELECTRICAL M ��OM OF'� DESIGN PC AND CORRECT SUCH WORK EXPEDITIOUSLY AT THE CONTRACTORS EXPENSE gLQGAUILDING WINDOWS AND EXTERIOR DOORS TO RECEIVE AZEK 3'TRIM. ALL TRIM AND DOORS TO BE SEMI-GLOSS'WHITE' gQ BY OTHERS THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMI75 AND INSPECTIONS FOR THE ICORNERBOARDS AND WINDOW/DOOR TRIM IN AZEK 3"FULL.ONE-PIECE CORNERS AT WIDTH FILE ALL WOW WITH LOCAL AUTHORITIES.INSPECTIONS ARE BY TOWN AND/OR APPROVED Ga CABINET WORK PRIOR TO COMMENCEMENT. 03-CONCRETE INDICATED ON ELEVATIONS 3RD PARTY INSPECTORS AS ALLOWED BY TOWN AUTHORITIES. 01 CARPET TAPING AND SPAC11M GQP. CARPET ON PAD COORDINATE WITH SEPTIC/CESPOOL DESIGN DRAWINGS BY ENGINEER AND COORDINATE AND ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3.500 PSL EXTERIOR MISCELLANEOUS WOODWORK,POST BEAM WRAPS ETC.SHALL BE'AZEK'IN ALL WALLS SHALL BE TAPED AND SPACKLED WITH THREE(3)COATS AND SHALL BE CONTRACTOR SHALL OBTAIN,PAY FOR ALL PERMITS,INSPECTIONS,AND SIGN OFFS REGIA rai CEMENT 914.769.0012 OBTAIN PROPER APPROVALS. MIN.-SEE PLANS FOR ANY 4000PSI LOCATIONS CONTACT=AIM IF FREEZING INDICATED SIZES OR 1�APPROVED EQUAL. FLUSH,UGMY SANDED.AND PRIMER READY.ANY HOLES. ARKS.NAIL POPS,ETC BY LAW. GI CERAMIC TILE 245 saw mill river rd#106 CONDITIONS MAY OCCUR. SHALL BE REPAIRED TO FINISH READY CONDITIONS. GL CENTERUNE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF COLUMNS ARE TO BE SELECTED AND SUPPLIED BY OWNER. I AT►rR�r GROUL• PROVIDE CUTTING AND PATCHING AT FRAMING MEMBERS FOR HVAC.PLUMBING AND = CEILING hawthorne.ny 10532 CONSTRUCTION UNLESS EXPLICIT DIRECTION IS PROVIDED IN THE CONTRACT DOCUMENTS. PREMATURE DRYING SHALL BE PREVENTED FOR A PERIOD OF THREE(3)DAYS FOR HIGH ELECTRICAL TRADES WITHIN FRAMING AS ALLOWED BY CODES. Qi CEILING HEIGHT EARLY STRENGTH,OR SEVEN(7)DAYS FOR REGULAR CONCRETE 9Y A CONTINUOUS FINE DECK TO BE'TIMBERTECN•VINTAGE CONNECTION M COLOR TO BE SELECTED BY OWNER. - CTR� PRO'GROUT FOR CERAMIC TILE,CLASS TILE,POLISHED PORCEWN, CL CLOSET THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE CONSTRUCTION 97E STORAGE OF MIST APPLICATION OR OTHER APPROVED METHOD. RAILINGS TO BE BLAB(METAL BY TiMBERTECH WITH DRINK-RAIL PROVIDE ALL COMPONENTS AND CERTAIN MARBLE Nk STONE:INTERIOR AND EXTERIOR,FLOOR AND WALL PROVIDE FIXTURES,UCHTING FIXTURES AND WIRING AS PER ELECTRICAL PLANS ANDIRE CMLCOO COLUMN MATERIALS.EQUIPMENT,DEBRIS OR MATERIALS WILL NOT BE ALLOWED IN THE FRONT Y SO NO PT FRAMING IS READILY VISIBLE.PROVIDE WITH MFR BUND ATTACHMENT FITTINGS APPLICATIONS SCHEDULES PROVIDE HVAC LOW VOLTAGE AND LINE VOLTAGE SERVICE AS REQUIRED FOR GQOBQ COORDINATE CONCRETE OR AS TO BLOC(THE USAGE OF THE DRIVEWAY OR STREET FOR NEIGHBOR USEAGE, CONCRETE SLABS ON GRADE SHALL HAVE WELDED WIRE MESH 6X6X1.4MM LOCATED 1 1/2" R ATICRETE CWWT17HX 9 GROUT: ALL NEW WORK. GG CONCRETE MASONRY UNIT THOUGH CHECK WITH LOCAL AUTHORITY AS TO PERMITTED PARKING OF VEHICLES DURING BELOW TOP OF SLAB,AND BE POURED ON 6 MIL POLYETHYLENE VAPOR BARRIER ON FINISHED CARPENTRY: CONSTRUCTION PERIODS. COMPACTED GRAVEL-ALSO SEE SECTIONS FOR ADDED REWS. INTERIOR DOOR AND WINDOW CASING,JAMB AND STOOLS,BASE AND BEAM WRAPS TO BE -1500 SANDED-GROUT FOR HEAVY DUTY EXTERIOR AND INTERIOR USE ALL MATERIALS USED SHALL BE NEW AND MEET ALL RECOMMENDATIONS AND REQUIREMENTS GQUICONTiNUOUS POPLAR IN A MATC14 TO EX.LIVING ROOM AS STANDARD. -'1600 UNSANDED-GROUT FOR MARBLE AND SOFT GLAZED CERAMIC TILES,FOR WET OF THE ELECTRICAL CODE AND NFPA. QEQ. DEDICATED THE CONiRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE JOB SITE DURING THE PARGE ALL NEW AND EXPOSED EX.FOUNDATION WALLS BELOW GRADE AND WATERPROOF. AND/OR DRY AREAS M& DIAMETER CONSTRUCTION PERIOD AND SHALL SECURE ALL ENTRANCES AND WINDOWS AFTER EACH INSTALLED PIECES SHALL BE ADEQUATELY NAILED WITH FINISH NAILS AND MARRED VAiN -"PEOMACOLOR'GROUT FOR INTERIOR FLOOR AND WALL CERAMIC TILE,AND CERTAIN SWITCHES.DIMMERS,OUTLETS,PHONE JACKS.AND CABLE/CATS/CAT 6 OUTLETS SHALL GIB DIRECTION WORK DAY AS THE PROJECT PROGRESSES ANY LOSSES INCURRED ARE AT THE FULL FOOTINGS ON DIFFERENT LEVELS SHALL BE STEPPED ON A SLOPE OF ONE(1)VERTICAL TO HAMMER MARKS,ALL NAIL SETS AND ALL HOLES FILED V47H PUTTY AND SANDED. STONE APPLICATIONS. BE DECORA STYLE-WHITE. QUla DRAWINGS FINANCIAL RESPONSIBILITY OF THE CONTRACTOR. TWO(2)HORIZONTAL(24-MINIMUM DIMENSION).WHEN ABUTTING EXISTING FOOTINGS, EQ EMERGENCY p THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AT AND IMMEDIATELY MATCHING DEPTH IS A MINIMUM REQUIREMENT.CONTACT ARCHITECT IF UNDERPINNING MORE FULL LENGTHS OF MOULDING SHALL BE USED.PIECING ALLOWED IN LENGTHS OF i6'-O'. CONTACT GROUT MANUFACTURER DIRECTLY TO DETERMINE ALL PROPER MORTAR BED TIE TO NEW MAIN PANEL-SEE PLAN FOR LOCATION EEMMQ EQUAL S,B,L AROUND THE JOB-SITE OR HA SHALL INFORM ALL LE FOR SAFETY OF SAFETY THAN 8r OR ADJACENT-LEVEL FOOTINGS ARE REQUIRED. SETS,AND GROUT PER TiLE APPLICATION. TIE TO NEW SUB-PANEL(S)-SEE PLAN FOR LOCATION = EQUIPMENT LABEL ALL CIRCUIT MAKERS. ELE�ELEGTIICAL 135.51-1-1 PROCEDURES AND PROPERLY SIGN,PROTECT AND BARRIER HAZARDOUS AREAS THIS MAY PROVIDE 2-X WOOD BLOCKING IN ALL WALLS BEHIND ALL SBO(SUPPLIED BY OWNER ALL WALL TILE.FLOOR TILE,AND GROUTS ARE TO BE SBO. EX EXISTING INCLUDE ORANGE WARNING FENCING.SHORING AND PROTECTING EXCAVATION HOLES OR ALL PIERS AND SECTIONS OF FOUNDATION WALLS USED FOR BEARING POSTS OF GIRDERS ACCESSORIES SUCH AS COAT HOOKS,MIRRORS,ETC.COORDINATE LOCATIONS WITH PROVIDE NEW AREA SMOKE AND CARBON DETECTORS AS INDICATED,AND COORDINATE LIB EXISTING TO REMAIN TRENCHES AND ANY OTHER SAFETY OR POSSIBLE SAFETY HAZARD THROUGH JOB SHALL BE FILLED SOLID TO FOOTINGS WITH CONCRETE COORDINATE THE LOCATION OF SAME TRENCE110N. AS INDICATED ON THE DRAWINGS ALL FLOOR TILED AREAS MAY CONTAIN BORDER TILE AND BE AT 45'IF REQUIRED.ALL INSTALLATION WITH ALARM COMPANY AS DIRECTED BY OWNER.ALARM COMPANY FEES AND EIQ EXTERN OR STAIRS AND STAIR PARTS TO BE COFFMAN-PLAIN BOX NEWELS AT EACH START,FINISH ADDITIONAL PATTERNS AND/OR BORDERS SHALL BE AT AGREED UPON PRICE PRIOR TO CONTRACTS BY OWNER. EIG. FOOTING EQN FOUNDATION SEE SECTIONS FOR REINFORCING BAR REQUIREMENTS,SIZES AND CLEARANCES. TURN AS PERMITTED BY CODES IN STAIN GRADE,OAK CODE COMPLIANT RAIL CAP AND COMMENCEMENT. ALL WIRING SHALL BE CONCEALED.CONTACT ARCHITECT IF EXPOSED WAKING WILL BE � GENERAL CONTRACTOR WORKMAN S COMPENSATION,GENERAL LIABILITY.HA,PERSONAL INJURY AND PROPERTY AR BALLUSTERS OF 1 ALL FLOOR GROUT IS TO MATCH THE PROPOSED TiLE COLOR -(5/4 NOMINAL)PAINTED POPLAR WITH CENTER SPACING PER DETAILS- GQ GROUND FAULT INTERRUPT DAMAGE(INCLUDING.AUTOMOBILES)LIMITS SHALL BE=2.000,000 MIN.EACH COVERAGE OR ARCHITECT APPROVED EQUAL ,AND MEET GM WALL BOARD PROOF OF SUCH COVERAGE SHALL BE AS REQUIRED BY LAW AND PROVIDED TO BUILDING MANUFACTURER'S RECOMMENDATIONS FOR THE PROPER SELECTION FOR EACH �p ALL FIXTURES AT PROJECT COMPLETION. W H FLOORING DEPARTMENT AND OWNER AND 07MM REQUESTING AUTHORITY AS REQUIRED.THE APPLICATION AND INSTALLATION GUIDESHEADER GENERAL CONTRACTOR SHALL SAVE HARMLESS=A�/1�T Am Oda FOR ALL 04—MASONRY FIXTURES SHOWN IN ELECTRICAL SCHEDULE MAY BE SUBSTITUTED WA7H APPROVAL FROM li= HEATING VENTILATION AND AIR CONDITIONING LOSSES AND CLAIMS ARISING OUT OF THE PERFORMANCE OF THIS CONTRACT.THE ALL ADDITIONAL PATTERNS AND/OR BORDERS,OR ADDITIONAL HEIGHTS SHALL BE AIR Im INCLUDING GENERAL CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO PROVIDE PROOF OF WALL FIN194 TO CONCRETE AREAS SHALL BE A 2-STAGE STANDARD um INSTALLED BY OWNER Qr SUPPLIED BY OWNER INSURANCE AND PROPER LICENSURE PRIOR TO THE COMMENCEMENT OF WORK. APPLICATION,AND SHALL BE APPLIED 70 POURED CONCRETE FOUNDATION WALLS IF PROVIDE ELECTRICAL DEMOLITION OF THE EXISTING POWER DISTRIBUTION IN WHOLE EXISTING IMSUL INSULATION EXPOSED. 07-THERMAL AND MOISTURE (WHERE APPLIES) ALL WALL GROUT IS TO MATCH THE PROPOSED TiLE DOLOR,AND MEET HOUSE ALL ROOMS SCHEDULED FOR DEMounGN.ELECTRICAL DFTI O IN SHALL BE 211 INTERIOR THE HOMES AT BEFORE BID SUBMISSIONS THE CONTRACTOR,SUBCONTRACTORS,AND ALL PERSONS MANUFACTURER'S RECOMMENDATIONS FOR THE PROPER SELECTION FOR EACH ISQ ISOLATED PERFORMING JOB RELATED WORK SHALL VISIT AND BECOME THOROUGHLY FAMILIAR WITH STUCCO WALL AREAS TO RECEIVE FINISH ACRYLIC COAT BY OMEGA/STO/OR APPROVED WATERPROOF FOUNDATIONS FROM FOOTING TO SIDING.PROVIDE 4'PERFORATED FOOTING APPLICATION AND INSTALLATION GUIDES PART THE BASE BID AND PART OF THE REQUIRED WORK. LAU LAMINATE C R A W F O R D THE SITE.CONTRACTOR SHALL CAREFULLY EXAMINE ANY AND ALL EXISTNO CONDITIONS EQUAL IN OWNER SELECTED COLOR.BROWN COAT,SCRATCH COAT,METAL LATH/MESH, DRAM IN GRAVEL PROTECTED BY FILTER FABRIC AS INDICATED IN SECTIONS.ROUTE TO LN1,1L LAVATORY NOT SHOWN ON THEN DRAWINGS OR MENTIONED M THE SPECIFICATIONS,WHICH COULD INSULATION BOARD AND TYVEK(OR MFR APPROVED STUCCO BAWER).ALL SYNTHETIC FOOTING DRAIN ORYWELLS PER PLAN OR TO DAYLIGHT WHERE NOT INDICATED. ALL MARBLE THRESHOLDS TO MATCH ADJACENT FLOOR TILE.SBO. PROVIDE SITE AND/OR TEMPORARY POWER AS REQUIRED TO COMPLETE THE WORK. idES MANUFACTURER'S RECOMMENDATIONS PARK AFFECT THE COSTS OF THE WORK REQUIRED UNDER THE CONTRACT. COORDINATE WITH LOCAL UTILITY COMPANY FOR EXISTING HOUSE DEMOUTiON,CUT-OFFS, (NON-CEMENTiTiOUS)STUCCO SYSTEM WITH DRAINAGE BARRIER AND EXPANSION JOINTS,pF ida MASONRY OPENING THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS,DIMENSIONS,AND OTHER REQUIRED W/ARCHITECT APPROVAL).CONTRACTOR MAY SUBMIT TO ARCHITECT FOR GUTTERS.LEADERS,HANGERS AND STRAPS SHALL BE ALUMINUM 8-HALF-ROUND STYLE IN ALL WOW THRESHOLDS 70 MATCH ADJACENT HARDWOOD FLOORS, TEMPORARY SERVICE.NEW ONES ETC i a MAXIMUM PRE-EXIS7ING CONDITIONS INCLUDING UTILITY LOCATIONS AND UNDERGROUND SERVICES AT APPROVAL AND DEVIATION FROM THIS MANUFACTURER OR SYSTEM. WH17E AHD HAVE 1/S-PER FOOT SLOPE MINIMUM AND SHALL HAVE EXPANSION OVERLAPS „ xx THE CONTRACTOR SHALL PROVIDE ADDITIONAL 2x4 GROUNDS OR CATS IN WALLS AND idEL2i MECHANICAL THE BUILDING SITE.INCLUDING GRADE AND ELEVATIONS,AND BUILDING OR SITE AT RUNS OF OR GREATER THAN 30'-O'.NEW GUTTERS AND LEADERS To BE WHOLE HOUSE. ALSO REFER TO SBO(SUPPLIED BY OWNER)UST FOR SCHEDULED ITEMS CEILINGS AS NECESSARY TO EXECUTE THE ABOVE STATED REQUIREMENTS FOR SYMMETRY. M& METAL RESTRICTIONS,AS MAY BE REQUIRED IN CONNECTION WITH THE WORK.CONTRACTOR OMEGA ACYRUC STUCCO 70 BE COLOR IVORY. 1M ANOfMM WILL LOCATE ON-SITE ANY AND ALL DROPPED LEADER LOCATIONS,PRIOR IF CUTTING STRUCTURAL MEMBERS IS NECESSARY,CONTACT THE GENERAL CONTRACTOR AND MIR MINIMUM A TO FOUNDATION BAC(F ASSUMES RESPONSIBILITY FOR CORRECTNESS OF SAME ILL PROVIDE CORNERS,WEEP EDGES/TERMINATIONS AND OTHER REQUIRED DETAILS PER MFR 111t 1�Z PRIOR TO CONTINUATION OF WORK FOR APPROVAL MOISTURE RESISTANT IF DISCREPANCIES ARE DISCOVERED BETWEEN THE CONTRACT DOCUMENTS AND UNCOVEREDSPECFlCATiONS. PROVIDE NEW ICE&WATER SHIELD ENTIRE ROOF AREAS NCA MOUNTED FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY 1)K A��AT DIMENSIONS INDIGO CONTRACTOR SHALL MAKE EVERY EFFORT TO EXECUTE THE FOLLOWING DECLARED DESIGN � NATIONAL COUNSEL OF ARCHITECTURAL REGISTRATION BOARD ON THE DRAWINGS SHOULD BE LAID OUT AND FIELD VERIFIED BEFORE ACTUAL WASH ALL EXPOSED SURFACES TO REMOVE MORTAR OR STUCCO RESIDUE AT COMPLETION. PROVIDE NEW LIFETIME ARCHITECTURAL 3-TAB ASPHALT SHINGLES ENTIRE NEW ROOF AR INTENTIONS OF THE ARCHITECT IN LAYING OUT THE PROJECT: III& NECESSARY NIG. NOT S CONTRACT CONSTRUCTION COMMENCES' PROVIDE COPPER CRIMPED VALLEY ROOFING AND AS PER MFR NEC. -CENTER ALL OUTLETS ON WALLS EITHER UNDER WINDOWS OR CENTERED BETWEEN um NOT TO SCALE RK PROTECT MATERIALS AND COMPLETED WO FROM FREEZING,DO NOT LAY BLOC(,POUR IT IS THE RESPONSiBILITY OF THE CONTRACTOR TO BRING TO THE ATTENTION OF= CONCRETE.APPLY STUCCO COATS OR FINISHES IN FREEZING TEMPERATURES OR WITHIN 12 WINDOWS OR WALLS ALIGN ALL OUTLETS AT A DECLARED UNIFORM HEIGHT. yFpyNATI(kIAL FIRE PROTECTION ASSOCIATION Q HEALTH ACT ANY DISCREPANCIES WITHHIN THESE DOCUMENTS OR ANY CONDITIONS THAT MAY HOURS OF PREDICTED FREEZING TEMPERATURES. PROVIDE ROOF UNDERRLAYMENT AS PER R905.2.7. FOR SLOPES 2:12 TO 4:12 PROVIDE TWO - Q OCCUPATIONAL SAFETY do HEAAL A� CENTS AFFECT FINAL PRICING.AND BETWEEN THE DOCUMENTS AND THE ACTUAL HELD LAYERS OF UNDERLAYMENT(/30)INSTALLED AS PER R905.2.7,FOR SLOPES 4:12 OR INTEGRATE OUTLETS AND SWITCHES INTO TILE AREAS AND TO CENTER OVER ADJACENT QG. ON OPPOSITE CONDITIONS DURING THE BIDDING PROCESS GREATER INSTALL A SINGLE LAYER LAPPED 2"MIN.AND AS PER R905.2.7. PROVIDE CABINETRY ON IN N SYMMETRICAL ORDERLY EFFECT.ALSO SEE NOTE FOR KITCHEN CABINET QM 4.I4iQ OVERHEAD BUILDING WRAP(TYVEK HOIEWRAP OR ARCHITECT APPROVED EQUAL).INSULATION,'GRACE' Qs OVERALL O WHERE DIMENSIONS ARE NOT SHOWN AND/OR ARE INCONSISTENT WITH ACTUAL ICE AND WEATHER SHIELD(UP 36-MIN.FROM EAVES)AND OTHER PROYEC11ON AS PER 10—SPECIALTIES CONTRACTOR TO PROVIDE AND INSTALL ANY OTHER OUTLETS,LIGHTING,SWITCHING,ETC TO e= PAINTED CONDITIONS,THE CONTRACTOR SHALL CONSULT VAIN 1M A� I`TO RESOLVE ANY SECTIONS PROVIDED. COMPLY WITH ALL GOVERNING CODES,INSPECTORS.OR OTHER REQUIREMENTS, PlI�PLYWoop DISCREPANCIES BEFORE CONi1NUAYION OF WORK. CABINETRY:UNCRAIE AND INSTALL ALL VANITY AREA SBO CABINETS,CROWNS. ex POLY-VINYL QUIRE PIPING FIRE STOPPING SHALL BE PROVIDED IN ACCORDANCE WITIH THE BUILDING 000E SEE MECHANICAL FOR ADDITIONAL ELECTRICAL REQUIREMENTS. ex POUND PER SQUARE FOOT /A Q THE CONTRACTOR SHALL NOT PROVIDE WORK WHICH DEVIATES FROM THE CONTRACT REQUIREMENTS. PROVIDE MINIMUM 2'CLEARANCE BETWEEN FRAMING AND ALL CHIMNEY SHELVING,HINGES PULL OUTS,PANELS,FiLU_ER.S,TOE BOARDS.AND OTHER DECORATIVE pl POUND PER SQUARE INCH (/ DOCUMENTS UNLESS THE ALTERNATE CONSTRUCTION HAS BEEN APPROVED BY= FIREPLACE MASONRY. PACK 2'SPACE WiTH FIBERGLASS. ITEMS AS PER MANUF1AND C R'S RECOMMENDATIONS.HAND OVER ALL PAPERWORK 1O ou REINFORCE `Q O A��T DIRECTLY. NO CONTINUOUS 10'MEASURED HORIZONTAL SPACE IS TO EXIST M BASEMENT FINISHED 1�Aa PROVIDE IRE COORDINATE ALL PLUMBING,OAS AND ELECTRICAL Wx RETAINING -O EXTERIOR WALL FRAMING.DUCT RUNS,OR ANY HORIZONTAL VOID WITHOUT PROPER 2X OR CONNECTIONS N REQUIRED.INSTALL CABINETS PLUMB AND LEVEL,BINAND TCRO UNITS 1111 REVISION a W AND FILLER PANELS 70 FIT TIGHT 1O FIELD CONDITIONS.INSTALL CABINET CROWNS AS BL RIDGE BEAM Q THE GENERAL CONTRACTOR SHALL ENSURE EXISTING STRUCTURES,FINISHES,LANDSCAPE MINERAL FIRE BLOCKING. REQUIRED. UPPER CABINETS ARE TO BE WITHOUT A GUS SOFFIT TO CEILING UNLESS BB ROOF RAFTERS OR OTHER ITEMS INDICATED IN PLANS TO REMAIN ARE PROTECTED DURING CONSTRUCTION. N07ED OTHERWISE. HQ. ROUGH OPENING PROVIDE FIRE STOPPING AT ALL CONCEALED VERTICAL SPACES AT FLOOR AND CEILING SO a= REQUIRED Cm Q THE CONTRACTOR SHALL MAKE CONTINUOUS OBSERVATIONS OF THE STRUCTURE DURING THAT SUCH SPACE WIT: PROVIDE COORDINATION FOR COUNTERTOPS INSTALLED AND SBO OR SLAB ON GRADE THE WORK AND SHALL IMMEDIATELY INFORM THE ARCHITECT IF CRACKING AND/OR -NOT BE CONTINUOUS FOR MORE THAN ONE STORY, SIMILAR seo/Ieo SIB D FUMES EXCESSIVE DEFLECTION,OR SPREAD IS OBSERVED. 05—METALS -PREVENTS PASSAGE OF FLAME,SMOKE, ES AND HOT GASES, NOT '^ THE CONTRACTOR SIHALL BE RESPONSIBLE FOR ALL SOIL REMOVALS AND CONSTRUCTION ALL FLASHING SHALL BE��. -AND CONSTRUCTION.COMMUNICATE WITH CONCEALED SPACES M FLOOR,CEILING OR ROOF BABEL INSTALL HARDWARE SBO FOR CABINETS,VANITIES,ETC,AND COORDINATE =ECSUPPLIED BY OWNER&INSTALLED BY CONTRACTOR V J ALL KNOB AND PULL QUANTITIES AND LOCATIONS IN FIELD WITH iHUt GUM SS STAINLESS STEEL DEBRIS REMOVAL.UNLESS NOTED OTHERWISE.THE JW97E SHALL BE KEPT IN NEAT SQEISQUARE FOOT m } LL CONDITION WITH DEBRIS REGULARLY CLEANED UP AND CARTED AWAY.DUMPS7ERS MUST ALL TERMITE SHIELD SHALL BE 01111111a THERMAL INSULATION SHALL BE FOIL BACKED FIBERGLASS INSULATION BY OWENS CORNING **REFER TO SBO(SUPPUED BY OWNER)LIST FOR SCHEDULED ITEMS.- S12MMA�µDR } z BE EMPTIED OR REMOVE ONCE FULL AS INTERPRE70 BY THE ARCHITECT. STEEL REINFORCING SHALL BE BENT COLD.PROVIDE MINIMUM COVERAGE AND BAR CHAIRS OR APPROVED WITH THE FOLLOWING'R'VALUES AS MIN.-PLEASE SEE SECTIONS FOR S THE CONSTRUCTION SITE IS TO BE BROOM SWEPT AT THE CONCLUSION OF EACH WORKING AS NEEDED AND CLEARANCES AS INDICATED. REQUIREMENTS AND SPRAY FOAM INSULATION LOCATIONS.:DICAIED.POSITION AND SUPPORT TO PREVENT nt WALLS-M DEPENDING ON THICKNESS PROVIDED, STEEL �co TELEVISION Y DAY. DISPLACEMENT.=1W Ml/ AND LOCAL AUTHORITIES FOR INSPECTION PRIOR TO SOUND INSULATION-R11'ROXUL'IN ALL NEW INTERIOR WALLS AND FLOORS FROM EACH M 1HINKESS O H THE LOCATION OF ALL OUSTING UTILITIES ABOVE AND BELOW GROUND SHALL BE POURING. CATHEDRAL AND CEILINGS- BATT 11-EQUIPMENT GENERAL DEMOLITION NOTES �` TOILET ��� W Q W DETERMINED BY THE CONTRACTOR WHILE MAY POTENTIALLY IMPACT THE SCOPE OF WORK FLOOR ABOVE BASEMENT- BATT TOP OF CURB MMca �., IN ANY MANNER.CONTACT PROTECTIVE AGENCIES AS REQUIRED.PROTECT EXISTING SLAB AND FOUNDATION INSULATION-FORMULAR 150 EXTRUDED POLYSTYRENE R-5 PER 1- APPLIANCES:UNCRATE AND INSTALL APPUANCES OR ITEMS MARKED-SBO AS W UTILITIES DURING COURSE OF NEW CONSTRUCTION. IF ASBESTOSALICENSED IS ENCOUNTERED,NOTIFY 11K Ab/1�T IMMEDIATELY.REMOVAL SHALL TOP OF SLAB ') THICKNESS(OR AS SHOWN ON PLANS)AS MANUFACTURED BY UG INDUSTRIES. PER MFR S RECOMMENDATIONS-SEE PLANS FOR COUNT AND LOCATIONS.HAND 13E BY A LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL AND LOCAL LAWS. IQ� 1'OP�WALL ~ m v, EXIS7iNO WORK INCLUDING THE BUILDING,YARD AND UNDERGROUND UTILITIES DAMAGED ALSO SEE'RESCNECK'STATEMENT REGARDING INSULATION REQUIREMENTS(WHERE APPLIES). OVER ALL PAPERWORK ID COW PROVIDE AND COORDINATE ALL PLUMBING ]D= MCA >_'^Q UJ DURING THE COURSE OF NEW CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL OR GAS AND ELECTRICAL CONNECTIONS AS REQ'0. 0'REMOVAL Kc VINYL COMPOSITE WALK-IN CLOSET TILL H j } W BETTER CONDITION AND FUNCTION.CONTACT AND VERIFY WITH'CIO SAFELY NY OR -SHOULD THE AREAS OF WORK CONTAIN INSULATION CONTAINING ASBESTOS,THE AND EQUIVALENT AUTHORITY AND AS REQUESTED BY LOCAL PERMIT APPROVING AUTHORITIES. SILL INSULATION-"SILL SEAL-FOAM WITH TERMITE SHIELD. *+REFER TO Sao(SUPPLIED BY OWNER)UST FOR SCHEDULED ITEMMS." REMOVAL OF THIS MATERIAL WILL BET A LICENSED REMOVAL CONTRACTOR ANO p• WATER CLOSET N SHALL BE UNDER SEPARATE CONTRACT BY THE OWNER. WATER PROOFING I L SAFETY NOTE THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY INSTALL RIGID INSULATION DIRECTLY TO MASONRY OR SHEATHING,AND BUTT JOINT TIGHTLY. -REMOVAL OF OTHER PRODUCTS CONTAINING INTACT ASBESTOS,SUCH AS EXTERIOR WIL WATER RESISTANT PROTECTION OF THE PROJECT PREMISES AND BE RESPONSIBLE FOR INITIALING. SHINGLES,VINYL ASBESTOS TILE.SHALL SE M ACCORDANCE WITH O.S.H.A. "INco MAINTAINING.AND SUPIERVISINO ALL SAFETY PRECAUTIONS AND PROGRAMS TO INSURE THE 06-WOODS AND PLASTICS BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.AS RECOMMENDED WORK PRACTICES ALL MATERIALS SHALL BE DISPOSED OF IN A STATE WELDED WIRE FABRIC _J FETY SA OF ALL PERSONS AT THE PROJECT. DICTATED IN THE SECTION 402.4.1. APPROVED DISPOSAL AREA WOO) 1 -•� ROH CARPENTRY-, 12-FURNISHINGS PROVIDE DEMOLITION OF ENTIRE EXISTING HOME AND EXISTING SITE ITEMS AS UL UNDERWRITER'S LABORATORY OU THE CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING.HEATING,ELECTRICAL POWER AN ALL WOOD FRAMING SHALL BE KILN DRIED(ISX MOISTURE)VISUALLY GRADED AND STAMPED NECESSARY TO DO THE WORK.MECHANICAL AND ELECTRICAL SERVICES ARE TO BE = UNLESS NOTED 07HERIMSE J.J �_ TEMPORARY WEATHER TIGHT ENCLOSURES AS MAY BE NECESSARY TO PERFORM THE WORK STRUCTURAL LUMBER OF SPECIES: NOT USED. TERMINATED M AN APPROVED MANNER.ABOVE AND BELOW GRADE AS REQUIRED. YIE VERIFY IN FIELD J DOUGLAS FiR-LARCH -_ TOILET FACILITIES SHALL BE PROVIDED TO THE CONTRACTOR FOR THE DURATION OF THE HEM-FIR CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING LOAD BEARING CONDITIONS O PROJECT.THE FACILITY SHALL BE KEPT CLEAN AND SANITY BY THE CONTRACTOR AND BE SOUTHERN PINE AFFECTED BY DEMOLITION AND SHORING APPROPRIATELY. 2 PLACED IN AN INCONSPICUOUS LOCATION-AS POSSIBLE LIMITED BY FUNCTION FOR SPRUCE-PINE-FIR 13-SPECIAL CONSTRUCTION J CLEANING AND SERVICE AND REMOVAL ALL 2:I FLOOR JOISTS AND HEADERS SHALL BE/2 OR BETTER. NOT USED THE CONTRACTOR SHALL IDENTIFY ALL STRUCTURAL ELEMENTS INVOLVED WITH REMOVAL G W ALL 2'x4'AND 2-x8'WALL FRAMING AND 4"x4'POSTS SHALL BE STANDARD/2 OR . AND SHALL PROVIDE PROPER SAFETY PROTECTION FOR WORKERS.NEIGHBORS, DMNITION of TERMS: SMOKING IN THE BUILDING OR ON THE PROPERTY IS NOT PERMITTED.CONSUMPTION OF BETTER. INSPECTOR'S AND THE GENERAL PUBLIC WHILE DEMOLISHING AND REMOVING LOAD "APPROVED EQUAL••-SHALL MEAN SUBSTITUTION DETERMINED BY Ab/M. ,J ALCOHOLIC BEVERAGES ON THE PROPERTY IS NOT PERMITTED.SMOKERS MUST USE THE BEARING ELEMENTS AND PROTECTING HAZARDOUS CONDITIONS INCLUDING THOSE ONLY •aW.CLEAR DIMENSION SHALL BE NO LESS THAN THE NOTED MINIMUM. NEAREST AVAILABLE PUBLIC LOCATION AS PERMITTED BY LAW. LVL MEMBERS SHALL BE BY LOUISIANA PACIFIC CORPORATION AS PER FRAMING PLANS. 14-CONVEYING SYSTEMS SUE TO TRESPASSERS. "HOLD"= HOLD DIMENSIONS SHALL COORDINATE WITH FURNITURE.APPLIANCES, AND/OR W I REMOVE ALL DEMOLITION FROM THE SITE AS NEY IN ORDER THAT NEW WORK PLYWOOOS SHALL BE APA RATED: NOT USED. CAN BE PERFORMED.=�SHALL RETAIN�ALLLSSALVAGEE RIGHTS TO ITEMS. CABINETRY SELECTIONS.ETC 1/2-COX ROOF SHEATHING-NO OSB ALLOWED 3/4'T&C COX SUBFLOOR 1/2'COX SHEATHING ANY ITEMS SCHEDULED FOR REUSE SHALL BE STORED AWAY IN A SEPARATE LOCATION PROVIDE 1/16-SPACING AT END JOINTS AND 1/8-SPACING AT SIDE JOINTS. 15-MECHANICAL FROM DEMOLITION ITEMS SCHEDULED FOR REMOVAL I STING ITTEID ALL WOOD IN CONTACT WITH MASONRY SHALL BE WOLMANIZED. FILE ALL WORK WITH LOCAL GOVERNING AUTHORITIES HAVING JURISDICTION. MMAARKED BYE MS THE OWNERPRIOR/LIGHTR ES TO DEMOLITION,U OTHERWISE SS NOTED CAN BE SALVAGED FOR RE-USE AS BY IN D PRESSURE TREATED WOOD SHALL BE WOLMANIZED OR EQUAL. GENERAL CONTRACTOR TO PROVIDE COMPLETE PATCHING AND REPAIRING WHERE HVAC WOPW 4 SUPPLIED BY OWNER UST 02—SITE CONSTRUCTION IS CONDUCTED PROJECT NUMBER ALL MECHANICAL AND ELECTRICAL REMOVALS.ABOVE AND/OR UNDERGRQUNO,SHALL JOIST HANGERS SHALL BE SIMPSON STRONG TIE-SEE PLANS. PROVIDE CUTTING AND PATCHING AT FRAMING MEMBERS FOR HVAC,PLUMBING AND BE HANDLED M IOU APPROVED MANNER AND ALL LINES SHALL BE TERMINATED IN AN CONTRACTOR TO COORDINATE ALL ES,ORDERING TIMES,DELIVERY DAT AND ANY OTHER ZLD-127.21 *"•COMPACiED FILL SHAD.BE COMPACTED EACH 8'AND WET AT EACH LAYER.""OF ELECTRICAL TRADES WITHIN FRAMING AS NEEDED. APPROVED METHOD. ISSUES OF ALL SOO ITEMS WITH=11Aa PRIOR TO COMMENCEMENT OF WORK. UTMOST IMPORTANCE AT SLAB AND PATIO AREAS*** EXTERIOR CONNECTORS SHALL BE GALVANIZED TO SATISFY AS7M-A133-82 STANDARD SPECIFICATION FOR ZINC COATING(HOT DIP)ON IRON AND STEEL HARRDWARE. SYSTEM/1-(AHU/1) GC MUST BE'LEAD REMOVAL'CERTIFIED.COMPLY WITH ALL CODES AND INSPECTIONS IliIIIIIIIIIIIIIIIIII M&IIIIIIIIIIIIIIIlI j@j0W NUIM AID PWft=IIIIIIIIIIIIIIIII1 SHALL SUPPLY 70 SOIL BEARING CAPACITY IS ASSUMED AT Z500 PSF MINIMUM.STRIP TOPSOIL FROM AREA PROVIDE NEW ATTIC LOCATED(HORIZONTAL)AIR-HANDLER,LENNOX'EITE'SERIES- PER ALL GOVERNING CODES,LAWS ETC. THE PROJECT SITE THE FOLLOWING ITEMS FOR INSTALLATION BY=��'SBW r1fl ARC OF CONSTRUCTION AND STOCKPILE FOR LATER USE.OTHER EARTH REMOVAL BY BOLTS AND LAG SCREWS SHALL BE OF 60.000 PSI TENSILE STRENGTH TO SATISFY CSA27UHE b TONNE HYDRO-AIR UNIT. (WHERE APPLIES} ir' CONTRACTOR AS REQUIRED. AS1M-A307-88A PAIR TO AC/1 LENNOX'ELITE'SERIES-EL18XC1 5 TONNE 17 SEER CONDENSING UNIT. REMOVE EX. DIRECTION AND PAVERS AS REO D FOR NEW WORK STOCKPILE AND SALVAGE FOR DIRECTION FROM DRONER. -COLUMNS AT FRONT PORTICO SYSTEM#2-(AHUf2) -COLUMNS AT SIDE ENTRY d 0. REMOVE TREES.SHRUBS AND OTHER OBSTRUCTIONS AS INDICATED OR REQUIRED FOR N NAILS SHALL BE STANDARD STEEL TYPE FOR INTERIOR,HOT DIPPED GALVANIZED FOR PROVIDE NEW ATTIC LOCATED(HORIZONTAL)AIR-HANDLER,LENNOX'EUTV SERIES- �V CONSTRUCTION.COORDINATE 1 M POSSIBLE RELOCATION OF SALVAGED TREES. EXTERIOR.USE PROPER SIZE AND TYPE FOR APPLICATION. -STONE VENEER IN QTY.TO ALLOW FOR CUTS/WASTE ETC. SHRUBS.ETC. CAULK b TONNE HYDRO-AIR UNIT. -STONE FOR PATIOS CAUL(SHALL BE PAINTABLE SIUCONE.WHITE.PROVIDE CAULK BETWEEN TILE AND NOT TI PAIR TO ACA2 LENNOX'ELITE'SERIES-EL16XC1 b TONNE 17 SEER CONDENSING UNIT. -FAUCETS&SHOWER HEADS ALL DISTURBED AREAS AND AREAS INDICATED AS LAWN ON SITE PLAN SHALL BE HAYED SURFACES,TYPICAL SYSTi7Mi#3-(AHU/3) -VANITY CABINETS AND SEEDED AT THE COMPLETION OF PROJECT. -SINKS BUILDING PAPER SHALL BE TYVEK HOUSEMAID(OR STUCCO WRAP WHERE APPLIES)BY PROVIDE CAST IRON OIL BURNING BOILER BY WELL-M(X.AIN'ULTRA-qL'SERIES-UD-SE �► -TUBS&WHIRLPOOLS DUPONT. ENERGY STAR RATED 198,000BTU AFUE 87.0,DIRECT VENT BOILER W/EIEU)CONTROLS }� BACK FILLED TRENCHES SHALL BE CROWNED Y HIGHER FOR SETTLEMENT.BACKFlLL -SHOWER PANS c SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL SUCH WALLS ARE PROPERLY DIRECT VENT KIT-SEE PLAN FOR LOCATION,OR GAS FIRED ALTERNATE-PROVIDE SPECS -SHOWER UNITS BRACED. SOFFIT VENTS WHERE INDICATED SHALL BE PERFORATED VINYL BY CERTAINTEED. W/ARCHITECT APPROVED EQUAL -TOILETS AND SEATS % ERAMING REQUIREMENTS TO BE AS FOLLOWS: PROVIDE WITH COILSBECK N%BURNER. EXCAVATION FOR FOOTINGS AND FOUNDATION WALLS SHALL EXTEND AT LEAST 42"BELOW PROVIDE WITH COLS TO EACH OF(2)AIR HANDLERS AND HOT WATER STORAGE TANK BY GENERAL CONDITIONS OF CONTRACT NOTES -TOWEL BARS,RACKS,RINGS . -SMALL BE LEVEL AND PLUMB AND ALIGN WITH SOLID BEARING WEIL-MCLAIN•AQUA-PRO'SERIES-119 GALLON MODEL#833500203,WITH INDIVIDUAL -TOILET TISSUE HOLDERS REVISIONS FINISHED GRADE AND AT LEAST 6 INTO THE NATURAL UNDISTURBED SOIL ALSO SEE CIRCULATORS,PUMPS.PARTS ETC. FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND SERVICES AS NECESSARY TO COMPLETE -ROBE HOOKS ALTERNATE FOUNDATION/FOOTING INSULATION DETAILS AND SECTIONS. -PROVIDE CUTTING AND PATCHING FOR HVAC,PWMBINO AND ELECTRICAL TRADES WITHIN 08-DOORS AND WINDOWS PROVIDE ARCO PANEL FOR CENTRALIZED CONTROL AND'PRIORITIES'TO BE SET WITH ALL WORK SHOWN IN EACH PLAN AND SPECIFICATION SHOWN.ORDER ALL MATERIALS AND -MIRRORS&MEDICINE CABINETS DATE DESCRIPTION CONTRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS,GRADES,ELEVATIONS FRAMING AS NEEDED. ARCHITECT AND/OR OWNER ON-SITE. ITEMS M A TIMELY MANNER SO NO DELAYS RESULTS. -WASHING MACHINES/DRYERS VI AND HEIGHTS PRIOR TO PROCEEDING. -PROVIDE ALL FRAMING MEMBERS TO EXECUTE THE WORK INCLUDING BEAMS,JOISTS, PROVIDE SAFETY GLASSAT BATHROOMS AND HAZARDOUS LOCATIONS AND AS INDICATED IN PROVIDE WITH'ALWAYS ON'RETURN LOOP TO MASTER BATHROOM MAIN HOT WATER SUPPLY -LIGHTING FIXTURES(DECORATIVE) 092122 CDOCS 1 CONTRACTOR SHALL FOLLOW ALL LOCAL GOVERNING CODES REGARDING DRIVEWAY HEADER,JACK STUDS,BLOCKING.FURRING,SHIMS,FIRESTOP AND METAL ACCESSORIES. SCHEDULES. FOR'READY HOT WATER INCLUDING ADDITIONAL CIRCULATOR. ADHERE TO ALL MANUFACTURER'S RECOMMENDATIONS REGARDING INSTALLATION -TILL(FLOOR,WALL.BACKSPLASH,BORDERS,PENCIL RAILS,CHAIR RAILS, N.PROPERTY LINE SETBACKS,ENCROACHMENTS.MINIMUM AND MAXIMUM -PROVIDE BRIDGING BETWEEN FLOOR JOISTS AT MID-SPAN OR AT MAXIMUM SPACING OF INSTRUCTIONS IF THERE IS, DISCREPANCY OR CONFLICT IN PERFORMING THE DESIGN 110222 ARB APP INSTALLATIO RIRE PROVIDE DOOR STOPS AT EVERY ACTIVE DOOR.PROVIDE SAFETY GLASS IN ALL DOORS AND EACH SYSTEM AIR HANDLER M TO BE DAMPENED TO(SPLIT INTO)2 ZONES PER SYSTEM- INTENT OF THESE DRAWINGS,CONTACT=A�/�IMMEDIATELY.ALL BOOKLETS, ALLOWABLE LENGTHS AND WIDTHS,ACCEPTABLE MATERIAL REQUIMENTS,ETC,AND IS QUARTER ROUNDS,DECORATIVE BUU.NOSNGS,ACCENT TILES,ETC) 8'-O',OR IF REQUIRED AT MFR MIN.LESS THAN W-O'. AS PER WINDOW SCHEDULE AND/OR AS INDICATED ON GLANS SEE MECHANICAL PLANS.PROVIDE A PROGRAMMABLE THERMOSTAT FOR EACH ZONE WARRANTIES,INFORMATION PACKETS.ETC ARE TO BE PRESENTED AND GRANTED TO= -MARBLE THRESHOLDS 120222 REV WINDOWS RESPONSIBLE TO FILE PROPER PERMITS AS AUTHORIZED BY THESE JURISDICTION'& (6)TOTAL TO LOCATIONS AS DETERMINED IN FIELD WITH ARCHITECT. ONR AT PROJECT COMPLETION. -PROPANE FIREPLACE(DEN) -STONE/TILE AND MANTEL FOR SURROUND CONTRACTOR TO PROPERLY FOLLOW ALL STORMWATER AND ENGINEERING DEPARTMENT ALL DOORS TO BE HUNG PLUMB AND LEVEL IN FULL OPERATION.JAMB TO BE 4'FROM 020223 B.PERMIT APP CORNER WALL UNLESS DIMENSIONED OTHERWISE ALL PLUMBING SUPPLY ONES SHALL B DO NOTSCALE'DRAWINGS.PLEASE CONTACT 1�Ab/1�T FOR DIMENSIONS REQUIRED E�SIZED AS REQUIRED TO PREVENT PRESSURE BUT NOT INDICATED. -MOOD BURNING INSERT BOX/FIREPLACE(GREAT ROOM) APPROVED DRAWINGS AND PERMITS,AND PROVIDE STATEMENTS AND C1 -OUT FORMS DROP WHEN MULTI-FIXTURES ARE IN USE. -STONE/TiLE AND MANTEL FOR SURROUND 020823 B.P./ARB APP . PER KEPT'REQUIREMENTS. WINDOWS SHALL BE AS PER WINDOWS APPROVED BY ARCHITECT.DO NOT REMOVE WINDOW STICKERS UNTIL AFTER FINAL INSPECTIONS SHALL BE STRAPPED AND ISOLATED AS REQUIRED 1O ELIMINATE VIBRATION. FINAL CLEANING OF CONSTRUCTION SITE AREAS SHALL BE REQUIRED. WASH AND/OR CLEAN ALSO SEE SITE PLAN FOR NEW DRIVEWAY AREA NOTES ALL SURFACES OF ALL AFFECTED AREAS.CLEAN BOTH SIDES OF WINDOWS INCLUDING SILLS 022023 B.P./ARB APP THE CONTRACTOR SHALL COORDINATE PIPE LOCATIONS WITH THE HVAC AND ELECTRICAL AND TRIM.PROVIDE A FINAL'CONSTRUCTION CLEANING'PRIOR 10 COMPLETION AND OWNER INTERIOR DOORS TO BE WASONITE 2-PANNELED(FLAT)PANELED DOORS,SOLID CORE AND CONTRACTORS PRIOR To COMMENCEMENT OR ROUGHING WORK TO MINIMIZE INTERFERENCE MOVE-IN. ISSUED FOR 7'HIGH AT FIRST FLOOR,8'-W AT SECOND FLOOR AND BASEMENT.READY FOR PAINT/ BETWEEN MECHANICAL SERVICES. =Aa SHALL SUPPLY AND INSTALL TO THE PROJECT SITE THE FOLLOWING PAINTABLE.PROVIDE WITH SATIN NICKEL HINGES(HEAVY RESIDENTIAL DUTY/LIGHT GENERAL CONTRACTOR PROVIDE SYSTEMS,BONER.PUMPS ETC AND ALL HVAC MAINTAIN EGRESS FROM ALL LEVELS DURING CONSTRUCTION.KEEP ALL STAIRS AND DOORS -SSO/IBO'ITEMS(WHERE APPLIES} REVIEW COMMERCIAL OUIY/GIRADE)AND INSTALL OF OWNER SUPPLIED SATIN-NICKEL LEVER-STYLED ELECTRICAL COMPLETION AND COORDINATE SUCH BETWEEN.AND BE RESPONSIBLE FOR ALL CLEAR OF DEBRIS AND MATERIALS DO NOT-BOARD UP'ACCESS AND EGRESS LOCATIONS HANDLES IN DESIGNATED OPERATIONS(KEYED/PRIVATE/PASSAGE/OFFICE/CLOSET NECESSARY LINE AND LOW VOLTAGE WORK. DURING CONSTRUCTION.COORDINATE WITH WORKERS AND TRADES ALL ACCESS AND EGRESS -OTHER LANDSCAPING(IF REQUIRED) DRAWING DATE ETC.) LOCATIONS,AND SECURITY OF SAID OPENINGS. -COUNTERTOPS AT KITCHEN AREAS •CONTRACTOR IS RESPONSIBLE FOR ALL VERIFICATIONS OF EXISTING DIMENSIONS AND -COUNTERTOPS AT LAUNDRY AREAS 02-20-23 THE INTERIOR DESIGN TEMPERATURE USED FOR HEATING AND COOLING LOAD CALCULATIONS CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK.• -CUSTOM GLASS ENCLOSURES(FRAMELESS AND FRAMED AT ALL SHOWERS) SHALL BE A MINIMUM OF 72'F(22*C)_FOR HEATING AND A_MINIMUM OF 757(24'C)FOR a CONTRACTOR IS RESPONSIBLE FOR THE ACCURACY OF THEIR BID,AND IS AWARE THESE -GARAGE DOORS AND OPENERS,CONTROLS ETC. COOLING.AS REQUIRED M THE IIIIIIIIIiIIIIIII - - MIMANDOCUMENTS ARE PART OF THEIR CONTRACT MATH 1K MOL M I SPEC 3D_1'DESIGN CONDITIONS! PROVIDE PVC ACCESS COVER PANELS FOR ALL CLEAN OUTS,CONNECTIONS.SHUT OFFS, I I I I I I I VALVES.ETC IF REVD **THIS OUTLINE SPECIFICATION SHEET IS A TEMPLATE SHEET WHICH MAY CONTAIN SECTIONS OR PORTIONS OF SECTIONS WHICH ARE NOT CONTAINED IN THE SCOPE OF WORK. SEE ALL PLANS FOR INDICATION OF OR EXCLUSION OF SPECIFIC SECTIONS OR PORTIONS OF SECTIONS.GENERAL DATA,DEMOLITION AND GENERAL NOTES ARE IN THEIR ENTIRETY,SPECIFIC TO ALL PROJECTS.** LOTA FR EA / hmbAppRnOu tw.q..•x 0, ,.� ... ,.� .i L•,,a.aecr91.F,.x.nlwnq., 9 7pnruD1 fo.§tM.,1 . + , E- C •googk.comMupf/h}t1.Ot6530'1)b8.15�,`�7Sy Ii0 sA4J.Liu4x.+•Imelio:3i»t114N1'.FUIvcyGp�ngwtiD16Ar!2o01f11fiI8C1a�B1^l o G 0 t?a' O®1 3 1',.. •a.•.k .. r.,►aom9"IH. 0 wr�o,.do a Iw.r.r.an,.,._G w.,�.,•. kK...p,04.p...w9. 0�o•><r,dwl ,u v,.e..u. +CMD-19wer.._0 Naowuccr%'. WESTCHESTERarchltectcom � _"`.mac•• ;i/ 1 � - �/� 'i / � SPEARMAN ARCHITECTURAL DESIGN PC 914.769.0012 / �'i /' i j� 1 '�'` DAK R�OA� ■r 245 saw mill river rd#106 + i ►., + 'Y 0L-�u.•o•`^'..o hawthorne.ny 10532 lye Brook Village of F% w/� 1 ► __- 1 Arch itoctUra Review Board 1 _-__--- ;;� awe: 1 �/��; ►��.,'/t�r,•'N; ;. IW , - �/% // / _, !- 1 ..•, r��a�Data _( " .� �pp -� ;0 / 11 1 135.51-1-1 FRAM I IF - THE HOMES AT Y e 1 1 3�-2 • e - , -' ! CRAWFORD u. �,•�, "— - y� 1. 'f--- �► 1 PARK ,VO • 1 .... .............. En vqq O g ` RDgQ I �p. OPEN RASMENT > >✓�Lk��, _ -'•a♦= EOREt� (aPno11 (F1/M o'MINAL) m Z p Q k0q 0° z Z �— COY :� O 0 0 0 0 J m°D oW W UP Q (M �/ S IT E P LAN �W >_ D 1 it 30' > x 0 ftMAAXQCX19M Kn9.41 x 0 6Wd1wCft%S&re..•wu:r i 0 AMW�+ra9.we.s5.ro W u I©Cwgdcr"ex.u..lro ■ 9 20.9411a•ce66I.U#1 x ; a - u X (• C Y Y C.M e it 0 i I••■�� as„rc.aaS cse_ Fm&b C*p7nINa_0 Ao*Do"D_0 No,F4e.m....G w.ams.a.I.M ®TDA--,.am9n 0 b.19 s.WFd1 r,u.d.pctru.... N +CWD•19VXe...0 u&1u 1000 A,. MECHANICAL ROOM TT O 77W a. _00M w O OPEN RASMENT (OP110NA1a RECREATION AREA (FINNIM aPoNa) L, P,Y. r�uz)] PROJECT NUMBER ZLD-127.21 .,t`• �3,r �fit•`, •.r;•:x+-."s.-.. _ .. "'',',�.3r,if{''k��{1����w"SL���-.t F" .a. ..y •�#�.2�,-,t•rya. _,. �w�/� -_tREN SED S NOY92022 CC AMM APPM&,..f,.9..•. (1 9mra.aw cnm,.i M W,.Ii �,AnrL L131,rAM OUM Vr. p MW et„I"k IA." ,r ,GOO*u,% + � - O x DAT ®. REVISIONS � C •goopN40Mrcrn/iM1.0141419 Y3L875217,E►rN,trsa::3mi:,c3 0 GLr LE d O•' DATE DESCRIPTION Y nMr".WSwV- D".IM. 0 AarKDW..40-0 N--I1&L-G u-r,$&Wj.®MAlwf9.t.t.9n ML C0.10119Noees_0 rr%0.VXCtwr . 092122 CDOCS 1 .ro Q O W.u.urult. IG Na.6 M n,Y,Q,man !AA.,..m. 0 TrardI..Z,bier-d" m ATM. 110222 ARB APP THE HOMES AT L + I ISSUED FOR r I ; t REVIEW ,- NOV 2 2022 � �•�-! DRAWING DATE 11-02-22 TT a 6 t! c Oar .�. LOT3 BASEMENT PLAN .�. .- . �..µ.- , , .�..> , 3 �r 1/4it = 1'-011 3G r f A 1 ,� r, WESTC H E STERarch itect.00m SPEARMAN ARCHITECTURAL DESIGN PC 914.769.0012 245 saw mill river rd#106 hawthorne.ny 10532 S.B.L 101 0 135.51-1-1 BALCONY/DECK REAR PORCH (DECK ABOVE—NIC) THE HOMES AT 4r-e I/r '�'-01/'r• �'-�' '' CRAWFORD _. O PARK QABovE O O O O O Man BEAT W N&F-1 O O O O O CP(a> om DOOR BREAKFAST Ld OFFICEZ OFFICE/ P Op / O io O Z PLAYROOM o O IL .� \ Q T i TI O j❑ ON OUR= II ♦ i II W 11 II I II %I/ 11 Wr;W L Z CM O FRENCH at o O BARN S ° WDOCA co� ZY QJ F- OFFICE KITCHEN❑ OO � � D �— —/ a. O F PLACE-E O O oo Ww WALK—INTF WAI IM4 SIDE ENTRY m co X- VJWI PORCH m ON UP DN Q N W> O O P EN O P E N QO � A B O V E 1D 'NNEL ' ILM � Mu°a� EN-SLJI " q--Wm PANTY CL SHOWER 16 UPPER HALLWAY � W ENTRY 1J FOYER NES D W MROOLt 3 H PROJECT NUMBER MASTER ZLD-127.21 O b 4tio ARCS ILL T ItE Y❑STORAGE STORAGE2—CAR —A B O V E 2 C R GARAGE C 6 O F-1 p 9,� O O O" H REVISIONS O FRONT ENTRY PORTICO DATE DESCRIPTION t 092122 CDOCS 1 Q 110222 ARB APP U ABOVE ISSUED FOR REVIEW DRAW NG DATE 11-02-22 SECOND FLOOR PLAN FIRST FLOOR PLAN LOT3 1/4" = 1'-0" 1/4" = 1'-0" A2 W E S TC H E S T E R a rch itect co m III T mms%c loi:M PRM W OEM -- } f�II II CI II SPEARMAN If I!II if i If ARCHITECTURAL DESIGN PC Pose me M-1�1 C-LMX MU&&VAM is W/WMAT W Rk axx-um omw roW-NIT n 914.769.0012 WPM amt-PMON RIM MAMINtM i � � EO 245 saw mill river rd#106 KTALPATMOADS-OUAMW N�wc our y I hawthorne.ny 10532 pq rmd90 IE1191 L11 S.131 135.51-1-1 LA LL11 IN M7 xjljx up waill REAR f11D1oM oOW49-mcotow 40o s,oecs N�xl►at'J WAM CAP Iwo UK 1r1 W THE HOMES AT CRAWFORD F131 __ REAR ELEVATION ©� � � � � PARK _�— 3/16 - 1 -0 11 EA Lil I _ i m o �- M cn 0 Q z > I— � Y � o w0 w WJ °°0D m W LEFT SIDE ELEVATION �.Q Q cv) 3/16" = 1'-0" > W _- w cn o J_ O . . . . . . -- -- ROOF-GAF LIFETIME TIMBERLINE HD IN'CHARCOAL-GRAY v _ LLI J SIDING-HARDIPLANK TEXTURED'SELECT CEDAR W ATTIC FLOOR e .,=__t_r_, ,_._, HORIZONTAL LAP AND VERTICAL SIDING IN'WH CORNERBOARDS-AZEK 3'IN'WHITE' S -11 e >a PROJECT NUMBER O ZLD-127.21 00 SECOND FLOOR w I r p WlNoows-ANDERSEN 40o SERIES.WITH REVISIONS I ffi EE INTERIOR DIVIDES PER ELEVATIONS IN'BLACK' DATE DESCRIPTION wl O TRIM AT WINDOWS-AZEK TRIM IN'WHITE' 092122 CDOCS 1 GARAGE DOORS-DOUBLE'UTE' 110222 ARB APP INSULATED FIBREGUISS IN BLACK S IL FIRST FLOOR s ISSUED FOR REVIEW DRAWING DATE 11-02-22 STUCCO-MEDIUM GRAY AT EXPOSED AREAS STONE-'NEW ENGLAND'FIELDSTONE PORTICO-AZEK TRIM'WHITE'AT NEW PORTICO.WITH'CEDAR' VENEER AT PORTICO STEP AREAS STAINED WOOD CEILING LOT3 -COLUMNS-PERMACAST 120 PLAIN RECESSED PANEL.SIMPLE BEVELED CAP AND BASE'WHITE' FRONT DOOR/SIDEUGHTS WOOD LOOK.FIBREGLASS IN COLOR A 3 'RUSTIC CLAY STAIN/COLOR WESTCHESTERarchtta tcom SPEARMAN ARCHITECTURAL DESIGN PC 914.769.0012 245 saw mill river rd#106 haMhome.ny 10532 S.B.L 135.51-1-1 SECOND FLOOR THE HOMES AT CRAWFORD GFA 1902 SF PARK .RATtD Rw.Mao] LLIuj LL] ,� ® ® Ea ® ® \ 1.60 1 // �\ I �YARD RATIO Z Z SDE YARD RATIO--- - - - - - \ 1.e0 >!�[YARD RATb0 / ML25 FMLFLgK \ _igk;, _ An 1.0 T _-- - - ------ GRADE AT �Q f1101IT(AT gDE� --- - -- - ---- - - 1.75 A1N� _ AAD 11b GRADE AT COVERED PATIO GRAM 0 � 1 A1�.�t A� ,0 PAOPiRRiY LNt Lee FROPtRTT LAB PROPFJR11Y LINE 2MM WOW_ ----------------- 0 W :5 - - ------------ SIDE� WE YARD EAST !RO[YARD V= � G RAK AT : LOT #2 11111111KAWNT YARD EAST � LOT #3 0 V P1ROPatTY L1I Si0E/1'ROIIT YARD EAST b co x J FIRST FLOOR �� °D z [Q)1--COVERWENTRY/PATIO .. Y `'� GFA 2244 SF W 00POW Q m . oo x Z m FLOOR W W ♦^ HIDGHT 237W GARAGE GFA INCLUDES 400SF . - N�T �->_ >- U) - - TWO--CAR GARAGE � � w , � Q -- COVERED ENTRY/PATIO m W m m a t J N RIRONT YAOD IRATiO != Q oe— � PROPO�D 11011G: / / �� f� ® ® ;. PI10'rD a HOM I �, Lee I .41� � ® ® G ® �-AT LAT/3 =� w PR011T 1UIID RALee ID � ---- �' AT Lw2fa 21d28�fRST FLAOR ______-_ ___ �W � , 211-- ----- / 217ADAVfA / -- --- ---- ------ .J O 'RQtuTY tRi � 2�4a31 IZVQ�RIS�rAT•6TJR� � W O GRADE AT 201-0 -------------------� -------------------- 20a2a T_ � PROPfatTY L1IG R=11 YARD 1R01lT YARD LOT #2 �, ; AARNU. C A IS EX �DED MOM FAR LOT #3 � s b LATIONS QUAUFIES AS CELLAR PER BASEMENT/ VIUAGE CODE ZW-2. CELLAR THIS LEVEL TO BE UNFINISHED PROJECT NUMBER AND UN-HEATED.SUBJECT v ZLD-127.21 TO FURTHER BUILDING PERMIT APPLICATION O ARL% PROPOSED HEIGHT/SETBACK RATIO DIAGRAMS GFA 0 SF PROPOSED HEIGHT/SETBACK RATIO DIAGRAMSa E RA� LOT #2SLAB LOT #3 9 t REVISIONS DATE DESCRIPTION TOTAL GFA = 4146 SF 092122 CDOCS 1 110222 ARB APP UZ U W I P-2 Ft � 0�, ISSUED FOR 101 1 L. PROPOSED FLOOR AREAS (TYPICAL) REVIEW � DRAWING DATE WALL. I/Ir.= -W N O V 9 2022 11-02-22 DATE . LOTS 2&3 BUILDING DEPARTMENT A4 r , l ^ Now or Formerly Now or Fotmer/y ✓effiey Fischer Bat7y A/bo%h L av 0 A N 01;5300"W 31.�89" Ste'-'1?• I wr .� �' aa,�• ——— — —— w�a l• rs�,. w-a 1, Choln 135.23 Llnk } Fence Stockade Fence O sir IMF° Z ` I �E-Q?'E-l.0' O c Fr?l7.W r n` nwrnmnma��� ^ � �O ._.=.,^..._: •+-w Q • .� � � -_ 1� -rsII_� �� -► /?/.x?B 9 r �_01 0 �p ptad �bd xW I Crawford Pork e A - • _ � �� �'7 Blacktop s rr e y VC%n%tY Moo rt I ob. 0.5284 acres (Nor to sc�v/e) orb. I I O O RAW h 1i IrdFvu,bmrtt ry 0---� Ffo^t Y, -0, S O c Rear I Yord Setboc I AIN tT 1 q L `Yestchester County Deoadmmt of Heo/th `e 25 I lop Mount Kisco. New York s-i o' 1r&1 14 \ e A,OProwed Pursuant to Chapter B7,Artie%X,Sections 87J951 otld 8,7 102!of the P o O/ r Westchester County SoniYory Code subject to the P/avis/On of public water supply and Public Lot 1 a herein,sewer 10al'bes to serve o//S&WtureS Intended'for human oCCuPtlncy cionsbr/ctrd 2-T,017 sq.fG �aSYorD moo' I ® � I 1 ��_la.J'� 1 0.5284 aerate 1 Setback I n zo, ( 0Amy Each putthaser of prgaeity shown hereon shall be furnished o hrie copy of this Plot I — "lam showing this endorsement Any erasures,changes,oddit/ons ov o/tervttorlS of any load, 1 a� Q R except the addition of ar9n47tuneS of other 0p4WarT179 authority and hhe able thereof mode oil y c, this Plort o/ter this opp10MI,,sho!/im hoots this oppmvvl. r1byrtcre r I Z 1-2o7M c 1 I c OrSILm SoniYo war % cite• � � ��� � j � ,.�� �� ��l 1p � y ®� `w goprowed by the Assistant Commissioner of Heo/th on Behalf of the OsPortment of mmlth 201 63• I 0 O CS tarn % ti I 4CPmwed Ar 1/7m9 ov N!e O%w'SIM of Lond Records Dote Owner � In \ 1 �\ r � $r o y � � rhvre• Owner. Alarma'er Io/dan , A 7 Slfry/ihe Oriwe 5}tite 220 °�° 46 \ .3(S 2,�f6�T sq.fL ti o Howthome,NY 1�2 �o� ti \ I — I Rlsar rasa'setback 05-786 mwed b ResvlulAW of the Plonnal Board of the Wl a of R Brook e /PP l' 9 a9 � � �• � � 6'ItrrRm� I 0 I I ° /Atystonn Ternxw m1th Ornin St'tole h OOte GYtotrmon AoProwad by bSe Engineer of the!ri//o9e of Rye&M* V I Praposied water Services I vote /age EngineerSOP All tares due to dole how been paid. 1 \ \ .•' 01 I Yard �l t setbOCk ` u Oote leiloge of Ryw&w*-Recehw of To"s �'- vote Town of Rye-Receiwse of Taxes MAW l47/o9e of Rye Broc>,f Tox Assessment Oesignolicvl 4ft6 � I Bock 1-U 51 ��� \�� � b r.LJSIb� Lot 1 1=19VC 6,$I ftS1Chaste1 County/ndex.Stem ��,fy c Back 6.9123, \ 4 pO6�=02. - r 00 _ I • e Q'ey I /�191.57 As/RIB9 --- J81R d1 I P r e I im in a r y Subdivision Map I 1l, prepared for D [SC VE I\-ate a dlex Zo1de-an R-19x74 MAY 2 7 2022 �in the Village of ® ` ® ®NNW \ VILLAGE OF RYE BROOK Rye Brook BUILDING DEPARTMENT S'!a UtibYies designed by.• Lklvio'LomboMi P.E. Town o f R ye New YorkSroreLtcenseNo. Westchester C ol..!n t y N.Y. � F�'r ✓A/C P/onniit9,En9ineerirlg,Lonafrcope � � 120 bedful ord Lollo Rooe SA7lta nkgNY iasor S C a I e 1"=2 0' M a y 26, 2022 fie premises being Lot AW os shown on o mop WMW"Amended A&P Section One, E/m H171'doted✓une 1, 19M and/i/ea'Nov. 10 ISM os County CW*Alpo No. 1029•I. olia!Referavlce System uS4/9VA089(20>1)Ceoid IMINew York(East) 1117outhori?ed o/tervtions or additions to o surwey mop is o violation of *rtXd Datum:NA WBB section 7209,sub-divtston Z of the New YonP SYote Education Low:" LAND. We, word CotpawM-Engineers/rlc., the Surveyors who mode this mop do 76 Mamaroneck Avenue hereby certi/y that the surrey of Pfaperfy shown hereon was camp/eled Feb. ohite P/oins, N.Y. 10601 Lot Areo=69,502 sq.R.or 1.5955 acres 22,2022 and that this mop was completed A/oy 25,,2022 Job # 56338 File # LDD 52612\dwg\56338—Subdi vision.dwg I.LVf.IW '_V^ V/ EXISTING PROPERTY UNE LLJ ADJACENT PROPERTY LANE p O M --------------- EXISTING SETBACK t1l0. N N -J %0 EXISTING BUILDING OVERHANG Z Ln p Y DISTNG BUILDING UNE Q N C x O EXISTING PAVEMENT EDGE 0 Z V 9 3 EXISTING CURB UNE IN Z Z EXISTING STONE WALL W W 0 C.) 2 Z Z x 3 DISTNG RETAINING WALL Q Q Q o Q -x-x-x-x- EXISTING FENCE NY= Z N ����?� DOSING CONTOUR w ^ g N= ENSTNG OM CONTOUR NOW OR FORMERLY pys ,S� 4 so z;M(ta4£ \ ,9J.010 x EMSTNG SPOT GRADE W NOW OR fi7RMERL Y I 8ARRY ALBALAH /g V 910r?d�[ a a y£fFREY fISi�1ElP / TRENCH GRAIN /TSB 'oAK x7�7.5J X71747 TOP 216 M2 EXISTING TREE AND DENNATION Q PROPOSED / TOP 214.50 >06..41 x7/6.60 Jill 9' 1J JB S MEET -0 00STNG UTILITY POLE 22'[AfAD TREE SEAT WALL -->f='r!='�=O-d =�=�� JB. w G� � DUSTING ENSTNG WIT POLE N 015.T'00"W ,e•-,� - -, .-x x==x-= = - -°--- F I CSRe /o Ir Lf A�1G M 14.50 215.7J I S T C K A 0 E F E NA ANE TA/ a '°I N Ir 8= •[ECU PROPOSED �- EXISTING SIGI /'??8'MAPL /8 14E� 1/1 6"MA E o ?I5.?8 ?15. L_L 59 \ LINE �'� PR�OSED 9Ul DING LINE CAN��G ` `z \ PROPOSED CONCRETE CURB PAD - \ LOT 1 \ J B'MAPb£ X?lJ 7 EQUIPUENT TO ,.� 217.lf7 ZS t ~ 1 PLE LLL B[AL7(TOP 216..8! \ --------------- PROPOSED SAMICUT LUNE �. L Xz,s 10 _ • l4 8'MAPLE + 1 YA �b \ ? PR�OSED CONCRETE SBIEX" CD • 14/6" D JREE +211.36 a$ 7.75DRIWW, (FR�1gAC 6. E _ • LLLL. V'� 217.eY"7 �1 \ �D'ter 71?' U TOP 208.70 �' LL LLLLLL N PROPOSED YONOUTMC CONCRETE - • 5 �£i+ X 217. _ (7REE ~ `L SIDEWALK IY CURB Y a:. C- �L _LLLLi.L L It s % 12-1 ".LWd AR o ° .ten o+ s 2-MY LN PROPOSED w 15 • 210.00 PROPOSED Z1Q I A o FRAMED RESIDENCE L •-n b `No•. �-c LINE (DEN BYiTffRPROPOSED SAWCLITADtlNGS)WALL _ (SIDE YARD 26 I'MAPLE cc ELIEV1.1 1ST FLOOR FFE:218.25 �+ )VI5.68 MEET J' S£BACK) !? "CED+1;', I M217.75 L G i -x-x-x-x- PROPOSED FENCE LA- cm 127 1 CEDAR -- ` _ L BSMT:ZOa25 � � J ..L � (REA YAR LLL ` �' LLLLLLI.:.. 7 0 4 �_ ® PROPOSED ENTRANCE/bOT _ ). 1321 r':. SI YARD S QK) I MEET • ?9/2 CEDAR -'LLLLLI LLLLLLLL ACK} _ JJ J?' L LLLL, $ E1051ING ?QB 1 LLLL L LLL LLL LLL `�S?F LLL�pP LI I - `$ gURg PROPOSED FINISHED GRADE rVy LLLLLLLL -LL LLLLLLLLLLLLL 7 L cc]j TOP 216.25 19J J?�AIAPL ,951 LLLLLLLL`�L LLLLLLLLLLL4�t I P� LLl * .� 6" LLLL "`,.,.• 191.00+- PROPOSED SPOT GRADE LLLL LLLLL LL �''u? 21S.00 215.00 X 2/4.99 4W CONCRETE LLL ,LLLL-LL a Q �--� PAD FOR AC 200. -LL ( POOL r�o n 4 s BORING LOCATION AND OESIGNA110N 3oQ )(W928 1 ELEV.21t.36 4W CONCRETE W14J8 �"o •Sm PROPOSED SANITARY SEWER MANHOLE Z >V09.08 / >F7� TOP 2 )209.SJ LLL �+b y,+ PAD FOR I@O�74X *-0 •W PRROP�OSED STORM DRAIN MANHOLE OJ tit . 2-STORY LL LLL _ 2146J X "i 21t X i x959 FRAMED RESIDENCE 2/3.44 CO A-1z X 0 PROPOSED TIMNCH DRAIN X?08 1ST FLOOR FFE.210.65 * 1 X TOP 212.75 PEE 21 GAis.F# 210.11M � ti /BJ Js" PROPOSED RETADmNG WALL 09.JJ tdt GAlUff#.20� _ (DESIGN BY OTHERS) a15 < AEET BSMT- 2 X ,g y c PROPOSED DECKS TOP 211.50 C 1J7 J4 1J6 IZ"jP�N \ X?JO 19 X7J _ -- -- I{ s� 12URB TOP 209.25 27 TOP 2oa7o ?1 65 I\ Og K709.2j OT Z �" X X a 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,'SURVEY Of PROPERTY,'PREPARED 'V 1. 1. PROPOSED ASPHALT ? 4QX X ?.55 f BY WARD CARPENTERS ENGINEER,INC..DATED 02/22/2022. ! "=?` � \ ' hRso DRIVEWAY(TYPICAL) 2. ALL FILLS SHALL BE COMPACTED To PROVIDE STABILITY OF MATERIAL AND TO PREVENT SETTLEMENT. op 1J9 12'W L�RRY H XIOB 13 A i H X2b7.89 b K209.J4 �e $. X?0970 qgq �� �e a� I � 3. EXCAVATIONS AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTIES,NOR DIVERT WATER ONTO THE PROPERTY OF �J9 P .r,' J J 0.25 P�� OTHERS AT ANY TIME DURING THE COURSE OF CdNSTRUCTK2N \� N TOP 204.82 SAWCUT 4, �J� ?/ J . CONTRACTOR SHALL REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR FURTHER DIRECTION REGARDING SITE ♦♦ �2 if TOP 20&15 )CO8.8J i P�p� �.. ✓ �J J8J I STABILIZATION THROUGHOUT THE COURSE OF CONSTRUCTION. CONCRETE PAD MEET 1 11 0O. EIOSI AM J 4 �� 2-STORY 2J 75 (fRAN YA SETBACK) CURB �.' TOP 208.75 J 1 US7& CHERRY S T 6,,C 0 E F C N C J FRAMid RESIDENCE PROPOSED e9 W'�# J APL e� � % �,; 1ST FLOOR-Ff'E:-2�1.5Q. X_ � SAWdIT MEET ♦, T J6,I/A 35YAR0 JJ �� OAR*211.00 ?/ ._._..-- CLINE: ENSING p9 J2"MAPLE (BAR ,/56 1?" E JJ`'-�J `�� L�r,. GARJ.O.210'�f0 * L �174 US $ CURB 2I4'aAPLE -� PRON111111o2ot.So J _ t:: Sr .'.�JJJJ 4A/COMM J Z O PROPOSED CURB MEET 15J J8' TOP 205.75� *�� o PAD FOR AC J TOP 210.25 1 as MEET Q Y t ( W NF (� EXISTING ♦ � S O a CURB 4 8' \ \ PRE J _ PSAWOUT ♦ \ \ '� ll E SAWaIT � 3 \ Z .c b a LINE \ '�� �� LINE ��W l ♦♦ \ �,� \\ 1727REE --_I LLJ u GY MEET `♦ \ \ \ ^, EXISTING ~JJ 0 CURB J CURBM BFj• ��-,o S,�N \\ \\ - 5 TOP 205.0o-J =(0PROPOSED sy A \ \ saDo $ SAVOLITLINE �aoA> �j�O � , J M�0:c \ a �� U'Ps BC19s� `♦♦ \\\ �¢J-18-5 ' a4E s71 10"WRy 0 TREE Q N O Ld > � $ S?D;J9, • Orel SIFR \ € Ob \ SUREF PROPOSED C) S Y ` C/y� ✓7 14'S B 09 10'_ slZp - f SAWCUT O 06 18 170 16" UNE CL MEET RCN R LC'47,12' g CURB TOPS 9 25 b X 19500 x.mod X9J.JJ Drawn RB Approved: AN ANY ALTERATION OF PLANS, No. Revision Date By sco O SPECIFICATIONS,PLATS AND I. REVISED PER VILLAGE COMMENTS 06/29/2022 R8w. 1•'20' REPORTS BEARING THE SEAL Date: 05/16/2022 OF A LICENSED PROFESSIONAL Project No: 2= ENGINEER OR LICENSED LAND SURVEYOR IS A VIOLATION OF 2tOt➢-9E Mlkl1 STE LAYIEtADw ARTICLE 145 OF THE NEW Drawing No PORK STATE EDUCATION LAW, C 101 EXCEPT AS PROVIDED FOR BY SECTION 7209,SUBSECTION 2. I'iewous EdidoJJs Obsolete PRELIMINARY SITE PLAN APPROVAL DRAWINGS PROPOSED 3 LOT SUBDIVISION LOT 3 TAX MAP SECTION 135.51 BLOCK I LOT 1 JMC Drawing List: I C-003 COVER SHEET WESTCHESTER COUNTY C-100 OVERALL EXISTING CONDITIONS MAP&DEMOLITION PLAN C-101 OVERALL SITE PLAN C-102 SIGHT DISTANCE PLAN 2 ELM HILL DRIVE C-103 PHASE 1 CONSTRUCTION MANAGEMENT PLAN Site Planner,Civil&Traffic Engineer, C-104 PHASE 2 CONSTRUCTION MANAGEMENT PLAN Surveyor and Landscape Architect: C-203 EROSION AND SEDIMENT CONTROL PLAN-LOT 3 120 D ROAD VILLAGE OF RYE BROOK, NEW YORK C-303 LAYOUT PLAN-LOT 3 ARMONKONK,N NY 10504C-400 OVERALL GRADING AND UTILITIES PLAN (914)273-5225 C-403 GRADING AND UTILITIES PLAN-LOT 3 L-100 OVERALL LANDSCAPING PLAN L-103 LANDSCAPING PLAN-LOT 3 Applicant/Owner: ` C-900 SITE DETAILS ALEX ZOLDAN �\ \\ C-901 SITE DETAILS \ \ C-902 SITE DETAILS 7 SKYLINE DRIVE,SUITE 220 \ Y \ C 903 SITE DETAILS HAWTHORNE,NY 10532 -�. \ \ Architect: LOT 1 LOT 3 �_'\ F \ TABLE OF LAND USE SPEARMAN ARCHITECTURAL DESIGN'PC. Q a \ SECTION 135.51,BLOCK 1 LOT 1 245 SAW MILL RIVER ROAD#106 ) 1ST��"� �� ZONE"R-12"—"ONE—FAMILY RESIDENTIAL" HAWTHORNE,NEW YORK 10532 �* \\ ''ROPOSED USE:SINGLE FAMILY HOME (914)769-0012 FIRE DISTRICT:PORTCHESTER WATER DISTRICT: SUEZ WATER ,� I SCHOOL DISTRICT:BLIND BROOK S urveyor: '�"`""' I SEWER DISTRICT:BLIND BROOK I _—— WARD CARPENTER ENGINEERS,INC. —— DESCRIPTION REQUIRED EXISTING PROPOSED 76 MAMARONECK AVENUE LOT2 LOT AREA (FEET) 12,500 MINIMUM 69,509 23,080 WHITE PLAINS,NEW YORK 10601 I I HORIZONTAL CIRCLE DIAMETER (FEET) 100 MINIMUM 220 118 (914)949-6000 ` ) LOT FRONTAGE (FEET) 65 MINIMUM 616 123 z sorer \� RESIMMU ,�noaa FFrI BUILDING HEIGHT/SETBACK RATIO (FRONT/SIDE) 0.69/1.60 N/A 0.48/1.24 BUILDING HEIGHT (STORIES/FEET) 2/30 N/A 2/26.2 o GROSS FLOOR AREA (SQUARE FEET) 1,200 MIN./4,147 MAP) N/A 4,149 USABLE OPEN SPACE (SQUARE FEET) 1,200 MINIMUM N/A 16,837 I YARDS FRONT BUILDING SETBACK (FEET) 35 MINIMUM 331z1 E5± 36REAR BUILDING SETBACK (FEET) 35 MINIMUM 247 92SIDE BUILDING SETBACK (FEET) 15 MIN/40 TOTAL 16/87 7/62 \ (1)MAXIMUM GROSS FLOOR AREA=4,000+ LOT A EA-21,780*0.114784211. (2)EXISTING NON-CONFORMANCE. � -�K A,& x SITE GENERAL CONSTRUCTION NOTES APPLY TO ALL WORK HEREIN: �P -3 7, v I T` , 1.PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL CALL 7531RE UIREM NY"(N-800-965HALL CO TO HAVE UNDERGROUND UTILITIES LOCATED MMENCE UNTIL ALL THE OPERATORS HAVE NOTIFIEDNG ARRANGING FOR CONTRACTOR THAT PRIVATE THE R MARK ES HAVEON-SITE BEEN ERE APPLICABLE D LTHE L AREA MAP P,E��1`� � w EXPLORATORY EXCAVATIONS SHALL COMPLY N C Q ER B l fi 2023 g CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL PUBLIC AND PRIVATE UNDERGROUND AND SURFACE UTILITIES AND STRUCTURES AT OR ADJACENT TO THE SITE OF CONSTRUCTION,INSOFAR AS THEY MAY BE 111=401 DA.I E prrR VEr T ENDANGERED BY THE CONTRACTORS OPERATIONS.THIS SHALL HOLD TRUE WHETHER OR NOT THEY ARE SHOWN ON THE CONTRACT DRAWINGS.IF THEY ARE SHOWN ON THE DRAWINGS,THEIR LOCATIONS ARE NOT GUARANTEED P N EVEN THOUGH THE INFORMATION WAS OBTAINED FROM THE BEST AVAILABLE SOURCES,AND IN ANY EVENT,OTHER UTILITIES ON THESE PLANS MAY BE ENCOUNTERED IN THE FIELD.THE CONTRACTOR SHALL,AT HIS OWN �GE OF RYE BROOK+; - - EXPENSE,IMMEDIATELY REPAIR OR REPLACE ANY STRUCTURES OR UTILITIES THAT HE DAMAGES,AND SHALL CONSTANTLY PROCEED WITH CAUTION TO PREVENT UNDUE INTERRLPTION OF UTILITY SERVICE. aLAL.DING' VJ ye Brook,NY D 'tfUiL - 2.CONTRACTOR SHALL HAND DIG TEST PITS TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.CONTRACTOR SHALL VERIFY EXISTING UTILITIES DEPTHS AND ADVISE OF ANY CONFLICTS WITH PROPOSED UTILITIES.IF CONFLICTS ARE PRESENT.THE OWNER'S FIELD REPRESENTATIVE,JMC,PLLC AND THE APPLICABLE MUNICIPALITY OR AGENCY SHALL BE NOTIFIED IN WRITING.THE EXISTING/PROPOSED 5 ' - UTILITIES RELOCATION SHALL BE DESIGNED BY JMC,PLLC. SUBSURFACE UTILITY LOCATIONS ARE BASED ON ^* ,+f- A COMPILATION OF FIELD EVIDENCE,AVAILABLE ' e, 3.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL LOCAL PERMITS REQUIRED. a c J -- ` RECORD PLANS AND/OR UTILITY MARK-OUTS. ��� •_ �,.m 4.ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL,STATE,AND LOCAL CODES,STANDARDS,ORDINANCES,RULES,AND REGULATIONS.ALL CONSTRUCTION WORK SHALL BE PERFORMED IN THE LOCATION OR COMPLETENESS OF -F- ---_ - ACCORDANCE WITH ALL SAFETY CODES.APPLICABLE SAFETY CODES MEAN THE LATEST EDITION INCLUDING ANY AND ALL AMENDMENTS,REVISIONS,AND ADDITIONS THERETO,TO THE FEDERAL DEPARTMENT OF LABOR, UNDERGROUND INFORMATION CANNOT BE € o '� OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S OCCUPATIONAL SAFETY AND HEALTH STANDARDS(OSHA);AND APPLICABLE SAFETY,HEALTH REGULATIONS AND BUILDING CODES FOR CONSTRUCTION IN THE STATE OF NEW GUARANTEED,VERIFY THE ACTUAL LOCATION (' YORK.THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATIONS IN ACCORDANCE WITH THE PROVISION OF SECTION 107-05(SAFETY AND HEALTH REQUIREMENTS)OF THE NYSDOT R T EX ANY ALTERATION OF PLANS, STANDARD SPECIFICATIONS.IF THE CONTRACTOR PERFORMS ANY HAZARDOUS CONSTRUCTION PRACTICES,ALL OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTION SHALL BE TAKEN TO CORRECT OF ALL UTILITIES PRI 0 0 EXCAVATION N 0 Illp,,,, r SPECIFICATIONS,PLATS AND OF NE N ®8 THE SITUATION TO THE SATISFACTION OF THE APPROVAL AUTHORITY HAVING JURISDICTION. OR CONSTRUCTION. REPORTS BEARING THE SEAL 't�GYL OH �'�f-• 5.CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES AFFECTED BY THE SCOPE OF WORK SHOWN HEREON AT ALL TIMES TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE.RAMPING CONSTRUCTION TO PROVIDE OF ALICENSED PROFESSIONAL o o ACCESS MAY BE CONSTRUCTED WITH SUBBASE MATERIAL EXCEPT THAT TEMPORARY ASPHALT CONCRETE SHALL BE PLACED AS DIRECTED BY THE ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE ENGINEER OR LICENSED LANDPEDESTRIAN ACCESS AT ALL T MES. / SURVEYOR IS A VIOLATION OFM. Knowwharsbelow. F____ L>1FIN- ARTICLE145OFTHENEW6.CONTRACTOR SHALL MAINTAIN hIE INTEGRITY OF EXISTNG PAVEMENT TO REMAIN. 1 �11REC y Call before you dig. YORK STATE EDUCATION LAW, t00532 v a VILLAGE OF RYE BROOK CODE SECTION 215-7 STREET&SIDEWALK SPECIFICATIONS EXCEPT AS PROVIDED FOR BY pAOPESSVp�P H-1 SECTION 7209,SUBSECTION 2. m THE STREET OPENING WORK AND THE FINAL RESTORATION SHALL BE PERFORMED IN ACCORDANCE WITH SPECIFICATIONS ^ APPROVED BY THE BUILDING INSPECTOR,WHICH SHALL INCLUDE THE FOLLOWING MINIMUM SPECIFICATIONS: s ;- A.THE TRENCH SHALL BE FILLED WITH K-KRETE. No. Revision Date By Drawn: RB Approved AN VICINITY MAP/ \ B.IF A NEW PATCH OCCURS WHERE THERE IS AN EXISTING PATCH,THE ENTIRE EXISTING PATCH SHALL BE REMOVED AND REPLACED. ! C.IF THE PATCH FALLS WITHIN 18 INCHES OF THE CURB OR PAVEMENT EDGE,THE PATCH SHALL EXTEND TO THE CURB OR PAVEMENT EDGE. � Scaie ZONING 1. REVISED PER VILLAGE COMMENTS O6292022 RB / / NOT TO SCALE D.THE FINAL PATCH SHALL HAVE A CROWN. Date: 05/16/2022 � "— ' R_VILLAGE COMMENTS 08/25/2022 RB Development Consultants, SCALE:1-1000 / E. THE CODE 53 CASE NUMBER SHALL BE FRONDED TO THE VILLAGE BEFORE ANY DIGGING TAKES PLACE. 2. REVISED PE F. NO DIGGING SHALL START ON A SATURDAY,SUNDAY,OR HOLIDAY,EXCEPT IN AN EMERGENCY. 3. REVISED PE',R VILLAGE COMMENTS 09/29/2022 R9 Project No:22029 SOURCE:VILLAGE OF RYE BROOK ZONING MAP G.CONCRETE,IF THE STREET IS CONCRETE,THE PATCH SHALL BE CONCRETE.THE CONCRETE SHALL BE SAW-CUT TO ESTABLISH A CLEAN,SMOOTH SURFACE.THE EXISTING CONCRETE SHALL BE DRILLED AND 24"DOWELS ----- JohnINSERTED TO A TWELVE-INCH DEPTH,AND THE DOWEL SHALL BE TWO FEET ON CENTER.THE SEAM BETWEEN THE NEW AND EXISTING CONCRETE SHALL BE SEALED WITH TAR. 4. REVISED PEiR ENGINEERS COMMENTS 12/16/2022 RB 12029 9IE COVER-3 COVER.scr H.ASPHALT.IF THE STREET IS ASPHALT,THE PATCH SHALL BE ASPHALT.THE EXISTING ASPHALT SHALL BE SAW-CUT TO A DEPTH OF TWO INCHES AND SHALL BE 12 INCHES WIDER THAN THE TRENCH.A BINDER COURSE 5._ARB SUBMISSION _ 01/11/2023 RB I I 1'1 ROAD AR MONK, I Drawing No: m C OF 4 1/2 INCHES AND A TOP COURSE OF 1 1/2 INCHES SHALL BE REQUIRED.THE SEAM BETWEEN THE NEW AND EXISTING ASPHALT SHALL BE SEALED NTH TAR. L IF A PIPELINE INSTALLATION SHALL DISTURB MORE THAN 50%OF THE ROAD WIDTH,THE ENTIRE ROAD'WIDTH SHALL BE RESURFACED. 6. ARB SUBMISSION 02/16/2023 RB _ www.jmcp I C-003 J. ALL WORK SHALL BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER,SATISFACTORY TO THE VILLAGE ENGINEER/DIRECTOR OF PUBLIC WORKS. K.ALL STREET OPENINGS AND WORK AREAS SHALL BE PROVIDED WITH WARNING SIGNS,BARRICADES AND LIGHTING AS NECESSARY FOR PUBLIC SAFETY AND IN CONFORMANCE NTH APPLICABLE PROVISIONS OF THE STATE ..._... OF NEW YORK DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. Preuious&14017sobsolete TREE REMOVAL LEGEND CHART—L O l /S --_ EXISTING PROPERTY LINE 0 \ ADJACENT PROPERTY UNE LJJ\ TREE DESCRIPTION& --- Q \ \ NUMBER DIAMETER IN co N OMIT OF EXISTING \ NCHES f/////////////, EXISTING BUILDING LINE N J O FENCE EXISTING STOCKAD TO BE REMOVED FENCE \ \ 16 MAPLE 36 EXISTING PAVEMENT EDGE cV N QO (AT PROPERTY LINE) TO BE REMOVED \ \ \ \NOW OR FORMERLY 17 MAPLE6 Z�_� Oelf Y / 9�R c gTyGl+ \ EXISTING CURB LINE Q O-'O BARRY ALSALAH 97 3&s��8 a rcn Ar \ 18 ELM 14 r >- IOW OR FORMERL Y UNIT OF as �� JEFFREY FISCHER DISTURBANCE ! EXISTING WALKWAYS A s\ Cr\ 19 MAPLE 24 EXISTING CONTOUR O L�Z w j EXISTING PROPANE TANK TO BE REMOVED y i5 C1" y 8's7 Z7G6 22 TREE CLUSTER �`,>0 EXISTING INDEX CONTOUR N W ~C O W EXISTING FENCE ! AND FENCE TO BE -. V - r✓v=�'I,JJJ Of _ J Z TO BE REMOVED 6 3 N9 REMOVED TREE CLUSTER EXISTING STONE WALL X 22 DEAD TREE -* C111R8 0 BET OF TING LLJ REMOVED --I W O r+, 27 73 C;t�E F r'v o i,F;E 7q,hr BI L E�1 \"� EXISTING RETAINING WALL Z Q �i - / 35 TREE 4 6 27� %,__ ;iiJa! RPcE. ? {,✓lr Y�� =i.2' b 9 3C Lt'.�_ °'�.'�,.-..- � 4 _. \ Q Q 0 yM F �� !A-P�E l� x„ _ /� N 4 ffi`` p12�fYugP�� vY a I o- EXISTING WOOD FENCE I�7+ e \ 38 TREE 20 Y Q_ �F 40 MAPLE 30 Z 3 X2i4.r37 (-•�rmo r.w 9na,:va ar +`C 1 - - ` ^ �' Q d"Q Y 746b 41 MAPLE 32 -v-� �s Jr \ EXISTING STOCKADE FENCE o r CV J6 ar 0 - Jo N' BCA FTOP .; + \ 45 MAPLE 74 -x-x-x-x- EXISTING CHAIN LINK FENCE Z v EXISTING CONCRETE PAD \'�4Je rf86 t f e� 4 - 216.E „ i.. D w ? a POOL EQUIPMENT 814"-74hrga ' 6 eRrvEr,' rFFDTSar1) �: \ m \ 46 TREE 10 ~W T LIIT CF EASING FENCE TO REM v. - v a c� ^ / L m 3 1&"OqK EXISTING TREE AND DESIGNATION J FBICE Ar 5'reaps Ld i \�EEXISTING LIGHT 47 TREE 79 w .4 FEE 1 o r2 4 N- k TO BE F Fod k POLE TO BE R�ovm 48 TREE 8 (AI PROPERTY ^B�7 PORTION OF EXISTING dAPLc i 'RCP "` i EXISTING POOL TO A _ __ -- F S FrK / a CURB TO BE REMOVED TOTAL 14 TREES EXISTING STORM DRAIN LINE AND SIZE 25' X -tyTA-"_-" - f 3�! _ -- - BF _.. v -__-. -_---__.---- REMAIN AN xY i I n EXISTING HOUSE TO BE a'sav S/DE YA17D ;' l CONS 0c - - ` _ - EXISTING SANITARY LINE AND SIZE PROTECTED DING Sf TRACXJ ,{iB-(�Gt Sl '-_--,x----- ��� - I CONSTRUCTION--.� R_AZED AND FOUNDATION \ r� MOVED AS DIRECTED " 1C"C.'EDA -- _ C _--{-� PC`f y ( -•- ry - EXISTING WATER LINE I i N,QAL TREE REMOI/AL w��; A,�P�R� W ,. EN6NIE� CHART—LOT 2 - - J2 lc -•.\` (SLOE YARD JTl°q CYI / .i o -avw-aew ehw-oew- ATc 'CEOAR EXISTING TREE gg6Y) o EXISTING OVERHEAD WIRES y3.;.,2 r✓ + - F �`roHx_ , - EXISTING DRIVEWAY\ DESCRIPTION TO BE ' CC^✓C r 2;7,?4 QP B4 CEOA, ❑ °w EXISTING DRAIN INLET r REMOVED n q 5 V � Q'iw , 1 TO BE REMOVED \ TREE DIAMETER IN o1 rz PCE o E„`.u�9 s1 \ (TYPICAL) - ~ o NUMBER - ° 22 CCU_s;"9 v[„CCJ,TER T�E �` r�.X" q , 4-99�0"'� _ \` INCHES EXISTING MANHOLE E ' EXISANG POOL =[E -/ v io u ti 58 PINE 20 - GuT EXISTING GAS VALVE p 'I�, - x I r7 2`�nf� O 6' .?B33 3~ 59 MAPLE 16 EXISTING WATER VALVE O x 2 � LCA0928 231.J5 1 ...a � ih _ - 1 x209 0 rv-i 20,9`,Y _ - -YZ AT ' o, 167 4. t O EXISTING UTILITY POLE Dj S EP iPEE J41 MAPLE x2oa59 22 .� - - _ - 61 ELM 18 f I � 27C4 / N oti�N .� NE � � -- 1� EXISTING LIGHT POLE _ Q OB 45;`-!/15 4"-6"TREE l /i E ,, ` ' L CF 62 SYCAMORE 12 EXISTING SIGN - 4 / O 09.5 1 z A✓26175 r I Q + hl 76 TREE CLUSTER EXISTING FEATURE TO BE REMOVED nz PSVA1VS lJ R `PG593 _\ l ter✓ o �� p :, I 77 CHERRY 6 T'-5 BORING LOCATION AND DESIGNATION x20_91 \ l ° _r. X2r0 L4 ` _ ti UM E __ --•�--' .E_ aENCFrxoa 13 __ r __ -z oh sr_FPs i I' i / 78 MAPLE 22-8 X20+12E -���\ �.o 1 v 465 i+ O .� 7jjX0 / I Z '_.� / ;i EXISTING TREE REMOVAL 6" - t _�-- / 79 MAPLE22 ' UNIT of Jy\ DISTURBANCE ' XP9.7�r / o a `V GSI 2125 ( CURB TO BE REMOVED $0 TREE 36 ------------- PROPOSED SAWCl1T LINE l �W w n g I � � l 55 DEAD SYCAMORE 18 0 7 ' AN TOTAL 11 1REES NOTES 9 12 AN NE�Rj)P-1� 1 1- X20934re 3G v-e X?09 0 ✓�`P.7/ice. i� y ? /' y-�17 -- 2 Aa[E I Did R ? I 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,"SURVEY OF PROPERTY," Z' ; 41 /P ®� ' �� r20 WNF ,�' � _ PREPARED BY WARD CARPENTERS ENGINEER,INC.,DATED 02/22/2022. o w ® 9�8,/y� 2r3 I TREE REV OVAL ° `r2 I'� �� EXISTING >{'6 2132J 2.THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES TO BE DEMOLISHED AND EXISTING UTILITIES TO BE - z -C2 •j7�,' " +1�Yy1P�£ 5'/0 1 ` F X � �"' '�,I:.'. CHART LOT,J PROTECTED.IF ANY DISCREPANCIES ARE FOUND,THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND JMC P 55 1BDEAO Sf'�.'� •,:7;+iF E'^?^ ,5 T PRIOR TO THE START OF CONSTRUCTION. E-J8 7p fir' j ACE,STEPS, q4 sk / r✓�'.'Y � �` 7tND PORCH TO ! ¢ / i 3. sE c.,. DESCRIPTION& r BE REMOVED �� ° STEP /r r iF TREE 3.PRIOR TO THE START OF ANY DEMOLITION THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND/OR °'-r T r r- __ - // rY DIAMETER IN / LIMIT OF EXISTING 'a.. 1.-�,__�t_ f-G�� ". ;- .., ! --- - _ ' / �.,% \, l"-y; PORTION f EXISTING NUMBER APPROVALS FROM THE VILLAGE OF RYE BROOK AND ALL OTHER AUTHORITIES HAVING JURISDICTION.CONTRACTOR SHALL - - _./� _ H, CURB TO�E REMOVED NCHES PAY ALL OUTSTANDING FEES,CHARGES,AND DEPOSITS TO ACQUIRE SAID PERMITS.NO DEMOLITION SHALL COMMENCE --�/ - --- '<> UNTIL A PERMIT HAS BEEN OBTAINED FROM THE VILLAGE. TO BE REMOVED U17B �� -` (` _ •t r __f. _� �\ 20 TREE 12 (AT PROPERTY LINE) �� 4.THE CONTRACTOR SHALL COORDINATE THE DISCONNECTION OF ALL UTILITIES WITH THE UTILITY COMPANY HAVING Crc / ) Y „I _ +: � - EXISTING TREE �,, _- 21 TREE 10 JURISDICTION PRIOR TO THE START OF DEMOLITION.CONFIRMATION OF DISCONNECTED UTILITIES SHALL BE PROVIDED TO / TO-BE ,`Tom ' 1 I THE VILLAGE OF RYE BROOK BUILDING DEPARTMENT IN ACCORDANCE WITH THEIR REQUIREMENTS.LETTERS FROM THE / (B) / UNIT OF ` -� _- REMOVED 23 TREE CLUSTER APPROPRIATE UTILITIES STATING THAT GAS AND ELECTRIC HAVE BEEN CUT OFF SHALL BE PROVIDED TO THE VILLAGE, ' EXISTING a1RB y (TYPICAL) �J 2'°Ymf✓E 82 DEAD CEDAR 12 r' 4 B"' A %_ 5 I', 5.THE CONTRACTOR SHALL OBTAIN,AND PROVIDE A COPY TO THE VILLAGE OF RYE BROOK,A SEWER PLUG PERMIT GhC TO BE REMOVED EXISTING FENCE I INDICATING THAT A LICENSED PLUMBER HAS PLUGGED ALL EXISTING SEWER LINES TO THE EXISTING BUILDING.THE .` > 1 ^ ` 83 PINE 22 CONTRACTOR SHALL OBTAIN,AND PROVIDE A COPY TO THE VILLAGE,A WATER USE PERMIT INDICATING THAT A I, - LICENSED PLUMBER HAS CUT AND SEALED ALL EXISTING WATER SERVICE TO THE EXISTING BUILDING. /1 TO BE REM, 1 6VED �� � 84 CEDAR 18 - - ANY UNSUITABLE MATERIAL FOUND ON SITE DURING CONSTRUCTION SHALL BE DISPOSED OF OFF SITE IN A MANNER a 86 PINE 38 APPROVED BY ALL AUTHORITIES HAVING JURISDICTION AND REPLACED WITH SUITABLE MATERIAL AS REQUIRED.ALL �9, !4 / �`, ` v I REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL SHALL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A UNIT OF EXISTING re;p 6 2B --- I 87 CHERRY 10 GEOTECHNICAL ENGINEER. ` CURB TO BE REMOVED c'" �. PORTION 0 EXISTING S 02'1 Io i,CURB TO B�REMOVED 88 MAPLE 14-24 ®0, rn t I 7.ALL DEMOLITION AND/OR CONSTRUCTION WITHIN THE RIGHT-OF-WAY,INCLUDING STREETS AND SIDEWALKS,SHALL BE too 99 MAPLE 14 PERFORMED IN ACCORDANCE WITH VILLAGE OF RYE BROOK REQUIREMENTS. I 6.ALL CONSTRUCTION/DEMOLITION DEBRIS NOT PROPOSED TO BE RECYCLED SHALL BE REMOVED AND LEGALLY DISPOSED Cn Z r 90 CHERRY 12 OF OFF-SITE IN ACCORDANCE WITH THE REGULATIONS OF ALL LOCAL,STATE AND FEDERAL AGENCIES HAYING Z n Fr p'�r �O eOYys v9 \ \_ � �^PST,,, s JURISDICTION. o3 b' 1.r2 B4� 91 MAPLE 6-4 O Q Y E o oo' 92 TREE>0 9.EXISTING CONCRETE MAY BE STORED ON SITE,AND RECYCLED FOR USE AS COMPACTED FILL.ALL MATERIAL TO BE USED (` O 4 AS FlLL SHALL BE APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. J _ ! J S OEED\, I 93 MAPLE 6 0- /l 2- \ LIMIT OF - ,,� C�'9�D F Br'N?Eu�IE[,` yi--``- SUR7E 10.PRIOR TO THE START OF SITE DEMOLITION,EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED IN Z m W / / \ DISTURBANCE �I/ 14k*1' S'aAPt S70° TOTAL 14 TREES ACCORDANCE NTH JMC DRAWING C-200,AS REQUIRED AND/OR DIRECTED BY HE VILLAGE OF RYE BROOK,STATE OF Q z W Z NEW YORK OR JMC. U O j' ~/ -�- F 11.EXISTING DRAINAGE PATTERNS ON SITE SHALL BE MAINTAINED TO THE MAXIMUM EXTENT PRACTICABLE. 0 E. Y 5 30 L0 f I STEEP SLOPES DLSTURBANCE 12,ALL EXISTING SIDEWALKS,CURBS,PAVEMENT,ETC.TO REMAIN,WHICH ARE DISTURBED OR DAMAGED DUE TO THE NEW z---� ~J k% 12 PORTION OF CONSTRUCTION,ARE TO BE REPLACED WITH MATERIALS CONSISTENT WTH EXISTING CONDITIONS. Q \ _ L,47. ka',7 EXISTING I SUMMARY TABLE ~m OJ=m g ! / \ C^,`� CURB TO BE�i _ 13.THESE PLANS ARE TO BE PROVIDED TO BOTH THE DEMOLITION CONTRACTOR AND THE SITE CONTRACTOR FOR THEIR USE, (n REMOVED _ - INFORMATION AND COORDINATION.ANY QUESTIONS OF CONTRACTOR RESPONSIBIUTY AND/OR SEPARATION OF WORK X Q M E s / / \ 195,00 \ % 6 " SLOPE AMOUNT OF SHALL BE DIRECTED TO THE GENERAL CONTRACTOR IN WRITING PRIOR TO ISSUANCE OF BID. W X �� 70F=/9369 I I l OES/GNATION D/STURBANCE 14.THE OWNER SHALL RETAIN A UCENSED AND QUALIFIED PROFESSIONAL,CERTIFIED BY THE STATE OF NEW YORK,TO W CV O E 3 l f 6"CLIY \ -;, - INSPECT FOR THE PRESENCE OF ASBESTOS AND/OR OTHER HAZARDOUS MATERIALS WITHIN DEMOLITION AREAS PRIOR TO (W 7,750 SF THE COMMENCEMENT OF DEMOLITION.IF REMEDIATION IS REQUIRED,THE OWNER SHALL DO SO IN ACCORDANCE WITH THE W l J 2 4CP ��`' \ NEW YORK STATE ASBESTOS RULES AND REGULATIONS AND/OR ANY AUTHORITIES HAVING JURISDICTION.THE Q 0- O Q 267 SF CONTRACTOR SHALL PROVIDE ALL REQUIRED DOCUMENTATION TO THE VILLAGE PRIOR TO OBTAINING A DEMOLITION Q J 120 SF PERMIT. L.Li:m O s.a / 15.THE CONTRACTOR SHALL EXTERMINATE RODENTS AS REQUIRED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH 8,137 SF AND MENTAL HYGIENE.A LETTER FROM THE HEALTH DEPARTMENT CERTIFYING THAT A LICENSED EXTERMINATOR HAS O CL TREATED THE EXITING BUILDING SHALL BE PROVIDED TO THE VILLAGE OF RYE BROOK DEPARTMENT OF BUILDINGS. 16.PRIOR TO COMMENCEMENT OF DEMOLITION,THE CONTRACTOR MUST PROVIDE 24-HOUR NOTI 1 TIDN TO THE VILLAGE OF WA x \ \ RYE BROOK. T x 17.THE CONTRACTOR SHALL PROVIDE VERIFICATION TO THE VILLAGE THAT FIVE(5)DAYS'PRIOR NOTIFICATION WAS GIVEN V/OF 192.74 TO ALL ADJOINING OWNERS AND THAT NOTIFICATION WAS GIVEN TO THE APPROPRIATE COMMUNITY BOARD PRIOR TO THE 1NV,13774 COMMENCEMENT OF DEMOLITION. p4� Y f f 1Nv f87,54 a$_ l 1 TOP 7J2K I s A w ggC / 1 IDv is it // ANY ALTERATION OF PLANS, No. Revision Date By Drawn. RB Approved:AN SPECIFICATIONS,PLATS AND 1. REVISED PER VILLAGE COMMENTS 06/29/2022 RB Soale 1"=20' REPORTS BEARING THE SEAL - Date:2. REVISED PER VILLAGE 05162022 OF A LICENSED PROFESSIONAL LAGE COMMENTS 08/25/2022 RB // ENGINEER OR LICENSED LAND 3• REVISED PER VILLAGE COMMENTS _ 09/29/2022 RB ProectNo:22029 SURVEYOR IS A VIOLATION OF 4. REVISED PER ENGINEERS COMMENTS 12/16/2022 RB m-5TI EAST&DEMo Dus vx.sm ARTICLE 145 Of THE NEW 5. ARB SUBMISSION 01/11/2023 RB Drawing No: YORK STATE EDUCATION LAW, 6T ARB SUBMISSION 02/16/2023 RB r EXCEPT AS PRVIDED FR BY SECTION 7209,SUBSECTION 2, C-1 1 00 Pfeuious Editions obsolete LEG�'ND � EXISTING PROPERTY LINE w ADJACENT PROPERTY LINE 0 L0 N 0 to EXISTING SETBACK LINE O N Q O ' --- EXISTING BUILDING OVERHANG Z W n EXISTING BUILDING LINE Q::)Q 0 V)} U WO \ EXISTING PAVEMENT EDGE Z "- --------------/,\ \\ EXISTING CURB LINE O ir LEI U Z O Z = _1 ,� \\ EXISTING STONE WALL w ILL,0 U g UL EXISTING RETAINING WALL Q Q Q O Y`L U)= -x-x-x-x- EXISTING FENCE = Z F- 4 Q \ / EXISTING CONTOUR z t` Q N= 0 EXISTING INDEX CONTOUR 0 r ~Q \\ \ 197,00 x EXISTING SPOT GRADE C j j CL \\ \\ #6B OAK EXISTING TREE AND DESIGNATION a a(n \ 1 EXISTING unun POLE \ \ # EXISTING LIGHT POLE ` \ \ \ NOW OR FORMERLY � \ IXlsnNc SIGN NOW OR FORMERLY BARRY ALBALAH d97 38 sr A R B 40"SYCA ORE _ 99 20X1,�IF TRENCH\BgRAIN 0 PROPOSED BUILDING LINE JEFFREY FISCHER / PROPOSED 751 X7174 \ TOP 216.82� 07'CONCRETE PAD X276.60 1 JS..47 ----- PROPOSED CONCRETE CURB sT X POOL gl0 IS \ -------_ PROPOSED ET FENCE (PMENT 313.9' MET PROPOSED SAWWT LINE 1 22"DEAD TREE SEAT W� _ - = _, _ _ o E 0 70N£W L UT/L/T EXISTING Ni N 0133'00"W -'` ,ys Pa/E \ x _x=x-. � '- Q W 5 CURB � L L L L L-L L�_L PROPOSED CONCRETE SIDEWALK �, K fE 2>5 ,�"�� 6 7 �D E F E N C -=xZ I�2 N'72 r - x M PLE A �7450 °�. 2>Z �X 7f10®12" LErVJ12 f,�E �r,� ��7'34' '\j h� .4- o `P 8"1.._f000 PROPOSED\ PROPOSED MONOLITHIC CONCRETE M ., ,�'2 28"M PL,f'B 74 PLE l 6"MAP E PAD o 215,28 2>5 L�-i J _I,y` 5J I. �, �• \ SAWCU�\\ SIDEWALK k CURB _ -j ` _I9 + LLB ..LLLL µ fGE TO I- \ PROPOSED RETAINING WALL � s� � STONE,CURB •S � \ y,2.7�\\,,. OVED AND 217.257.25 1 7.75 t, �a, \ o \ (DESIGN BY OTHERS) _ - EQUIPMENT ~s..._ L LL ACKTOP _ -x-x-x-x- PROPOSED FENCE • � 8"MAP[E � L RELOCATED t L � � x21510 ,5 �`�C \ � - 4} T_0 BE 9� iv 1 YA a a \ �>6'DEAD TREE JS E'0 E +211'36 \ _ I �E B" 4 I � _ PROPOSED ENTRANCE/DOT T _ 2 _ LL_i L L L u L ro 21775 DRII�EW FRO�PpC � \ A C-- \ 5 10" 7 12'" L LLL LLL,L L P 208.70 TNcF _ 11 .LLLL 217. \ 3 \\ 20, e�ma PROPOSED 210. Pq� ,, 2-STORY X _ ' IIREE ~o \ �� PROPOSED FINISHED GRADE LLL 21076 ,,'L247 sR1o' AR LL 1 LL 10.00 _ - ..... ---- - __.- FRAMED RESIDENCE �' TMn PROPOSED 1 25' L PRO L ® \\\ a T 191.00 PROPOSED SPOT GRADE RTLL EI EY.2TOtni---- UI (sfOE YARD 26 z M CL L';_ _r", 1ST FLOOR FFE•218.25 _` MEET , �y'�� \ SE7BACKJ y2> L I TP"5 BORING LOCATION AND DESIGNATION L L 4'IGH• O CEOAk LLLL t LL Lint L L 3 GH LL_LLL� LULL •�,„B :2 $MH PROPOSED SANITARY SEWER MANHOLE �t ® N `L,_LLL�i_L�CL LLLLL-I-Ltt a -r LLLLLLLLLLL��L11.�5-�_CLLL }' WINDOW NEXT .25^ o 01E i \ a 32 1 L LLLL c L 5! YARD S 8,4CK)L TO EGRESS o MEET \ •MH PROPOSED STORM DRAIN MANHOLE L'- t ACKJ LLLL = DOOR(TO BE ❑ _ o EXISTING \ W 33 32' FEATI 29 72�CEDAR LLLLLLL L L LL` L i JCL _ LLL P L 1.34 o CURB �- LLLL-.LI � ,.:1LL i LL LLLL', 5e , DESI¢I�@f19Y Z . p ll >12' 4PC 957 LLLLLLLL_L L L LLLLu a LLLLV J TOP 216.25 , \ PROPOSED TRENCH DRAIN ,6®®® F� L L LI LLL L LLL LLLL-' 'PDGL L t92 LL L X27 41bPOSED EQU T �� �' 4'X7 ❑ X 21499 \\ _ PROPOSED RETAINING WALL 3 210:1 L LL L CONCR PAp ` (DESIGN BY OTHERS) 209.8 LL EbYI�)POOL LL XZ>438 e iu u p ' - L, PROPOSED w - p t' I g A- '41OSED ,� `• 21, ELEV.211.35 ��L', CONCRETE T/V L DING PRON04 4' v io Pp3 r 2 X7090 ma TOP 20 PAD CONCRETE 53 I LLL ( NOI a PAD FOR AC i1 LLL J209.65 2-STORY LLL_LLL_11 1..-I r P %� m x i S FRAMED FLOORREESI 2N0 65 PR. 4.BASpAENT 1D N. I q OB O6- 27J44 021 O . OB59 CE }9 PROPOSED X WTIi ��x Q 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,"SURVEY OF PROPERTY,'PREPARED FOUNDATION TOP 212.75 BY WARD CARPENTERS ENGINEER,INC.,DATED 02/22/2022. 21' 4'HIGH ^i o f81.T6° PL GAR:208.15 BLACK o NTH S HIM 0933 t61 BSMT:200.65 VINYL n a N DECORATI - 1 MEET 2. ALL FILLS SHALL BE COMPACTED TO PROVIDE STABILITY MATERIAL AND TO PREVENT SETTLEMENT. � PROPOSED DECKS SAFETY FENCE DOSING ---- J 80 SCE o SAF T TOP 211.50 - CURB 3.EXCAVATIONS AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTIES,NOR DIVERT WATER ONTO THE PROPERTY OF 37 34' w"',,r36 PlN 2�' X110.19 x71 _ JI - - - OTHERS AT ANY TIME DURING THE COURSE OF CONSTRUCTION, - o -- 27,es TOP 209.25 .s3Q�2z' TRENCHTO z0&7o I / 0812' N� 209.65+ i OTHR ° / 4.CONTRACTOR SHALL REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR FURTHER DIRECTION REGARDING SITE - / STABILIZATION THROUGHOUT THE COURSE OF CONSTRUCTION. 06 _ 3 xz09.2 Z X X N \ / G j 2 209 65_ X \/ PROPOSED ASPHALT h 207'.00 LL L r ._L, u�; J J 7 1J 4�0 X 2255 DRIVEWAY(TYPICAL) O/ ' Y�74LKdH BLACK J J l Zt a� f '- X20934 0.� 4 lA VI YL COA ` ','�J�' 40.25 s I � SAWCUT� I J J J ?7 J 3 UNE TOP 208.15 Xz0aa1 � P-0 �� 1 .�, I a aJJ���3B3 450 42 2AK y 5 I PAD MEET 7 _ 00 CHERRY Gy 0 7r FOR J EXISTING Z O V) CC 4 / WRB Q O E TOP 208.75 J Jy 2-STORY is (FROM A'sE eK/ JusrER cyERPr FRAMED RESIDENCE PROPosED Too APC 6 35 yJJ J J 1ST FLOOR FFE 21150_x _ J LI rUT m w g fr / J J GAR:210.50 K. -- W Z 5¢ 49 32'MAPCE (BEARD-- JJ PROPOSED BSMT:2D1.50 x o �� D� / _ y C \� ..... 1� 74'E US --_ �s€ OS 00 ' \ � _-`_- _ • ''�\ �_• ., J J� CONCRETE �' J J','��_. - 1 /® � O O ��s MEET � �� t96 PAD � / TOP 210.25 EXISTING I - I-�O 2 EXISTING TOP 20b \\ _ `�.OR AC 3 2 aE �� Q m s / CURB - ; _. �-'^�..-.,� 1 / PROPOSED CURB _ r 54 8" ` \ J / i� 9 PROPOSED I J= $5 / (TYPICAL) MEET _ \ \ / J 2} / EXISTING \\- f TSAPROPOSED _ / �LJJNE JMW LY ILL SAWCur \ \ ¢(i TREE R - I < N O UNE N -_ � \ i L L � W LLJ MEETc r EXISTI g \ MEET /� a \ \ -EXISTINGT N WRBNG I W O J s-� CURB /'C� S/GN \ - \ R PROPOSED S TOP 205.00 �� Y J PROPOSED FjsY °° 2p0 \ w CASEMENT WINDOWS ON EA SIi2i-DE OF 6000 Io I > 2 LaSAWCUT rso �/Q/� c \A \ BASEMENT EGRESS DOOR(TO,BE DESIGNED Jo I O z ` UNE �l�oF `�/� U p9 rC J s,_.--- `\� \\ BY OTHERS) �_ �.�` Cy/.oF O� �9sgg �"`_�..��. \ 63 78'"SY�AMMDh'E S?�• •'l 70 5� EE I \ 3 70" \� 00 Boa PROPOSED a s o l ` z 90 `� ® 6_Bi / \`�l 'DEEP E LINE II µE ' €' I AMOR 8�`?9A 9 10' f f70 26" 05 ._ MEET I EXISTING / / v L,4P. aa9JQ5 CURB x195.00 �,� / 0U TOP 196.25 I� p�OrES$O� / I I Drawn: RB Approved:AN ANY ALTERATION OF PLANS, No. Revision Date By SPECIFICATIONS,PLATS AND 1. REVISED PER VILLAGE COMMENTS 06/29/2022 RB Scale 1'=20' REPORTS BEARING THE SEAL 2• REVISED PER VILLAGE COMMENTS 08/25/2022 RB D,1: 05/16/2022 / \ \ OF A LICENSED PROFESSIONAL / \ ENGINEER OR LICENSED LAND 3• REVISED PER VILLAGE COMMENTS 09/29/2022 RB Project No:22029 / / \ SURVEYOR IS A VIOLATION OF 4. REVISED PER ENGINEERS COMMENTS 12/16/2022 RB ZM11I OITuaL STE LAYGRADx, Q \\ ARTICLE 145 OF THE NEW 5. ARB SUBMISSION 01/11/2023 RB Drawing No, ??gJ31 YORK STATE EDUCATION LAW, /'� / / ( EXCEPT AS PROVIDED FOR BY 6. ARB SUBMISSION 02/16/2023 RB ( 101 SECTION 7209,SUBSECTION 2. Precious Editions Obsolete �/ z 00o LEGEND 0 V) EXISTING PROPERTY LINE L d DRIVER'S EYE HEIGHT OF OBJECT(2 FEET -- ADJACENT PROPERTY LINE O LOCATION(3.5 FROM EXISTING GRADE) 1 155'DESIRABLE STOPPING N J p Ln FEET FROM ' SIGHT DISTANCE BASED EXISTING PAVEMENT EDGE N N Q p PROPOSED GRADE) SIGHT LINE EXISTING GRADE ON A DESIGN SPEED OF I'`7 220 220 5 24 MPH AND A ROADWAY _ EXISTING CURB LINE z Ld L0 p Y -------- .-_ - - --- SLOPE OF-59 -- if 0 _ �-_- 1 -GRADE EXISTING STONE WALL J U r 0+00 0+25 0+50 0+75 1+00 1+25 •� N-LLi �_-U W w 210 210 �` a EXISTING RETAINING WALL 0 L L i 3 DRIVEWAY 3 TURNING LEFT COOKING RIGHT) _ -:-x-z---x- EXISTING FENCE p Z = J Z X o c EXISTING CONTOUR J Z z EXISTING INDEX CONTOUR Q 5-Q Q <O HEIGHT OF OBJECT(2 '� y6B�2"DAK EXISTING TREE AND DESIGNATION w I\ Q Q FEET FROM EXISTING DRIVER'S EYE LOCATION(3.5 N= BADE) FEET FROM PROPOSED GRADE) 230 --SIGHT LINE 230 - _ T- �O�GRAD o5` N UTILITY OLE =La EXISTINGPOLE ° - - z 220 ---- 220 REMOVE EXISTING # EXISTING LIGHT --- - 216 -_- - -_....___ 216 `` RIGHTAOONWATHIN EXISTING SIGN a a 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 PROPOSED BUILDING LINE DRIVEWAY 3 TURNING RIGHT(LOOKING LEFTS DRIVEWAY 3 DESIRABLE STOPPING --- PROPOSED CONCRETE CURBSIGH ` SIGHT DISTANCE BASED \ ON A DESIGN SPEED OF --- PROPOSED SAWCUT LINE / NOW OR FORMERL Y // 24 MPH AND A ROADWAY _ BARRY ALBALAH /J y9�38 SY A 6R 40JSYC'A kE SLOPE OF-5% PROPOSED CONCRETE SIDEWALK NOW OR FORMERLY )( 99 20"MAPLE ` - JEFFREY F/SCHER ! / \_ PROPOSED MONOLITHIC CONCRETE / 313 \ ��i_L_L_�___ SIDEWALK do CURB - n-A rn _ V 2 - o �9 klo "L i; PROPOSED RETAINING W I `� -c- - � "* - �.� , (DESIGN BY OTHERS) - ' FF rN 013300"W -r�� -x-x-x-x- �- --x PROPOSED FENCE -- M PLE 10 r2 A✓APLE r �A MAPAEr I "i 0 C K A D E F E N G. - I _-- ".- � I Ell .0 o PROPOSED ENTRANCE MAPLE �T 5 zn.32 m / oo FENCE 217.257.5 217 s-_ I sroNC MR8 08 - ff 1 I'hT.6? z PROPOSED FINISHED GRADE I - 1 B PLEOTA �} 6LACKIZ)P l'n �/;-s o L 2111yy""g77g q T 3 `v _- °N ' 191.00 PROPOSED SPOT GRADE '5 MAPLE - i ` 21 L L 217.75 oRi EwAY d PROPOSED TRENCH DRAIN �4 16/JPAD 1 I/ ` 6"M,i +21136 -..� 2� - -- - .._ LPL � 'A E f HT} ENcc L_ LLL- 2 6 217.65 T i PROPOSED RETAINING WALL ('OAK r: ✓d / _ _ I J 21D.00 *' � FRAMED RESIDENCE ti o VON (DESIGN BY OTHERS) RY 24 10 lz - r 1 ' NOM „ ( - 1ST FLOORR 2FF 7:218.25 - o MAP E �10 OO y28 CEO rfY�27 10"CEOAk `I-1 r, Ut '-�x 2 `i _;- L-Y_i 1 BSMT.20g.25 L ` / _ 17.25 ` 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,"SURVEY OF PROPERTY,PREPARED 1 LL I_- _ ` BY WARD CARPENTERS ENGINEER,INC.,DATED 02/22/2022.TOPOGRAPHIC INFORMATION HAS BEEN SUPPLEMENTED WITH - - LL _ u - _LLLLL LI a J �3 37' 4 L �� - �`29 12"CEDAR x-,-. r� L. ,L _r LC �.-7 L �.:i. 5QP i_ 215.34 215.00 8 1 `-� , WESTCHESTER GIS. L.,�`� .� DRIVER'S EYE i _ LOCATION(14.5' owz5 t \ p Lt - 1 17 WP .- , _I= i.�-`L i__� "+:: - FROM THE EDGE OF B j i L x20 __i - SHE TRAVELED WAY) 1 EX/SANO POOL i= u PRUNE EXISTING TREE \ L ELEV.211.35 Li- ` TO REMAIN ALONG ELM L � L HILL DRIVE AND REMOVE I Li LL._ LLLu` ' BRANCHES BELOW 7'0" T_-iu L._LLL J__Ri LLL_ DRIVER'S EYE 209.65 2-STORY \ FROM GRADE - � LOCATION(14.5' _ FRAMED RESIDENCE FROM THE EDGE OF ,tea 7 r_oy (TYP.) I 2 1ST FLOOR FEE:210.65 THE TRAVELED WAY)GAR:208.115 B5Mt200.65 DRIVEWAY 2 �'37 34r Yd'936��P/lJ" 209.60 __ ° \ pk \\ 210.83 I 209.65 \LOT 2 207.00 O ' 39 12"!,M CHERRY z s l ' 1 O v -- i # SIGH DESIRABLE STOPPING W 1 / � c ✓ x 21 eoI I W SIGHT DISTANCE BASED a ( _- ON A DESIGN SPEED OF 210.25 I 21 MPH AND A ROADWAY \y DRIVEWAY 1 I \ y J J nog ORADEOF+99 Z Z 5; - ` 6 - ( J I DRIVER'S EYE Q Y E a s °°- %"C!lERF7Y / GIN LOCATION(3.5 J O 378 s I Ff s rt yip _ FEET FROM - O / - Of 2-STORY ^^ C 0 E ,V C _i_ C(U�,�R Ay CHERRY �— PRUNE EXISTING TREES PROPOSED GRADE) HEIGHT OF OBJECT Ll r F'�G / J - FRAMED RESIDENCE 50 30 MAP[ S �. TO REMAIN ALONG ELM _ (2 FEET FROM 1ST FLOOR fFE•-21-1.50_._ �4 A 1G M� ��:.� \, ��; /. --- ,; ¢ HILL DRIVE AND REMOVE - ____ -�IGiT�LINE EXISTING GRADE- -EXLS:ON -E) - Im LJ GAR:21O50y-----i BRANCHES BELOW 7'-0" 210 _ 210 W LLI Z E \ v BSMT:201.50 y o _ ' N A _._ -" -- D>_ 1 49 32'MAP[EM1j V / 56 72" 1[f' J �/ Vy74 E R FROM GRADE _ �=o APLE -`; �� _i' I - TYP.) UJ Cl_Y m ?> - LOCATION(14.5 J . p O moE I ,JJ J J,/ _ / ' 200 197 zit O 2 Y53 3B'n E ti 3 E 197 197 0= tea- - y ` `--- J 0 0+00 D+25 0+50 0+75 1+00 1+25 m FROM THE EDGE OF / l - DRIVER'S EYE ,� a z SHE TRAVELED WAY) � �/ �L£ - , J= vwa ` '' 48? �� �. • �`' SIGHT /��A� � '�j DRIVEWAY 2 TURNING LEFT(LOOKING RIGHT) �� Hz� p w o - LINE Lit g o TREES AND VEGETATIONILL g SHALL BE TRIMMED AND ` U _-�-i ` .. P2 rREE L rR m` 0 N O s REMOVED AS NEEDED TO g ACHIEVE SIGHT DISTANCE ) I' W 411111% HEIGHT OF OBJECT ) S 027347'E; (2 FEET FROM �� (3:FEET FROM PROPOSED Z C- J < GS�jy� vs�r sicro 60 00 0� GRADE) � j EXISTING GRADE 220 ----- 220 45- \ - l Y S-CA/fC�� 20• ti ,'70 V'EE \ _..-. _._ z S - a W J \ oo i I q s4 10'ru/ - go 210 210 � rj0 p +V 5207 =� n5 DESIRABLE sroPPlNc s D� 0+00 0+25 0+50 0+75 1+00 1+25 1+007 N 20 MPH AND AE ROAD'WAY \9/ 65 8/RCH CIE,6;? - 000 SIGHT o ON A DESIGN SPEED OF °p`frK s7,4°s�Mo/ ys9 10 6°APLE, DRIVEWAY 2 TURNING RIGHT(LOOKING LEFTS F� r 9 L-� .sine C3 i - /C �8 2B'OAN�. i'� ,y70 26"M GRADE OF+3% \ N � / 66 h/ DRIVER'S EYE LOCATION , o x o ON DRIVEWAY(3.5 FEET /' \^ �j \ `� W p � CG r kL FROM PROPOSED GRADE) S a30 �_u 12 %✓ r PROPOSED GRADE HEIGHT OF OBJECT L'47 110'DESIRABLE STOPPING- y 100532',Y= EXISTING GRADE (2 FEET FROM "\/ ON A DESIGN SIGHT CSPEED OF pgASED OFESSVO�� EXISTING GRADE) 21 210 210,I GRADE HOFND9%ROADWAY x No. Revision Date B Drawn EGK Approved:AN -- - _ " ANY ALTERATION OF PLANS, Y 200 200 -- 61EOGRAPHTC IN SPECIFICATIONS PLATS AND Scale 1-20 196 196 � 1. RENSED PER VILLAGE COMMENTS 09/29/2022 RB 0+00 0+25 0+50 0+75 1+00 1+25 REPORTS BEARING THE SEAL 2 ARB SUBMISSION 01/11/2023 RB °are 09/29/2022 DRIVEWAY (LOOKING LEFT THE 2-FOOT CONTOURS DEPICTED ON THIS PLAN ARE INTENDED TO BE USED FOR PLANNING do OFALICENSEDPROFESSIONAL ARB SUBMISSION 02 i6 2023 Rg ProjetNo: PRELIMINARY ENGINEERING APPLICATIONS.THEY ARE NOT INTENDED TO BE USED IN ENGINEERING DESIGN ENGINEER OR LICENSED LAND 3 / 22029 AND DO NOT NEGATE THE NEED FOR A FIELD SURVEY.THE WESTCHESTER COUNTY GIS DATASET SURVEYOR IS A VIOLATION OF n29-91E SSD SSD.scr CONTAINS CONTOUR LINES MODELED AT A TWO FOOT INTERVAL THE SOURCE INFORMATION USED IN THE ARTICLE 145 OF THE NEtN COLLECTION OF THE DATASET WAS PART OF THE NEW YORK STATE DIGITAL ORTHGMAGERY PROGRAM, Drawing No: PHOTOS TAKEN IN APRIL 2004.VERTICAL DATUM IS NAVD88L YORK STATE EDUCATION LAW, 01 A THE COUNTY OF WESTCHESTER MAKES NO WARRANTY.EXPRESS OR IMPLIED,CONCERNING THE EXCEPT AS PROVIDED FOR BY ----- COMPLETENESS OR ACCURACY OF THE DATA AND ASSUMES NO LIABILITY WHATSOEVER FOR ANY SECTION 7209,SUBSECTION 2. _ PRODUCT OR ANALYSIS DERIVED FROM OR BASED ON THE DATA. - F3 Precious Editions Obso%te � � Z 1 U \ V) W co N O N Q O / _ \ NOW OR FORMERLY ~_ Q�a \ th(if ��Z U w>_ NOW OR FORMERLY BARRY ALBALAH �� v J,\ \ ✓EFFREY FISCHER TEMPORARY CONSTRUCTION L // / �-��.,�\ (/ �\ \��\ TCP2>70F O LEI I--LLJ(3 Z FENCE TO REMAIN THROUGH / COMPLETION OF CONSTRUCTION _ f 379 E c �� �'Nv 2 X m _ _J — — N 0153'00'W _ —— —o==a �rarE✓a[� uTi r O L ® y \ _ —x —x—xJ k a r \ Li.lw2 �Z •.,..: ,� __^,.,x--, - ^-- — --* v Y Pam'<E \ 5 FEN ee� � 2 y i r CNPGI LM%( F+C 0 C K�E / \ w PROPOSED J Z F L.' \ STABILIZED Q>-¢ Q o v mm .. goo �' t® K QI \- CONSTRUCTION U))2 Z r. —x J '� ♦ � wE \ ENTRANCE r x/ arFucF f o PROPOSED I--- �f ` ' _ \ z n tr. ---- " t Q PHASE Z STAGI STORAGE I +\ / J a PROPOSED LIMIT OF o =W AREA HICLE m DISTURBANCE I - PARKING AREA ✓` ¢ a (t0.46 ACRES ` ' r—— T OF� x PROPOSED LIMIT — — -- --- - - CONSTRUCTION""" \ DISTURBANCE TOTAL) _s —— — — — t � TEMPORARY e \N'� b t82X—x L/'-TOTAL)ACRES -- F, I ~' �—r FENCE TO REMAIN -, ' 00 r� �� TOTAL) r�\ I ' THROUGH �,: \• I W COMPLETION OF -of - PP o CONSTRUCTION - El x-- �o E 1500 Roos El o nsE I F ❑ �, ,-_ - o° z PROPOSED SOIL n o w - - z �t I PHASE 1 it _ - STOCKPILE AREA D1 1 z I � caticaFrE l � I � I _ - x x_-x raJ TEMPORARY CONSTRUCTION - FENCE TO REMAIN THROUGH .�--.• \� I� 1 `� �— TO -COMPLETION OF OF CONSTRUCTION / I - _ \ 1EIPORARY '♦ ``- r r z r'30 r 2�7.5/H� : i ! ( �� /„20755(&,) CONSIRUC110N FENCE " 207°S - /% TO REMAIN TI{N WGH - ` COLIPlE110N OF I PROPOSED CONSTRUCTION STABILIZED if I PROPOSED SOIL z CONSTRUCTION 'ry' STOCKPILE AREA h o .� f ENTRANCE h� �/ � c � I TEMPORARY CONSTRUCTION ililliI lliill FENCE TO REMAIN THROUGH ` o ,`I x w X Iy�J p ' � COMPLETION OF CONSTRUCTION PROPOSED p �o ✓i I I I TEMPORARY r TEMPORARY GRADING ° k ;t r _ I �� f sd IN A o cxl�REMAIN FENCE TTHROUGH _ If i t `II II COMPLETION OF ------ X A. CONSTRUCTION m ~l i PROPOSED __ _,_l ��r-�`0 ;�/_� - 1----� � STABILIZED s)� I CONSTRUCTION � � -- ti 3a r vYx I PROPOSED LIMIT OF PROPOSED SILT Y, ~ ENTRANCE FENCE t DISTURBANCE0 96ACRES ( I �� TOTAL) (TYPICAL) TYPICAL /,, / c ' _. _ ---`.._ • `' h}h k TEMPORARY CONSTRUCTION J o ), x I `k__.--_ `1` FENCE TO REMAIN THROUGH , 'f(v >xr%,'I PROPOSED INLET �k COMPLETION OF w /,'/,// \ _�\ !► �� '._ �xv�✓— 5°7p 7" PROTECTION CONSTRUCTION ' { 973/ x _q TEMPORARY r �< '� , oFrp AND SEMI-TRAILER / // ii%% `� (l( `` ��OOp DEED X �;� p o UNLOADING AREA VEHICLE PATH T %/n, �Os'�.;,- /r �►, SURE x<;' I C�J m w vK, i _ t \ PROPOSED SILT 4712 FENbi CE - / (TYPICAL) ILLJ m W ZLLJ PROPOSED INLET 0 Sr e.s 1 / PROTECTION '//;j/, % ;;;;;'! i` Q In VL c Intermediate Semi-Tmilw / -` \ � th \gyp z Hei 5 to-odc tkns \\\\ a g ax Stewing Male(Virtud) 0 gig° TYPICAL ANTICIPATED DROP OFF / ; ,' ``� \ „` G N / NE ti V p Y VEHICLE PROFILE ' l l �aN INV 18311 \ 1005*94"k ANY ALTERATION OF PLANS, No. Revision Date By Drawn R9 Approved:AI`I SPECIFICATIONS,PLATS AND 1. REVISED PER VILLAGE COMMENTS _ 09/29/2022 RB Scale: 1"=20' REPORTS BEARING THE SEAL 2, REVISED PER ENGINEERS COMMENTS 12/16/2022 RB Date' 09/29/2022 OF A LICENSED PROFESSIONAL -- — — ENGINEER OR LICENSED LAND 3. ARB SUBMISSION 01/11/2023 RB "pectNO:22029 SURVEYOR IS A VIOLATION OF 4. ARB SUBMISSION 02/16/2023 RB n079-5�F11144IN CM W1, ARTICLE 145 OF THE NEW Drawing No YORK STATE EDUCATION LAW, - EXCEPT AS PROVIDED FOR BY — — C/-10 3 SECTION 7209,SUBSECTION 2, Precious Edl#0ns ObsO%fe ti \ cl) \ Ld \ \ 0 \ \ O O M \\ \\ 04 Q p N \ \ ZWLC) o U) F- �O NOW OR FORMERLY !,_ \ NOW OR FORMERLY BARRY ALRALAH \ _ >- U >>- JEFFREY FISCHER l Z W \ \ c/\ O w l .r/ ' \ \ \�\ TOP�17P8 I__I-LiJ ~ Z \ r _ F 1 2�3 B x � � ( N 075300" - -1-_ / low �e DIE\ \ W Z Qf Q Z jCrl/s ilNK�r.£rNCf"-- S 1 0 C K�C F r'E/✓C 1/- i `�`�-�� _�,{.I,k;� ` al-- `�,N72 Q <O �- QrQ a= s \ r\ t • ♦ I -x yuE _ Z- , o \ Z. uN� UoE E PROPOSED SOIL, = o *` STOCKPILE AREA I ® PROPOSED - � �� _\\ p Uof --_ "PHASE 2" -- I STAGING/STORAGE \ \ LLJ PROPOSED LIMIT OF • ' A .l�, �1 i-- _, a I AREA/VEHICLE PARKING DISTURBANCE 7�. I. II I r m ? \ < Q� 4 y \ 1 (f0.46 ACRES J' � �� �I TOTAL) r r+ "_ • I < I \ 00 40 I r Gar \ if r -1 t70' El oL M y ---- 7ROOZ >,EX/S77NOUT1 ❑ z ' "PHASE 1" TEMPORARY CONSTRUCTION - FENCE TO REMNN THROUGH I� MN - COMPLETION OF CONSTRUCTION , 4 '� TOP 2073j - � �-1^J�0755�AJ TBFMY �� i I, lr/2u755/B) - �` CONSIRUC110N --_--- - - COMPLETION .r S - --- / 2 CONSTRUCTION 1 xJ �I �� t ♦ Cyr< PROPOSED � - STABILIZED g _ -� \ CONSTRUCTION f ♦ > - PROPOSED SILL; `; ♦ -��-- - ,_, �`_____---� ' _ �^� / ENTRANCE FENCE �, _ - --- (TYPICAL) I s ��c '-__\\ , `'-_---.O;�_` ♦ 60.000j a CD TEMPORARY / `', \_ • 1♦� Op < >_ No lI /,�/� / / _. �S gOU -� �� SURI/E `/'�'KL/'/; I Q M i UNLOADING AREA T '' -� aEEa l AND SEMI-TRAILER / ♦ srn xx -- w Z I VEHICLE PATH V ^� - �S -- � xK< I _ V W ,, TGP,=�,19369/fi'ii'/ /;/. W Ld Ego M'"rk ' i/ `-rYlW,fj,` '//////i/ \ E_ PROPOSED INLET ''; ',/r, „ :` I I\ C/7 Q w +• 1 PROTECTION ,, T of I „,%z� ,/,,, \ _ Intertnedfats Semi-TroNef O with ft Iy 9 yy Hel / ..i ago k TYPICAL ANTICIPATED DROP OFF / ,' ,' ' F VEHICLE PROFILE ITV -�, Q�NE Yap n, uvv>F17 as l l TOY RE / / /NV>8521 r a 2 a 10053r iY R0 ESs� ANY ALTERATION OF PLANS, No. Revision Date By Drawn: RB Approved AN SPECIFICATIONS,PLATS AND 1. REZED PER VILLAGE COMMENTS 09/29/2022 RB scae: 1"=20, REPORTS BEARING THE SEAL 2. REVISED PER ENGINEERS COMMENTS 12/16/2022 RB Date: 09/29/2022 i OF A LICENSED PROFESSIONAL - - ENGINEER OR LICENSED LAND 3. ARB SUBMISSION 01/11/2023 RB Proje Na:22029 SURVEYOR IS A VIOLATION OF 4. ARB SUBMISSION 02/16/2023 RB 21029-SiE (AeTYA�AFfla aNsi uk�tk ARTICLE 145 OF THE NEW Drawing No: YORK STATE EDUCATION LAW, - ----- o EXCEPT AS PROVIDED FOR BY C 10 4 SECTION 7209,SUBSECTION 2 Previous Editions Obso%te Z LEGEND cn _ w PROPOSED INLET PROTECTION O � (0 C14 O 17 �: q9 J8"5Y./,uOREIB qu'SrCg d4E \ ❑ PROPOSED BALE FILTER N N QO F \ Mof \X 9 a0"MaPr 218 a5 \ ■^^^^^IIIPROPOSED CONSTRUCTION FENCE Z p Y / \ X \ ■s s o m■ PROPOSED SILT FENCE 0 U I--' tY O Ld 2766r7 1 Ii / \ , yam. X ' s r 27d47 \\ PROPOSED BALE EROSION CHECKS 0> ��>� - LIJ X 21C4J f 7G P UST _ - \ to PROPOSED LIMIT OF DISTURBANCE N�z = J z �/ 313891 x JLi PROPOSED STABILIZED CONSTRUCTION w W 0 U Z RIP ENTRANCE Z 1- Q Q - - --- -L ] WgS Q}< O -mm1T �C1 )n PROPOSED a�6 c r - UJ I PO \ ® PROPOSED STOCKPILE AREA Y a_ (n 5_T✓ ® i / c w? / ,\ ►�►-•-�- PROPOSED TEMPORARY SWALE rr n Q Q \ PROPOSED TEMPORARY SEDIMENT BASIN 3 J- - '" z N= �•� -.Q4 _ 4 \ STABILIZED 216 7�, \ TEMPORARY RISER& Q w Q ®�� ■ ' ": ONSTRUCT�ON / \ ANTI-VORTEX DEVICE 0 L1J TEMPORARY CONSTRUCTION x\■ ��ENVANCEN \ // EXISTING FEATURE TO BE REMOVED FENCE TO REMAIN THROUGH � �■ � -6 r \ �� < COMPLETION OF CON STRUCTION �" �■■ _® \ w� f �� V WE P-3 /�/rj�-�l�Y -,` Ji�>I ��-��f ZrC�I ,?® \\ 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,"SURVEY OF i I r \ PROPERTY,"PREPARED BY WARD CARPENTERS ENGINEER,INC.,DATED 02/22/2022. 2. THIS PLAN IS FOR TEMPORARY EROSION AND SEDIMENT CONTROL INFORMATION ONLY. 3. PRIOR TO BEGINNING ANY CLEARING,GRUBBING OR EXCAVATION,ALL EROSION AND SEDIMENT CONTROL - �� MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE PLANS AND SPECIFICATIONS.EROSION AND P SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL THE SITE IS STABILIZED.FINAL STABILIZATION OF ROPOSED INLET \ \ LANDSCAPED AREAS SHALL BE IN ACCORDANCE WITH THE LANDSCAPE PLAN. PROTECTION \ 4.THE CONTRACTOR SHALL INSPECT AND MAINTAIN ON-SITE EROSION AND SEDIMENT CONTROL MEASURES ON A i / x \ DAILY BASIS.ALL COLLECTED SEDIMENT WITHIN SEDIMENT BARRIERS SHALL BE REMOVED PERIODICALLY AS 1 x-x- x-x r REQUIRED TO MAINTAIN THE FUNCTION OF THE SEDIMENT BARRIERS.ALL SEDIMENT COLLECTED SHALL BE _ RESPREAD ON-SITE WITHIN STABILIZED AREAS AS DIRECTED BY THE OWNERS REPRESENTATIVE. - - 'L x \ 5.THE CONTRACTOR SHALL INSPECT DOWNSTREAM CONDITIONS FOR EVIDENCE OF SEDIMENTATION ON A WEEKLY - x a' \ BASIS,AFTER EACH RAINSTORM,AND AS MAY BE REQUIRED OR DIRECTED BY ALL APPLICABLE APPROVALS ' I �- GX - 2-STORY , - \ AND PERMITS.THE CONTRACTOR SHALL IMMEDIATELY PROVIDE A WRITTEN REPORT ON FINDINGS OF SEDIMENT �_. RESIDENCE �" \ IN DOWNSTREAM AREAS TO ALL AUTHORITIES HAVING JURISDICTION AND MAKE REPAIRS AS REQUIRED OR TP-4 212 y FRAMED RESIT 1ST FLOOR FFE:218.25 C ■ \ - -- - GAR:217.75 x x- x x-x ■ ■ C� ® \ 6.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY THE CONTRACTOR AS - BSMT:208.25 ■ ■ \ ® \\ REQUIRED/WARRANTED BY FIELD CONDITIONS AND AS DIRECTED BY THE OWNERS REPRESENTATIVE,JMC, - - ❑ ® � ® \ AND/OR ANY AUTHORITY HAVING JURISDICTION. " \ \ 7.STOCKPILING OF CONSTRUCTION MATERIAL SHALL BE PLACED ON-SITE IN THE AREA DESIGNATED ON THIS PLAN OR AS APPROVED BY THE OWNERS REPRESENTATIVE.STOCKPILED EXCAVATED MATERIAL SHALL HAVE ,( TWO ROWS OF SILT FENCE LOCATED AROUND ITS PERIMETER.ALL STOCKPILED MATERIAL SHALL BE O TEMPORARY CONSTRUCTION o MAINTAINED IN AN ORDERLY MANNER SO AS NOT TO IMPEDE ON PEDESTRIAN AND/OR VEHICULAR TRAFFIC :I Is+Is,a, 73 _ �I Ir,,, 1 c� CIRCULATION ROUTES. FENCE TO REMAIN THROUGH Or SPOON OF CONSMCTION 7.DUST SHALL BE CONTROLLED BY SPRINKLING OR OTHER APPROVED METHODS AS NECESSARY,OR AS ® JfL4r DIRECTED BY THE OWNERS REPRESENTATIVE. �. QP , 8.ALL STORMWATER MANAGEMENT PRACTICES SHALL REMAIN UNDISTURBED AND BE PROTECTED FROM HEAVY y(1 I � -\ MACHINERY TRAFFIC DURING CONSTRUCTION.HOWEVER DURING CONSTRUCTION OF THE PRACTICE THE `''" PROPOSED LIMIT OF CONTRACTOR SHALL MINIMIZE AND AVOID HEAVY MACHINERY TRAFFIC TO THE MAXIMUM EXTENT PRACTICABLE. ELL THERE SHALL BE NO STORAGE OF MATERIALS WTHIN AREAS TO BE USED FOR STORMWATER MANAGEMENT ❑ DISTURBANCE PRACTICES.THE CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE AROUND THE PRACTICE TO DISCOURAGE 1 ` (f6.B6 ACRES VEHICLE TRAFFIC. EXISTING POOL ❑ TOTAL) 9,ALL SEEDED AREAS SHALL BE FERTILIZED,RESEEDED,AND MULCHED AS NECESSARY TO MAINTAIN VIGOROUS, ® _ P-10 I n DENSE VEGETATIVE COVER. EIEY.211.35 i 10.TEMPORARY SEED MIXTURES SHALL NOT BE PLACED ON AREAS WHERE FINAL GRADE HAS BEEN ESTABLISHED AND TOPSOIL HAS BEEN PLACED UNLESS OTHERWISE DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT. _ I �1 11.ALL EXPOSED SLOPES AND GRADED DISTURBED AREAS,THAT WALL NOT BE FURTHER DISTURBED'MTHIN 14 TP-10 CALENDAR DAYS(7 DAYS FOR CONSTRUCTION SITES THAT EITHER DIRECTLY DISCHARGE TO ONE OF THE � 303(d)SEGMENTS LISTED IN APPENDIX E OF THE GENERAL PERMIT OR ARE LOCATED WITHIN ONE OF THE i = 2,»- WATERSHEDS LISTED IN APPENDIX C OF THE GENERAL PERMIT),SHALL BE TEMPORARILY SEEDED WITHIN 24 HOURS OF DISTURBANCE,IN ACCORDANCE WTH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION(NYSDEC)"EROSION AND SEDIMENT CONTROL GUIDELINES"AND THE ANSI A300"BEST MANAGEMENT PRACTICES FOR TREE AND SHRUB PLANTING,TRANSPLANTING,MAINTENANCE AND CARE," L ,1' '� "�'� �,' • �' `'� ,N __ I. -� �'' O PREPARED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE(ISA),LATEST EDITIONS,AS FOLLOWS: i I - ,- A.SEED MIXTURE AND RATE OF APPLICATION: A.I.IN SPRING,SUMMER OR EARLY FALL,SEED THE AREA WITH RYEGRASS(ANNUAL OR PERENNIAL)AT 30 PROPOSED SOIL POUNDS PER ACRES(APPROXIMATELY 0.7 POUNDS/1000 SQUARE FEET OR USE 1 POUND/1000 SQUARE FEET). ' '' '/, - -� • ��, - -��, STOCKPILE AREA �I K:_ A.2.IN LATE FALL OR EARLY WINTER,SEED THE AREA WITH CERTIFIED'AROOSTOOK'WINTER RYE(CEREAL T RYE)AT 100 POUNDS PER ACRE(2.5 POUNDS/1000 SQUARE FEET). 4 B.APPLICATION SHALL BE UNIFORM BY MECHANICAL OR HYDROSEED METHODS. ® I � z 7 C.MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 2 TONS PER ACRE(90 POUNDS PER 1,000 ' ' Q - ® - -- - SQUARE FEET)SUCH THAT THE MULCH FORMS A CON TNUOUS BLANKET. 0 1� ;• 0 - 4 - __ PROPOSED I J o A --� -- -- ■ PROPOSED INLET STABILIZED TRUCTION PROPOSED PROTECTION X CON ENTRANCE �10 I Lu m�z STAGING/STORAGE r 7 (n Y �92 AREA - X Z o II -�� v 0 moo �f SEQUENCE OF CONSTRUC11ON Q =m Li CONSTRUCTION SHALL BE SEQUENCED IN SUCH A MANNER THAT ANY AREA ® Q a_ WHICH IS DISTURBED SHALL FIRST BE PROTECTED WITH SEDIMENT EROSION ® W B CONTROLS AS INDICATED ON THIS PLAN,PARTICULAR REQUIREMENTS ARE GIVEN 1 li AS FOLLOWS: z J N 0 LLJ a2 1.INSTALLATION OF SEDIMENT AND EROSION CONTROL MEASURES AS INDICATED sON THIS PLAN. J N 2,DEMOLITION OF EXISTING BUILDING AND APPURTENANCES AS REQUIRED. 0'€ 3.CLEAR UNDEVELOPED PORTION OF LOTS 2&3 WHICH IS TO BE DEVELOPED. z g a= 0 ��z 4,STRIP AND STOCKPILE TOPSOIL. €F 5.INSTALL STORM DRAIN SYSTEM COMPLETE(IMMEDIATELY INSTALL HAYBALE--FILTERS ON ALL INLETS). L-J p=u 6.BEGIN BUILDING AND DRIVEWAY CONSTRUCTION,ROUGH GRADING ON LOTS 2&3. g w 7.INSTALL SANITARY SEWER SYSTEM COMPLETE, 0 0 8.INSTALL PUBLIC UTILITIES(GAS,ELECTRIC AND TELEPHONE)AS REQUIRED. ANY ALTERATION OF PLANS, 9.INSTALL CONCRETE AND ASPHALT CONCRETE PAVEMENT COMPLETE. SPECIFICATIONS,PLATS AND aF NE y 1O.BEGIN AND COMPLETE POOL CONSTRUCTION, REPORTS BEARING THE SEAL 11.FINISH GRADING,REDISTRIBUTE TOPSOIL AND ESTABLISH VEGETATION AND/OR OF A LICENSED PROFESSIONAL A`4rQ 'yd 'a x LANDSCAPING. ENGINEER OR LICENSED LAND .W w aS 12.CLEAN PAVEMENTS AND STORM DRAIN SYSTEM OF ALL ACCUMULATED SEDIMENT. SURVEYOR IS VIOLATION OF r_W _z 13.CLEAR UNDEVELOPED PORTION OF LOT 1 WHICH IS TO BE DEVELOPED. ARTICLE 145 OF THE NEW g� f' 14.STRIP AND STOCKPILE TOPSOIL, YORK STATE EDUCATION LAW, 10IN v iS.INSTALL STORM DRAIN SYSTEM COMPLETE(IMMEDIATELY INSTALL HAYBALE EXCEPT AS PROVIDED FOR BY AgOFE$S1O FILTERS ON ALL INLETS), SECTION 7209,SUBSECTION 2. 16.BEGIN BUILDING AND DRIVEWAY CONSTRUCTION,ROUGH GRADING ON LOT 1. 17.INSTALL SANITARY SEWER SYSTEM COMPLETE, Drawn RB Approved..AN I&INSTALL PUBLIC UTILITIES(GAS,ELECTRIC AND TELEPHONE)AS REQUIRED. No. Revision Date By 19.INSTALL CONCRETE AND ASPHALT CONCRETE PAVEMENT COMPLETE. 1. REVISED PER VILLAGE COMMENTS 06/29/2022 RB Scale. 1"=10' 20.BEGIN AND COMPLETE POOL CONSTRUCTION. -2-REVISED --"--- --_--� -"-----__--- -- ---- Dale 05 16 2022 21.FINISH GRADING,REDISTRIBUTE TOPSOIL AND ESTABLISH VEGETATION AND/OR 2 BUILDING PERMIT O6/30/2022 RB PrajedNo // LANDSCAPING. 3. REVISED PER VILLAGE COMMENTS 09/29/2022 RB 22029 22.COMPLETE SITE AND BUILDING CONSTRUCTION. 4. REVISED PER ENGINEERS COMMENTS 12 16 2022 RB 22TA-m SE-3 SE.scr 23.CLEAN PAVEMENTS AND STORM DRAIN SYSTEM OF ALL ACCUMULATED SEDIMENT 5. ARB SUBMISSION 01/11/2023 RB Drawing No: IN CONJUNCTION WITH THE REMOVAL OF ALL TEMPORARY SEDIMENT AND EROSION 6 ARB SUBMISSION _ 02 16/.202 RB_3 ///'''��� CONTROL.DEVICES / C--/L O 3 -_ - - 1010Nous Edifioas Obsolete z LfOV9 EXISTING PROPERTY LINE Lli ADJACENT PROPERTY LINE 0 (D N 0 0 n EXISTING SETBACK LINE N(N _j -0 Lr) C,4 < --------------- EXISTING BUILDING OVERHANG z-Lo rl) 0- EXISTING BUILDING LINE < af 0 U) 0�0 EXISTING PAVEMENT EDGE I >- LLJ 0 LJz LLJ(.3 2! EXISTING CURB LINE N>Ld a�LLI Of _j z 0z x =0 _j EXISTING STONE WALL x z LLJ 0 C) Lj Ld 7: z EXISTING RETAINING WALL _j- W 3: < <0 < -x—x—x—x- EXISTING FENCE M Z F_LO "OAK EXISTING TREE AND DESIGNATION 3:zr CN m 0 0_ EXISTING UTILITY POLE W < 0 1-LLJ EXISTING LIGHT POLE ::J EXISTING SIGN < <cn PROPOSED BUILDING LINE PROPOSED CONCRETE CURB --------------- PROPOSED SAWCUT LINE FLE_7 L77771 PROPOSED CONCRETE SIDEWALK 0 PROPOSED MONOLITHIC CONCRETE NOW OR FORMERLY 40'SYCAMORE SIDEWALK do CURB L9ARRY ALBALAH IL97 J8`SYCAMORE Li PROPOSED RETAINING WALL 9 20"MAPLE (DESIGN BY OTHERS) / \ -x—x—x—x- PROPOSED FENCE poo 8- T V PROPOSED ENTRANCE/EXIT PROPOSED i1j.89' 6'HIGH WOOD PICKET FENCE rolvE WALLS 600- 7 Ll El 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM X X X MEET EXISTING SURVEY TITLED,"SURVEY OF PROPERTY,"PREPARED BY WARD 5 T 0 C 1�A E E A' CURB CARPENTERS ENGINEER,INC.,DATED 02/22/2022. PROPOSED f94 JO-VAPLE -16"Zo r L LOT 3 417' 0 � , � CONCRETE AD LAflz FOR POOL PROPOSED EQUIPMENT L SAWCUT LINE L RZACYTOP _LLL L\L I -L-LLL-L LLLLL- QRIVEW AY - EXISNG CONCRETE PAD AND FENCE TOTI BE REMOVED AND POOL L-L -LLLLL EQUIPMENT TO BE RELOCATED Ll L LLLLL LLL -LLLLL- LLL LLLLL LLL ZLLLLIL LLL -I L L L L L I� LLL -L L L L L-I I LLL _LLLLL_Li b Poo LLL _LLLj_Li_I L L L i-L. PROPOSED P,4,9 r_JL_LLLL__I.I 2-STORY lit SAWCYT LINE FRAMED RESIDENCE LL LLI 1ST FLOOR FFE:218.25 L L L LILL- u 911 - N J5, LLL_ LLLL pr LLLL LLL "000 \ / / MEET EXISTINGCURB (YEA r TARO LLLL-LINI LLLLLLLLL LLL L 2 5F&ACK) LLL LA_L_Ll_LLLLLL_LLLL LLLLLL z i rl-I I i I I I I I PROPOSED WINDOW NEXT TO L L EGRESS DOOR(TO BE MEET EXISTING 0 y L L L CURB DESIGNED BY OTHERS) 0 I L I I I I -LLL-- 5; 0 H PROPOSED 0 >_ LLL_L _._,�vk,;�LLLLLLLLLLLLL -LLL_ CONCRETE LANDING D LLLL I--L L L-- I - _j 0LLL I-LLJ M LLL Lid :5> 'LLL _LL L L ff- V) LLL *92' _L L-LL L-- C)0 a6 _LL_LLff- PROPOSED z F— 0 4`0 M LLL EX/SLING POOL CONCRETE PAD < 0 _LL- m LLL _LL-LLl_ PROPOSED STAIRWAY AND WALL FOR AC m LLL (TO REMAIN) _LLL To _j uj _LL LLL TO BASEMENT TO BE POURED LLL LL-LL WITH FOUNDATION WITH S HIGH _j(r F DECORATIVE SAFETY FENCE(TO L _LL]LLI L L LL LLJ BE DESIGNED BY 01HERS) U- awe C) LL L LLL LLI =soL L_LLLLmL -77LL7 LLL LL LLL LLL__L LLLL&L-LLLLLLLL M--law _j 0- H e, I PROPOSED z V HIGH BLACK VINYL COATED FENCE ANY ALTERATION OF PLANS, PROPOSED DECKS SPECIFICATIONS,PLATS AND 0 HE REPORTS BEARING THE SEAL OF A LICENSED PROFESSIONAL MEET EXISTING ENGINEER OR LICENSED LAND CURB SURVEYOR IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, 11000"% EXCEPT AS PROVIDED FOR BY OFESSI SECTION 7209,SUBSECTION 2 No. Revision Date By Drawn: RB Approved:AN 1. REMSED PER VILLAGE COMMENTS 06/29/2022 RB Sole: 1"=10, 2. REVISED PER VILLAGE COMMENTS 08/25/2022 RB Date 05/16/2022 3. REVISED PER VILLAGE COMMENTS 09/29/2022 RB Project No:22029 4. REVISED SED PER ENGINEERS COMMENTS 12/16/2022 RB SIX LAY-3�LAY.= 5. ARB SUBMISSION 01/11/2023 RB Drawing No 6. ARB SUBMISSION 02/16/2023 RB C-303 PIP VIOUS EdI6O17S ObSOI&te 210 ----------- -- n-o L IL 210 ----- --- NI - I N� a -- '^ -- V - - -- ~ ~ FINISHED `" -(D N - - - PROPOSED -GRADE ---- -- --- -- _.__N o.o_._. O O r) RESIDENCE I--_,` N w to ------- _ ^rnrn m FFE 210.65 - I N N � O MEET EXISTING I c�-?? Z f-p J r y ~ ------ GRADE Q Q CC APPROXIMATE EXISTING - --------------------- �} 0 — — — WGRADE Z 0ZOO 200 w zZ _-- 23% ----------- —J U Qf 63 LF.4 SDR 35 02 INV. 197.62 -- QYQ QU)I=- - _..-- --- -- -- Q 207 L L0 F.4'SDR35 0 2.39% w r 190 0 < 0 190 w w 28 IL LSDR35 03.19% a a 68' 214' 30' CONNECT TO EXISTING SANITARY SEWER MAIN AT INV-.190;07-(INVERT TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION) Q 18 00+00 1+00 2+00 3+00 3+15 180 LOT 1 — SANITARY SEWER - - `, SCALE: V: 1"=5' = _ Na �] A4 �77,v ' \ 77 :. .,.a ✓„ nnrienumaot� .s„a nai ensue as .+.ao'm0 3 \ t ` y 14 a,,.e LOT 1 x=„a 21 vkY veer n I � v . - namw stool � � .ra,aa ......... .,. •amur mwl ax T �< p Eex am 22 1s-sat a.mu fill I y � n c 210 `$ 1 k. El _ c E l t i v 1 _.J rurtar i ❑.,� y�-lo --- - 1 .a am I �rasx J 5f R 1OOItRR 710A5 � I •, V �1 aRm.m I mms 20 I wK ad nv E.Z _ ago os � - z. wa rro of e - E N'-- E X fi CL ri / w .u:a° -y • ,,z„ T Ae :nuoMn�o °v01 I M Lu Z LLJ a noa a+mr m .a.mn s am, X ov I �I �l!LLJ0 0 a.aa I ■ �o� ry�Po" �'�-�� eEoeteE •� azv.am r:� en.mtm .,aai�•e•�O Rd !li I � Z CO �q e 5 ,Rama • •aimme°a- = a v a W !I !� z / a 15f 21IA0 � 1' I gzo •c�i I-..... a.e'J deem a 26 y. z a 04 i E z �-s:,u,�e i ..� oLIJ LLL O �s7'1 (7 I I O „-� o > =s y.c sw ryo � `` \ \\ N {• �I �pNE y I �\\ = 10053 „F. Drawn RB Approved:AN ANY ALTERATION OF PLANS, No. Revision Date By SPECIFICATIONS,PLATS AND 1, REVISED PER VILLAGE COMMENTS 06/29/2022 Rg Scale: 1'=20 REPORTS BEARING THE SEAL -- - -- Date: 05 16 2022 2. REVISED PER VILLAGE COMMENTS 08/25/2022 RB //_ / ! OF A LICENSED PROFESSIONAL - Project No - i ENGINEER OR LICENSED LAND 3 REVISED PER VILLAGE COMMENTS 09/29/2022 RB 22029 _ - - -- SURVEYOR IS A TION OF 4. REASED PER 1 I I�' YORK STATE LE1 5 OF TTAE NEWW, 5. ARE SUBM SSIONGINEERS COMMENTS -- 01/is/2023 RB o aw q No OV q1 s 1 ARTICLE 145 OF THE NEW scr _ - / 6. ARB SUBMISSION 02/16/2023 RE EXCEPT AS PROVIDED FOR BY ��/�00----- ---- -- -- ---- L� SECTION 7209,SUBSECTION 2. _ _ -_ -_ Previous Editions Obsolete Z C.� W 0 cD N O O 17 220 a pL 220 N No oav's..._.. --_.. _ ._..._..-.-... _._ ._. _.....__. N Y PROPOSED N o o APPROXIMATE EXISTING -�o o ND�S� a N N N ry N N O RESIDENCE a GRADE Q{ I �� �} FFE 218.25 0°d - o$>-> I z z Z 1. EXISTING CONDITIONS DEPICTED ON THIS PLAN HAVE BEEN TAKEN FROM SURVEY TITLED,"SURVEY OF PROPERTY,"PREPARED BY WARD Q W Z L.L.I ?: ------- CARPENTERS ENGINEER,INC.,DATED 02/22/2022. N>W F-(,.,) W 2. ALL STORMWATER MANAGEMENT PRACTICES SHALL REMAIN UNDISTURBED AND BE PROTECTED FROM HEAVY MACHINERY TRAFFIC DURING p CC = J --'------- CONSTRUCTION.HOWEVER DURING CONSTRUCTION OF THE PRACTICE THE CONTRACTOR SHALL MINIMIZE AND AVOID HEAVY MACHINERY TRAFFIC w W 0U �Z - -�--- -_--- __- - -- ------ ---------- - TO THE MAXIMUM EXTENT PRACTICABLE.THERE SHALL BE NO STORAGE OF MATERIALS WITHIN AREAS TO BE USED FOR STORMWATER GMEET RADE EXISTING MANAGEMENT PRACTICES,THE CONTRACTOR SHALL INSTALL CONSTRUCTION FENCE AROUND THE PRACTICE TO DISCOURAGE VEHICLE TRAFFIC. _Z 1 Q �O 21 0 FIN GRADE ISHED I 210 3. UNLESS OTHERWISE SPECIFIED,PIPE FOR STORM DRAINS SHALL BE HIGH DENSITY POLYETHYLENE PIPE(HOPE)WITH A SMOOTH INTERIOR AND Q r Q �F I ANNULAR EXTERIOR CORRUGATIONS IN ACCORDANCE WITH ASTM F-2648.JOINTS SHALL BE WATERTIGHT IN ACCORDANCE WITH ASTM 0-3212. = Z Ln a- - - __-- --" "-- 4. UNLESS OTHERWISE SPECIFIED,PIPE FOR SANITARY SEWER GRAVITY LINES SHALL BE POLYVINri CHLORIDE PIPE(PVCP),STIR-35,WITH CONNECT TO EXISTING SANITARY SEWER MAIN AT PUSH-ON JOINTS IN ACCORDANCE WITH ASTM D-3034 AND D-3212. z N= INV.204.12(INVERT TO BE FIELD VERIFIED BY Q -- ---- --- - - --CONTRACTOR PRIOR TO CONSTRUCTION}--- _ 5. UNLESS OTHERWISE SPECIFIED,PIPE FOR WATER LINES SHALL BE DOUBLE CEMENT-LINED DUCTILE IRON PIPE(DIP),CLASS 56,NTH PUSH-ON JOINTS IN ACCORDANCE WITH AWWA C-150,C-151,C-104 AND C-111. a w Q 29 L.F.4°SDR35 0 0.65% J =W - - -_ -- ----- -------._.__ _- R35..0 0_67_L_ALSD .64%..._ _._.__._._. __ 39 LF 4'SOR35�0.63% 6. ELECTRIC,TELEPHONE,FIRE ALARM AND CABLE TELEVISION LINES SHALL BE INSTALLED UNDERGROUND IN CONDUIT IN ACCORDANCE WITH THE as INV. I 205.22 REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION, a ¢(f') - - - -- "-- 36' 71' 41' - --------------- 7. ALL FILLS SHALL BE COMPACTED TO PROVIDE STABILITY OF MATERIAL AND TO PREVENT SETTLEMENT. 8. EXCAVATIONS AND FILLS SHALL NOT ENDANGER ADJOINING PROPERTIES,NOR DIVERT WATER ONTO THE PROPERTY OF OTHERS AT ANY TIME 200 0+05 0+00 1+00 1+50 00 DURING THE COURSE OF CONSTRUCTION, 9. CONTRACTOR SHALL REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR FURTHER DIRECTION REGARDING SITE STABILIZATION THROUGHOUT THE COURSE OF CONSTRUCTION. LOT3 SANITARY SEWER 10 POOL WATER SHALL BE DECHLORINATED PRIOR TO DRAWDOWN AND SHALL BE DRAINED TO PROPOSED DRAINAGE STRUCTURE _ AS SHOWN ON EACH PLAN.THIS SHALL BE PERFORMED WHEN THERE IS NO RAIN IN THE 48-HOUR FORECAST AND WHEN SCALE: V: 1"=5' THE WATER IS FREE OF CHLORINE(10 DAYS OF NO CHLORINE PRIOR TO DISCHARGE. - ` LEGEND EXISTING PROPERTY LINE - { ,y96 40 A'E� F �'� \\ -- ADJACENT PROPERTY LINE _ - - /- 40"SYC.41VCWZ J97 38'SYCAMORE /�,` \ I \ --- EXISTING BUILDING OVERHANG 'X94 20'MAP[E, 21845 \ /:. EXISTING BUILDING LINE - - \r � °� \ \\ EXISTING PAVEMENT EDGE I C-1 v y:21,?J'/ \ X 21717 TOP 214.50 F ` 4? / 2>94� \ EXISTING CURB LINE INV.208.75 NV.211.D0 /6 0 r / / y7 8 c EXISTING STONE WALL (TO ISOLATOR ROW)INV.20835 2') EXISTING RETAINING WALL (TO INFILTRATION ROW)INV. 2") \' \ 12°HOTO ISOLATOR ROW _ -i=ram - +-a- -f - i �iM;o UTV%Y \ x-x-x - EXISTING FENCE -- r i -- - -L o �`! 8'E[V 275 EXISTING CONTOUR i - / - / Z 7 8 L.F. PE u• --. \` ^..,.k.- '.' -_�� v✓'2 » EXISTING INDEX CONTOUR 19100 0 0.00% CT PROPOSED 3-UNIT 6 L.F.12'HDPE � EXISTING SPOT GRADE STORMTECH 740 1 0 0.00% UNDERGROUND 8 21674_ 2>70,3 \ s6 P INFILTRATION SYSTE INV.207.50 _ ! P z-uii = EXISTING STORM DRAIN LINE AND SIZE 84 LF.6"HOPEJ-110INV. r 11.69 / ( INV.209.00 0 4.68% S5° /'/-21 28 \\ - B n - EXISTING SANITARY LINE AND SIZE 217.32+ \ \ � EXISTING WATER LINE \ 217.6 +-217.69 \\ EXISTING GAS LINE 1 TP-3 _ 217.75 J MAXIMUM 3 217.25 217 25 217.75 \ EXISTING OVERHEAD WIRES - ^� + + + _ 2.5"/0 - z \\ Ill EXISTING DRAIN INLET ------- TOIFLIRAIIII ti 5151FY `v \ J EXISTING MANHOLE -�----- PROPOSED 4-UNIT + 18.65 STORM ECH UNDERGROUND o \ 218.55 218.25+ sro EXISTING FIRE HYDRANT POOL OVERFLOW AND INFILTRATION SYSTEM EXISTING GAS VALVE DRAW DOWN TO BE 0 INV.208.67 TRENCH DRAIN wV EXISTING WATER VALVE DIRECTEDNDEROP ND 2 a 8 +17.75 TOP 216.82 \ 0 11.60%"HOPE \\\ EXISTING UTILITY POLE 48 L.F.6 HOPE ( INFIL ON SYSTEM 0 1 02% ; 217.65 217.65 \\ EXISTING LIGHT POLE l I IFLIRA NV. SrslFll E'E:' \ EXISTING SIGN -4 �.. n 210.17 \ 20, v 21$45 217.95+ - 7 1 12"HOPE \\ � PROPOSED FINISHED GRADE 0 0.00% 191.00, PROPOSED SPOT GRADE W_ 212 -� 2-STORY INV.2Ds.s7 +a Q E _ TP-4 = + FRAMED RESIDENCE i \ P-5 BORING LOCATION AND DESIGNATION r 213.95 1ST FLOOR FFE:218.25 \ I \ W (] \ PROPOSED BUILDING LINE O �® 213.85 GAR:217.75 � � 217.44 `"'" _� � \ Y BSMT:208.25 ro+ + Y \ PROPOSED CONCRETE CURB �_ O 5 LF.12°HOPE q TOP 208.70 - LI C-2 PROPOSED CONCRETE SIDEWALK _ TO h TOP 216 25 1 \ INV.206.50(6") + 211.35+ 11'1 •SMH PROPOSED SANITARY SEWER MANHOLE 0 LLLI NV.206.50 6)/ 2I1.35 7.25 48 LF.6"HOPE I < INV.211 00(6") >, m ("� 1 ROW INV.213.25(6") A W Z z E 0 2. •MH MANHOLE - s o I I TO ISOLATOR ROW)INV 209.67 12 o PROPOSED TREQUNCHDDRAINMA V)EC Y (TO ROW)INV 17(12") o 0 INFILTRATION 210. PROPOSED STORM DRAIN LINE&SIZE O N�£ 15 HOPE 0 J 8"PVC dws =` 215 ev o PROPOSED SANITARY SEWER LINE&SIZE Z O=m QP + 215.00 ❑ ILLI o I 5 / PROPOSED GAS �nsY``H< n 1 6"WATER PROPOSED WATER LINE&SIZE r r 215.84 + ' SERVICE �nw __ 7 J Q 208.25 j '�oyw Y-�--� T PROPOSED GAS L1NE L _j d.w g ❑ 2 g 99 �nx- -E/T/C-E/Vc-e/r/c- PROPOSED ELECTRIC/TELEPHONE/CABLE 0< N L PROPOSED �lLd E ( WATER ❑ e �H �f"l i PROPOSED WATER VALVE Z J i W s EXlS7/NG POOL / SERVICE ' 0"x } PROPOSED GAS VALVE O CL 9 ELEV.211.35 P 10 PROPOSED RETAINING WALL O J ' X 2J438 ) :vV DESIGN BY OTHERS J WIV 29 L.F.4° 2 214 SDR35 To `J w 2l4&7 67 L.F.4" TOPA212.75 z= -- SDR35 7i3_ _ P a o 21544 00.647 � 1 - sE Y�V.204.50(4") I -���"` I'_ ANY ALTERATION OF PLANS, INV:204.40(4") � `�� Q- - SPECIFICATIONS PLATS AND !•F F ®8 ) A PLAQUE SHALL BE INSTALLED ON THE / i� I REPORTS BEARING THE SEAL RETAINING WALL THAT STATES:"POOL 'a"N TOP OF A LICENSED PROFESSIONAL WATER SHALL BE DECHLORINATED PRIOR v� o TO DRAWDOWN AND SHALL BE DRAINED INV.205.05 4 �, V I ENGINEER OR LICENSED LAND w 3;"RA F,F s a3 tl B-2 (") SURVEYOR IS A VIOLATION OF r u z TO PROPOSED DRAINAGE STRUCTURE LI I n Q C-1.THIS SHALL BE PERFORMED WHEN TOP 209.25 NV.204.95(4') Mp 2,2� ARTICLE 145OF THE NEW 0% THERE IS NO RAIN IN THE 48-HOUR NV.206.25(6") 1 FORECAST AND WHEN THE WATER IS I INV 07: YORE STATE EDUCATION LAW, FREE OF CHLORINE(10 DAYS OF NO I %vi 207, EXCEPT 7 PROVIDED FOR B2. p 006 otyP ( CHLORINE PRIOR TO DISCHARGE)' l' vv 207 SECTION 7209,SUBSECTION 2. �QFE55Y ( X�,'i;g x J•'.' -- -- -- - I Drawn: RB Approved:AN 'A- -- - -- 210.83 39 L.F.4"SDR35 ate By + + 10 REVISED PER VILLAGE COMMENTS D10, Scale: 1"=/ -- 06/29/2022 RB - 210.25 ---- - ---- oate, 05 16 2022 POOL OVERFLOW AND _\ 21D 5D, 0 D.s3% 2. REVISED PER VILLAGE COMMENTS 08/25/2022 RB // DRAW DOWN TO BE I - Proje No. \y` -- ) DIRECTED INTO 1 `" 3 REVISED PER VILLAGE COMMENTS _ 09/29/2022 RB 22029 4. REVISED PER ENGINEERS COMMENTS 12/16/2022 RB PPMTE I GU-3 GUi 5. ARB SUBMISSION 01/11/2023 RB Draw /ing �No: 6 ARB SUBMISSION 02/16/2023_ RB- `__40 3 _ - - - V 71E1410116 Editions ObS010I PLANT SCHEDULE Z EVERGREEN TREES CITY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS CD V) PIC ABI 27 Picea abies I Norway Spruce 8'-10'HT B&B w PG 10 Picea glauca/White Spruce 8'-10'HT B&B 1 0 N TG 63 Thuja standishii x plicata'Green Giant'I Green Giant Arborvitae 7'-8'HT. B&B NN J 0 LO N N < FLOWERING&UNDERSTORY TREES CITY BOTANICAL I COMMON NAME SIZE ROOT COND. REMARKS Q Iw-cO = 6 ACN 3 Amelanchier Canadensis/Shadblow Serviceberry 8'-10'HT B&B < - O BNT 9 Betula Nigra'Heritage'/Heritage River Birch 8'-10'HT B&B J Z U r LU CC 4 Cercis Canadensis/Eastern Redbud 8'-10'HT B&B >w W CP 2 Corpus flerida'Cherokee Princess'/Cherokee Princess Dogwood 8'-10'HT B&B p Z = J Z Ww0 U �z DECIDUOUS TREES CITY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS Q}`_ Q Q 0 AR 5 Acer Rubrum'Red Sunset'/Red Maple 2 1/2"-3"CAL. B&B Y Q N T AO 3 Acer rubrum'October Glory'/October Glory Red Maple 2 1/2"-3"CAL. B&B ¢ Q PO 2 Platanus occidentalis/American Sycamore 2 1/2"-3"CAL. B&B z N 2 CIA 3 Quercus Alba/White Oak 2 1/2"-3"CAL. B&B o OR 12 Quercus Rubra I Red Oak 2 1/2"-3"CAL. B&B a w W U M of SHRUBS QTY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS < a V) RM 18 Rhododendron maximum/Rose Bay 3'-4'HT. IB&B o �.JR - VD 6 Viburnum dentatum'Arrowwood'/Arrowwood Viburnum 3'-4'HT. B&B �8 5/ 8 40'"SYL'AR90RE L-1 tl C-1 TOP 214.50 INV.206.75(e) OF RYE BROOK TREE - - GE/ 7 C INV.211,00(6") VILLAGE _ ` N 0153'00"W - - v- _ 2 u . ;1 RESTOR ATION REQUIREMENT S 77 i, (CHAPTER 2 3 ) �, .t r DI OF TREE REMOVED(INCHES) REPLANTING REQUIREMENT _ o -, ?a e P/E _ _ 3ry \ = 1 NO REPLANTING NECESSARY SSARY 1j0 DTO 24 ONE 2-INCHTO 2E1 1/2-INCH CALIPER TREE - aK "° 25 TO 36 TWO 2-INCH TO 2 1/2-INCH CALIPER TREES .r 5"(,y24 7:�;0".'TIP �,..., 37 TO 48 THREE 2-INCH TO 2 1/2 INCH CALIPER TREES 2 STORY 49 OR GREATER FOUR 2-INCH TO 2 / NCH CALIPER TREES _1 2 I,; _ 21 ° f �V�gp _ FRAMED RESIDENCE CCT1 �.rZS 2 M L -� 1ST FLOOR FFE 218.25 \ 2a z"cFa' _ GAR: - REPLANTING REQUIREMENT LOT 1 TREES TO BE REMOVED g 208.70 BSI208.2s' r 21s.'i5�' UNDER 10 3 X 0=0 y'27/o"�DaR � � y, aiz () '` 2a6,5o(s 11.00( 10 TO 24 8 X 1 =8 TOP 208 IOi `1 I I £08.60 s 5 25 TO 36 3 X 2=6 1 y 37TO48 0 X 3=0 A IN*7 2t1�50 6 (NV 203 50 8 tNk 20 b0 6 JINV 20�Y�O�).+rc6.-..r`-H"-` I � - - INV.10�.50(12') \ ` 49 OR GREATER 0 X 4=0 TOTAL-14 TREES INV.264.00(12`) r I EX1517NG POOL n 1 Y 1211.35 LOT 2 TREES TO BE REMOVED REPLANTING REQUIREMENT UNDER 10 1 X 0- ' II _0 2-STORY 212.76 10 TO 24 9 X 1 =9 yr FRAMED RESIDENCE V.204.50 1 �- = 1ST FLOOR FFE:210.65 -z V.204.40 a -" 25 TO 36 1 X 2=2 ,� GAR:208.15 _ °L 37 TO 48 0 X 3=0 _ LIB 2 � I1 BSMT:200.65 2 �IN (4 t = T = x _ _ '-�,� 49 OR GREATER 0 X 4 0 TOTAL 11 TREES - 4. X _-- LOT 3-TREES TO BE REMOVED REPLANTING REQUIREMENT I LI B-3 ��% UNDER 10 2 X 0=0 f � II TOP zos TOP 210.25 10 TO 24 11 X 1 =11 INV.207.00(6) 1 75 J a INV.206 o0(s") 25 TO 36 0 X 2=0 zos oa s` �'� ' INv.206.00(6") 37 TO 48 1 X 3=3 �- INV.202.87 12" '�. ,; 3.00(12') 49 OR GREATER 0 X 4=0 TOTAL=14 TREES INV.204 D A_ J TOP T� �8 20. o `J �o� O CHI per INV.201-33 8") i �wo Z s h 201.33(12") � RY . - v.2Oz:s3(12y s FRAMEDSR�SIDENC I` Einar z C7 FLOOR FIFE:211.50 1 O GAR:210.50 o F- w = C-2 206 �. 1ST - W BSA1T:201.50 Q _ I( no awn � h� I1111._ z I.-_j 0 1 B \ >w= -- _ co I w i w° ' TOP 205.00 J LL �- "'"a \ / .197.25(4"L./� N O A= N` Lij INV.197:1(4") S 027347"E J � W T 00. la O �� r: 3 6 Q a_ JIv r, Q 4A."Rf'a y r 05 SIRCH 4 1.0 SURI/E) 0T \c\ �u �'R.301 co �2 jth�Ur + cc Lu ~J 100632"�P� �" A4FESSt�� a .- No. Revision Date g Drawn: RB Approved:AN ANY ALTERATION OF PLANS, y -Sc ---- --- SPECIFICATIONS,PLATSAND 1, REVSED PER VILLAGE COMMENTS___ _ 06/29/2022 RB scale 1°=20' REP OF AOLICENSED BEARING THE SEAL -- -- 'ate: 05 16 2022 2. REVISED PER VILLAGE COMMENTS OS/25/2022 RB // ENGINEER OR LICENSED LAND 3. REVISED PER VILLAGE COMMENTS 09/29/2022 RB Pr°Ie tNo:22029 SURVEYOR IS A VIOLATION OF _4. REVISED PER ENGINEERS COMMENTS 12/16_/2022 RB MH ulro'0vR uNo tallo.Is ar.. ARTICLE 145 OF THE NEW - -- _--- 5. ARB SUBMISSION 01/11/2023 RB Drawing No:� YORK STATE EDUCATION LAW, - -- EXCEPT AS PROVIDED FORSECTION 209,SUBSECTION 2 6. ARB SUBMISSION 02/16/2023 RB I 1 0 0 Precious Editions Obsolete _ L I PLANT SCHEDULE LOT 3 Z EVERGREEN TREES CITY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS _0 PIC ABI 6 Picea abies/Norway Spruce 8'-10'HT B&B t) LI J PG 5 Picea glauca/White Spruce 8'-10'HT B&B Q r9 N TG 22 Thuja standishii x plicata'Green Giant'!Green Giant Arborvitae 7'-8'HT. B&B ON J O_ N N QO FLOWERING&UNDERSTORY TREES QTY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS Z H Ln Y ACN 3 Amelanchier Canadensis/Shadblow Se viceberry 8'-10'HT B&B Q �O BNT 4 Betula Nigra Heritage'/Heritage River Birch 8'-10'HT B&B J Z U >} LJ CC 2 Cercis Canadensis/Eastern Redbud 8'-10'HT B&B > () W N 'If z —0—Jz DECIDUOUS TREES QTY BOTANICAL/COMMON NAME SIZE ROOT COND. REMARKS xLjj LJ O U g W AR 2 Acer Rubrum'Red Sunset'/Red Maple 2 1/2"-3"CAL. B&B Q}3 Q Q O PO 1 Platanus occidentalis/American Sycamore 2 1/2"-3"CAL. B&B >-Q CA 1 Quercus Alba 1 White Oak 2 112"-3"CAL B&B U= Z OR 1 Quercus Rubra/Red Oak 2 1/2"-3"CAL. B&B W N= 0 SHRUBS QTY BOTANICAL 1 COMMON NAME SIZE ROOT COND. REMARKSjj a w Q RM 18 Rhododendron maximum/Rose Bay 3'-4'HT. B&B a VD 6 Viburnum dentatum'Arrowwood'/Arrowwood Viburnum 3'-4'HT. B&B a a(/) / \� •� \\�i99 7D"MAPLE \� i u c-1 TOP 214.50 RM INV.208.75(6^) / BNT _ INV.211.00(6") i PG TG INV.208.75(12") 2 2 WV.209.00(12") IJ 3M _ - v \ c i c 1�����M' O •.•r. r a.' '" g94 JO"VAPL - 8 L L L. un — \ 11 \ L L� R A 1 LL_ \ g \ L_ L_ : I ' n , c0 L s = AR W --212 j PqD L I 2-STORY y — FRAMED RESIDENCE I \ �,— 1ST FLOOR FFE:218.25 r PIC ABI OSMT:20.7 5 1 L ` L 73 3 08.70 C U C-2 \ i TOP 2.25 ` :,s; •,,:` I - - INV. 9. (12") o I 6.50 6 �:_..t - - I - INV.210.17 \ � • I _ I " Z r ~ L - - _ ` r I i CA w� Z N�d -L �I (n -- [D Y I I EXlS17NG POOL I� I a� CC I -- RM - \J O O I r ELEV.211.35 QR 1 / RM { -L' I.__._.. BNT Z J m & —-'—L- —I— LL—�L— �i9 I I t' <J Of a � r-- BNT L_LL _ (, N p 75 a W INV.204.50(4 PO V/ 9 \- INV.204.40(4") J ACN G 7 O ? < ACN PIC ABI ,�-' ... Q a€_ 1 COCOA11 TOP 211.50 €; INV.20 (4") } dBi 3c a Q F ( Nr 20625' _ f I (6 r I yy o' � ago R � x - ,ill l RM o o fl r y - Tli 3 I - 1 I - _ l roo I o �q 91 : a Ogo - Y z °aCIF W No. Revision Date By scale Drawn RB Approved'AN ANY ALTERATION OF PLANS, - SPECIFICATIONS,PLATS AND 1 REVISED PER VILLAGE COMMENTS 06/29/2022 RB 1=10 REPORTS BEARING THE SEAL - --- - 05 16 2022 2. REVISED PER VILLAGE COMMENTS 08/25/2022 RB Date. // OF A LICENSED PROFESSIONAL - ----- - t3 REVISED PER VILLAGE COMMENTS 09/29/2022 RB ProlectNo 22029 ENGINEER OR LICENSED LAND _- SURVEYOR IS A VIOLATION OF 4 REVSED PER ENGINEERS COMMENTS 12/16/2022 RB W-M LAND-3 LANI)h ARTICLE 145 OF THE NEW — — -- YORK STATE EDUCATION 6 ARB SUBMISSION 02/16/2023 RB awing No EXCEPT AS PROVIDED FOR B — -- -- - L-103 SECTION 7209,SUBSECTION 2 PWiOUs EdM0179 ObSOIW6 Cq 04 ON C*4 n In C 0 N C4 N ON C N 1 C 14 WOVEN WIRE FENCE 0)u')0)Do (MIN 14 GAUGE,MAX.6" 48"MINIMUM LENGTH FENCE CN lip w WOVEN WIRE FENCE 48"LENGTH FENCE POSTS DRIVEN MINIMUM 16" (0 100 CM (MIN 14 GAUGE,MAX.6 POSTS DRIVEN 15" MESH SPACING) INTO THE GROUND C:,1 �4 COO 01 MESH'SPACING) INTO THE GROUND SEE NOTES 1-5 AREA TO BE ... SEEDED(SEE NOTE 8) DUMP STRAP 10'MAX,CENTER TO CENTER 10'MAX.CENTER TO CENTER 1"REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP _T_ m i a*0*� 1 HEIGHT OF FILTER HEIGHT OF FILTER CLOTH ABOVE GROUND, CLOTH ABOVE GROUND, 24'MINIMUM 00 24"MINIMUM,30"TYPICAL M 1,0',MAX CENTER + Z Ld z z z SIL NOT EXTEND BELOW ui w Mj L7F TOP OF PIPE m m m o � +_1 ar m m m 0 'R V" --------- DEPTH OF SILT SACK SHALL - is TSACK W THE Of 0 0 0 IW w Uj!Lu Ld Ld FOR z kY 0 CD 0 <<< :j -113 OIL I UNIF :j z z z E 6) LLI o o x Fn Fn w Ld Ld W L,Ln a-O_ally a-M M On molomm PERSPECTIVE MEW 1 SLOPE MAX ui Ld NIA PERSPECTIVE VIEW (SEE NOTE 7)2: ' 4 4 w 0 48"MIN.FENCE L'i LLJ Ld uj �<<I 48"LENGTH FENCE POST WOVEN WRE FENCE(MIN.14 GAUGE,MAX. #2) 5 4'NYLON ROPE WITH 6-MESH SPACING)WITH FILTER CLOTH EXPANSION RESTRAINT 4' WOVEN WRE FENCE(MIN.14 GAUGE,MAX. SLOPE STEEPNESS SLOPE LENGTH/FENCE LENGIH(FT.) (SEE NOTE 2"FLAT WASHERS) DRAIN INLET 6-MESH SPACING)WTH FILTER CLOTH go (SEE NOTE#2) 2-10%50:1 TO 10:1 250/2000 FLOWUNDISTURBED GROUND 10-20%10:1 TO 5:1 150/1000 SILT FENCE C>-- FLOW -UNDISTURBED 20-33%5:1 TO 3:1 80/750 COMPACTED SOIL (SEE DETAIL SO NOTE 9) GROUND - -50% EMBED FILTER CLOTH 33 3:1 TO 2:1 70/350 INTO GROUND(6 MIN.) COMPACTED SOIL 1>51% >2:1 30/175 PLAN MEW DRAIN INLET EMBED FILTER i 7777�:j *ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE INTO GROUND(6-MIN) DUMP STRAPS DISTURBED AREA AS POSSIBLE,BUT AT LEAST 10 FEET CLOTH FROM THE TOE OF A SLOPE STEEPER THAN 3H:1V,TO ALLOW FOR MAINTENANCE AND ROLL DOWN.THE AREA 4" BEYOND THE FENCE MUST BE UNDISTURBED OR STABILIZED. SECT10N DEPTH OF SILTSACK BAG DETAIL SHALL NOT EXTEND BELOW TOP OF PIPE SEUION NOTES: HI-FLOW SILT SACK AS MANUFACTURED BY NM ACF ENVIRONMENTAL OR APPROVED EQUAL@ 1.WOVEN WRE FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 6. THE AREA CHOSEN FOR ALL TEMPORARY SOIL STOCKPILES SHALL BE DRY AND 1.WOVEN WIRE FENCE SHALL BE FASTENED SECURELY TO FENCE POSTS NTH WRE TIES OR STAPLES, POSTS SHALL BE STEEL,EITHER T OR U TYPE OR HARDWOOD. STABLE. (FOR AREAS OF MODERATE TO HEAVY PREaPITATION AND RUN-OFF) POSTS SHALL BE STEEL,EITHER T OR U TYPE OR HARDWOOD. 2.FILTER CLOTH SHALL BE FASTENED SECURELY TO WOVEN ARE FENCE WTH TIES SPACED EVERY 7. ALL STOCKPILED SOIL SHALL NOT CONTAIN SLOPES GREATER THAN 2:1. PROPERTIES TEST METHOD UNITS INSTALLATION DETAIL 2.FILTER CLOTH SHALL BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION,FENCE SHALL BE WOVEN WIRE,6-MAXIMUM MESH OPENING. GRAB TENSILE STRENGTH ASTM D-4632 265 LBS 24"AT TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE,6-MAXIMUM MESH OPENING, 8. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SEEDED WITHIN GRAB TENSILE ELONGATION ASTM D-4632 20% 3.MEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED BY PUNCTURE ASTM D-4833 135LOS 3,WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI 10OX,STABLINKA 24 HOURS.PERENNIAL OR ANNUAL RYEGRASS SHALL BE PLANTED DURING SIX INCHES AND FOLDED.FILTER CLOTH SHALL BE EITHER FILTER X,MIRAFI 10OX,STABLINKA T140N,OR APPROVED EQUAL. SPRING,SUMMER OR EARLY FALL.WINTER RYE(CEREAL RYE)SHALL BE MULLEN BURST ASTM D-3786 420 PSI PLANTED DURING LATE FALL OR EARLY WINTER. TRAPEZOID TEAR ASTM D-4533 45 LEIS T140N.OR APPROVED EQUAL. UV RESISTANCE ASTM D-4355 90% 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUAL. APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUAL. 9.ALL STOCKPILES SHALL BE PROTECTED WITH SILT FENCING INSTALLED AROUND FLOW RATE ASTM D-4491 200 GAL/MIN/SQ FT 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED AND REPLACED WHEN THE PERIMETER. PERMITTIVITY ASTM D-4491 1.5 SEC-1 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED AND REPLACED MEN "BULGES"DEVELOP IN THE SILT FENCE. "BULGES"DEVELOP IN THE SILT FENCE. uQm CURB INLETS SHALL BE TYPE B WITH CURB DEFLECTOR, SILT FENCE TEMPORARY SOIL STOCKPILE WITH SILT FENCE 2 MANUFACTURED INSERT INLET PROTECTION 3 CROWN/DRIPLINE OR 1 FOOT FOR EVERY INCH OF CALIPER WHICHEVER IS GREATER. 12'-0" (SEE SITE PLAN FOR FENCE ALIGNMENT.) A 8,5"X11"SIGN LAMINATED IN PLASTIC SPACED EVERY 50'ALONG FENCE B 2"X6'STEEL POSTS OR APPROVED EQUAL. MOUNTABLE BERM 1 5/8'40 WEIGHT FRAM C 5-THICK LAYER OF MULCH. ZO 50'MIN, (OPTIONAL SEE NOTE#13) < x TREE PROTECTION FENCE:HIGH DENSITY 6"MIN, D POLYETHYLENE FENCING WTH 3.5"X 1.5"OPENINGS; A//v, COLOR ORANGE.STEEL POSTS INSTALLED AT 8'O.C. xxx 5; MAINTAIN EXISTING GRADE WITHIN THE TREE XXX- E PROTECTION FENCE UNLESS OTHERWISE INDICATED FILTER CLOTH 2 X 11 CA GALVANIZED FABRIC M Lu A ON THE PLANS. EXISTING LLI z B C INSTALL ROUGH SAWN WOOD WHERE AND AS (SEE NOTE#5) PAVEMENT > C E Nz DIRECTED BY PROJECT LANDSCAPE ARCHITECT OR XXX F EXISTING D KEEP 0 PROFESSIONAL ARBORIST.SEE CHART FOR WOOD 0 0 E SIZE BOUND WITH 9 GAUGE WRE. GROUND 0 SECTION A-A Lu b J 8"-12"THICK LAYER OF MULCH ON MAINTENANCE m C) _j T_ Ld G ROAD.5"THICK LAYER INSIDE TREE PROTECTION AREA. Li V WIN(DRIPUNE Ld TREE PROTEC FENCE) EXISTING LL ;H 1— 0 N o GROUND `�jjj-j\��� METER Ljj ROUGH SAWN yj 50'MIN. TREE DIAMETER e (OPTIONAL SEE WOOD SIZE CD 0 < 3 A AlANEL CLAMP(2 PER P t i P4 o1v <1 2" 2"X2" PANEL,TYPICAL)? 0 Fes ^ 13"-24" 2"X4" r- Do > EXCAVATED AREA Ids REMCFECI >25" 2"X6' L 2� CL< JI 0- SIDE SLOPE iE71 4f T� E�= EEP�Q_Ea ANY ALTERATION OF PLANS, 'X..A ED DEPTH FOR ITTTIiiii;��i fill FAVEL-SUPPORTED 6, A 4TR -HAX,2� -ATE-O HARDWARE MOTH TO ALLOW PLAN MEW 12' SPECIFICATIONS,PLATS AND BELOW TOP OF INLET B AS DIRECT'E'D MIN.ORA AOE 1140 REST1111 1F SEDIMENT MOVEMENT. ACCESS ROAD/ REPORTS BEARING THE SEAL C OV Tap INISTRUCTION AREA OF A LICENSED PROFESSIONAL q- D TREE G ENGINEER OR LICENSED LAND IF E 1.STONE SIZE USE 1"TO 4-STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT, SURVEYOR IS A VIOLATION OF 2.LENGTH-AS REQUIRED,BUT NOT LESS THAN 50 FEET. PEG LINE STABILIZER BRACKET ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW, 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. EXCEPT AS PROVIDED FOR BY 4.WDTH-12 FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE SECTION 7209,SUBSECTION 2. 39 2 TREE PROTECTION IM RC AD/CONSTRUCION AREA FENCE INGRESSOR EGRESS OCCURS.24 FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. 7 NOTES: 5.FILTER CLOTH TO BE PLACED OVER THE ENTIRE WDTH AND LENGTH OF AREA PRIOR TO PLACING OF STONE. 1,CLEAR THE AREA OF ALL DEBRIS THAT WILL HINDER EXCAVATION. 'a 2,GRADE APPROACH TO THE INLET UNIFORMLY AROUND THE BASIN. 1.SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS. 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION NE ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A E 3.WEEP HOLES SHALL BE PROCTECTED BY/STONE. 2.IF THERE IS NO EXISTING IRRIGATION,SEE SPECIFICATIONS FOR WATERING 5" rG 4.PROVIDE FREQUENT INSPECTION AND MAINTENANCE.REMOVE ACCUMULATED SEDIMENT AND MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. F_ F_REQUIREMENTS. REPAIR OR REPLACE IN PROTECTION TO MAINTAIN EFFECTIVENESS OF THE INSTALLATION. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT W 5.UPON STABIUZAT10N OF CONTRIBUTING DRAINAGE AREA.SEAL WEEP HOLES FILL BASIN WITH 3.NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARSONIST. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE is TABLE SOIL TO FINAL GRADE.COMPACT IT PROPERLY AND STABILIZE WITH PERMANET 4.NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING x loom SEEDING. PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR - -�_� -I I---AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED, :---I INCLUDING DURING FENCE INSTALLATION AND REMOVAL. DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED k 47 5.SEE SITE PLANS FOR IDENTIFICATIONS/LOCATIONS OF INDIVIDUAL TREES TO BE IMMEDIATELY. �52" v PROTECTED. 8.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO XISTNG PAVEMENT OR GROUND SURFACE PUBLIC RIGHTS-OF-WAY.MEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA 6.ALL EXCAVATION WITHIN THE CROWN/DRIPLINE OF ANY TREE SHALL BIE STABILIZED WTH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. XISTING SUBBASE PERFORMED UNDER THE DIRECT SUPERVISION OF THE PROJECT LANDSCAPE ARCHITECT OR PROFESSIONAL ARBORIST,SPECIAL MEASURES,SUCH AS THE TON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RA DrKwn RB Approved:AN 9.PERIODIC INSPECTION IN USE OF AN AIR SPADE MAY BE REQUIRED. Ram- Scale. NOT TO SCALE STABILIZED BRACKET TO BE 7.THE CONTRACTOR MAY PROPOSE THE USE OF ENGINEERED MATTING OR HOT DIPPED GALVANIZED 01 OTHER ENGINEERED PRODUCTS IN LIEU OF MULCH,WHICH SHALL BE SUBJECT STEEL PIPE. TO THE REVIEW AND APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. ProjW NO:22029 M-CAU, C-900 EXCAVATED DROP INLET TREE PROTECTION STABILIZED TEMPORARY CHAIN LINK Drawingl,lo PROTECTION 4 5 CONSTRUCTION ENTRANCE 6 CONSTRUCTION FENCE C-900 1 W SUBGRADE c"c,4 04 N N N C- oo 04 Cq Cq 04,c,O R 0)Ln 0) 3 6"MIN. FINISHED SUBGRADE c-,, am EAST JORDAN IRONWORKS FRAME&COVER No, 1230 OR N EENAH FOUNDRY CO.No.R-1558 ADJUST TO GRADE NTH BRICK(ASTM C-32, 5 4'-0" 5" OR APPROVED EQUAL.(SEE NOTE 2 GRADE MA)OR PRECAST CONCRETE RING FOR SANITARY SEWER MANHOLES /ir .......... BOOTS. SECTIONS(12-MAXIMUM ADJUSTMENT) INSTAL RUBBER RUBBER BOOT CONNECTION SECURED STANDARD BACKFILL �/ \ / ///" / //x FINISHED MADE TO PIPE USING STAINLESS STEEL STRAPPING ACP COLLAR METHOD, A-LOK OR APPROVED EQUAL X gi, 30"I.D. FRAME x THOROUGHLY x N z INSTALL TRACER WIRE OVER IGHLY BEDDED IN 1:2 STONE FOUNDATION COURSE GAS SERVICE z z CEMENT MORTAR W W Li SAND BACKFILL 2� -2"DiA.COMMUNICATIONS m m m 0 CONC 0 4 1 D mix ETE FOR SANITARY MANHOLES APPLY 0 2 CONDUITS V) tL 0 0 0 \\\0\ of 12" 2-2MIL COATS OF BITUMINOUS C)C)0 MIN. MATERIAL"INERTOL NO.49" Uj LLI Li 0 CD 0 0 z 7 100 LO \N, MIN: 1 0 KOPPERS SUPER SERVICE ALL LIFT PIN BLACK OR APPROVED EQUAL, z;z >> 2,2 HOLES TO BE APPLIED IN ACCORDANCE PUUG AND WITH MANUFACTURER'S MORTARED INSIDE SPECIFICATIONS STEPS Lb,tb,t L L AND OUT in M '9� Lj V)(0 MANHOLE LLj LLJ LLI SEE NOTE 2C FOR OPENING I N G JOINT TO CONFORM TO A 'n O-RING U)U)V)V) / \\\' \/',\\\r�\,\P— 5;5; 5 A.S.T.M.DESIGNATION LLJ UNSUITABLE MATERIAL \iz I/FT APPROVED cr D.C.(SEE C443 LATEST REVISION. ILIEGRADE V, % NOTE 1) 4: JOINTS TO BE MORTARED INSIDE AND OUT USING NON- SECTION B-B SHRINKING MORTAR 2"DIA.GAS SERVICE LINE D=INSIDE DIAMETER,SPAN,OR RISE APPROVED SUBGRADE (Chute Manhole Base) O.D.=OUTSIDE BARREL DIAMETER,SPAN OR RISE SAND BEDDING FOR SANITARY SEWER MANHOLES DEFLECTION ANGLE AS REQUIRED H,D.=CUTSIDE DIAMETER,SPAN,OR RISE 0 BELL OR BAND FILL AND SHAPE INVERT CHANNEL 6. PRECAST MANHOLE SECTIONS TO BE IN OR ALLOWED BY OPENING SIZE, 2-4'DA.ELECTRICAL SERVICE CONDUITS ACCORDANCE WITH OR W=H.D.+2.0'-FOR 48"OR SMALLER DIAMETER,SPAN,OR RISE IN FIELD USING CLASS A(4,000 RADIUS TO BE MAXIMUM POSSIBLE 5.1 W=H.D.+2.5'—FOR GREATER THAN 48"DIAMETER,SPAN,OR RISE PSI)CONCRETE.INVERT REINFORCED CONCRETE MANHOLE 4'-C NOTES: APPROVED SUBGRADE CHANNEL TO HAVE A STEEL 100 SECTIONS'A.S.T.M.DESIGNATION C-478, I TROWEL FINISH.STORM LATEST REVISION,MINIMUM COMPRESSIVE SANITARY SEWER MANHOLES MANHOLES SHALL NOT HAVE A STRENGTH TO BE 4,000 P.S.I. RUBBER BOOT CONNECTION SECURED 1.FOR TYPE 11 TRENCH,MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE: SUMP. PLAN TO PIPE USING STAINLESS STEEL A.EITHER SAND OR CRUSHED STONE IF NO WATER IS ENCOUNTERED IN TRENCH. STRAPPING ACP COLLAR METHOD, B.3/4"CRUSHED STONE IF WATER IS ENCOUNTERED IN TRENCH. APPROVED COMPACTED A-LOK OR APPROVED EQUAL CRUSHED 3/4'STONE 2.TYPE 11 TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES: FOUNDATION COURSE APPROVED SUBGRADE A.FOR ALL CORRUGATED POLYETHYLENE DRAIN PIPE(CPDP)AND NOTES: BENCH ELEV.VARIES PVC PIPE AND CONDUIT INSTALLATION. F 6-MIN. B.MEN ROCK OR HARDPAN IS ENCOUNTERED IN BOTTOM OF TRENCH. 1.UTILITIES TO BE INSTALLED IN ACCORDANCE WITH THE REGULATIONS AND Nil: CONCRETE CHANNEL C.WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH.IN SUCH CASE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION, 1.MANHOLE STEPS SHALL BE CAST IRON NEENAH No.R-1981-0 OR CAMPBELL DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6"MINIMUM. 2.BACKFILL FOR PIPE AND CONDUIT SHALL BE PLACED EVENLY AND CAREFULLY FOUNDRY No.2588-1 OR POLYPROPYLENE COATED STEEL(SEE SPECIFICATIONS) 6" 3.FOR ALL TRENCH EXCAVATION IN FILL AREAS,ALL EMBANKMENTS SHALL BE CONSTRUCTED AROUND AND OVER THE PIPE OR CONDUIT IN SIX(6)INCH MAXIMUM LAYERS. OR APPROVED EQUAL. TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP(AT THE BELL)OF THE PIPE PRIOR TO EACH LAYER SHALL BE THOROUGHLY AND CAREFULLY COMPACTED UNTIL TWELVE 2.UNLESS OTHERWISE SPECIFIED,SANITARY SEWER MANHOLES SHALL HA�IE LETTERS BEGINNING ANY TRENCH EXCAVATION. (12)INCHES OF COVER EXISTS OVER THE PIPE OR CONDUIT.THE REMAINDER OF 'SEWER"AND STORM DRAIN MANHOLES SHALL HAVE LETTERS'DRAIN" 4.BACKFILL FOR PIPE AND CONDUIT SHALL BE PLACED EVENLY AND CAREFULLY THE BACKFILL MAY THEN BE PLACED AND COMPACTED IN A MAXIMUM OF TWELVE(12) CAST ON COVER.THE COVERS SHALL HAVE VENT HOLES. AROUND AND OVER THE PIPE OR CONDUIT IN SIX(6)INCH MAXIMUM LAYERS, INCH LAYERS.EACH LAYER SHALL BE COMPACTED BY APPROVED MECHANICAL TAMPING 3.MANHOLES SHALL MEET OR EXCEED A.S.T.M.AND O.S.H.A.REQUIREMENTS. EACH LAYER SHALL BE THOROUGHLY AND CAREFULLY COMPACTED UNTIL TWELVE MACHINES,UNLESS OTHERWISE SPECIFIED BACKFILL SHALL BE COMPACTED TO NOT LESS (12)INCHES OF COVER EXISTS OVER THE PIPE OR CONDUIT.THE REMIAINDER OF THAN�MAXIMUM MODIFIED DENSITY IN ACCORDANCE WITH ASTM DESIIGNAnON D-1557 4.SEE"NOTES PERTAINING TO MANHOLES"UNDER"UTILITY NOTES"ON DRAWING APPROVED COMPACTED CRUSHED THE BACKFILL MAY THEN BE PLACED AND COMPACTED IN A MAXIMUM OF TWELVE(12) IN THE MANNER HEREIN DESCRIBED.BACKFILL SHALL PROCEED UP TO THE LINES AND STONE FOUNDATION COURSE APPROVED INCH LAYERS.EACH LAYER SHALL BE COMPACTED BY APPROVED MECHANICAL TAMPING GRADES AS SHOWN ON THE DRAWINGS. SECTION B- SUBGRADE MACHINES.UNLESS OTHERWISE SPECIFIED BACKFILL SHALL BE COMPACTED TO NOT LESS (Standard Manhole Buse) THANMMAXIMUM MODIFIED DENSITY IN ACCORDANCE WITH ASTM DIESIGNA11ON D-1557 3.CONTRACTOR SHALL STAKE THE PROPOSED SERVICE LINES AND CONDUITS PRIOR TO BACKFILLING TO ENSURE IN THE MANNER HEREIN DESCRIBED.BACKFILL SHALL PROCEED UP TO THE LINES AND SERVICES DO NOT MOVE WITHIN TRENCH. GRADES AS SHOWN ON THE DRAWINGS. TYPE 11 TRENCH UTILITY TRENCH DETAIL 9 MANHOLE (TYPE A) 10 (H<5-0") ACCEPTS 4'SCH 40 PIPE ACCEPTABLE FILL MATERIALS:STORMTECH SC-74D CHAMBER SYSTEMS FOR INSPECTION PORT MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION(DENSI DESIGNATION' 4"SCHED 40 SCREW-IN CAP FILL MATERIAL FOR LAYER'D' ANY SOIL/ROCK MATERIALS, CONCRETE COLLAR STARTS FROM THE TOP OF THE NATIVE SOILS,OR PER PAVED INSTALLATIONS MAY HAVE 0 PREPARE PER ENGINEER'S PLANS. :z SCHEDULE OF INVERTS NYLOPLAST 12'INUNE DRAIN PAVEMENT 'C'LAYER TO THE BOTTOM OF ENGINEER'S PLANS.CHECK STRINGENT MATERIAL AND PREPARATION BODY W/12�SCUD HINGED FLEXIBLE PAVEMENT OR UNPAVED PLANS FOR PAVEMENT N/A REQUIREMENTS. COVER AND FRAME(SEE NYLOPLAST FINISH GRADE ABOVE.NOTE THAT SUBGRADE REQUIREMENTS. (A 0 (D� OWGIII 7003-110-044 FOR PAVED PAVEMENT SUBBASE MAY BE > APPLICArONS/SEE DIMGj 7003-110-045 (/z/ zi PART OF THIS LAYER, V) DESIGNATION FOR UNPAVED APPLCATIONS) FILL MATERIAL FOR LAYER'C' GRANULAR WELL-GRADED BEGIN COMPACTION AFTER12 OF- FOUNDATION CHAMBER ISOLATOR ROW OVERFLOW WEIR STARTS FROM THE TOP OF THE SOIL/AGGREGATE MIXTURES,< fn Lij PIPE INVERT ELEVATION 3,357,4,467 MATERIAL OVER THE CHAMBERS IS _j Ld Z BOTTOM BOTTOM EMBEDMENT STONE('B'LAYER)TO 35%FINES.MOST PAVEMENT 5,56,57 REACHED.COMPACT ADDITIONAL LAYERS D 18"ABOVE THE TOP OF THE SUB-BASE MATERIALS CAN BE 68,7, IN 6'LIFTS TO A MIN.95%STANDARD V) 1A 202.00 202.50 202.50 204.00 96 MAX SC-740 CHAMBER M. CHAMBER.NOTE THAT PAVEMENT USED IN UEU OF THIS LAYER. 89,9, PROCTOR DENSITY.ROLLER GROSS 0 0 SUBBASE MAY BE A PART OF THIJ VEHICLE WEIGHT NOT TO EXCEED 12,000 I-__ IB 200.83 201.33 201.33 202.83 LAYER. TO EXCEED _j 0 Lli OVERLAP NEXT CHAMBER HERE Ibs.DYNAMIC FORCE NOT 4 OVER"SMALL"CORRUGATION 2A 202.17 204.17 20,000 Ibs, 1% 1 202.67 1 202.67 EMBEDMENT STONE SURROUNDING CUEAN_,CRUSHED,ANGULAR 357 4 NO COMPACTION REQUIRED. z: 3, THE CHAMBERS FROM THE STONE,NOMINAL SIZE Ld 9 2C 202.50 203.00 203.00 204�50 467, DISTRIBUTIO BETWEEN 3/4-2 FOUNDATION STONE(W LAYER) 56,57 1 _j of 3A 207.00 207.50 207.50 209.00 To THE'C'LAYER ABOVE. INCH Ld NOMINAL 3/4'-2"CLEAN,CRUSHED, (-D FOUNDATION STONE BELOW I Lij > PLATE COMPACT OR ROLL TO ACHIEVE A 3B 20817 208.67 208.67 ANGULAR STONE CHAMBERS FROM THE SUBGRADE STONE,NOMINAL SIZE 95%STANDARD PROCTOR DENSITY'. S 21017 CLEAN,CRUSHED,ANGULAR 3.35,4,467, 0 (BOTTOM)OF THE DISTRIBUTION BETWEEN 3/4 56,b.57 1 0 H, 0 < UP TO THE FOOT(BOT -2 CHAMBER INCH PLEASE NOTE: _j BUILD ROW IN _j 9 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR THIS DIRECTION ADS 601 NON-WC C) > START END L NON—WOVEN GEOTEXTILE EXAMPLE,A SPECIFICATION FOR#4 STONE WOULD STATE:'CLEAN,CRUSHED,ANGULAR NO.4(AASHTO M43)STONE. (OR EQUAL) j 2.AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS ON OPEN GRADED STONE,STORMTECH COMPACTION NOMINAL CHAMBER SPECIFICATIONS n NOTES: REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS MEN PLACED AND COMPACTED IN 9"[229 mm](MAX)LIFTS USING Two FULL SIZE(W x H x INSTALLED LENGTH) 51.0"x 30.0'x 85.4- COVERAGES WITH AN APPROPRIATE COMPACTOR. 1.INSPECTION PORT MUST BE CONNECTED THROUGH KNOCK-OUT CHAMBER STORAGE 45.9 CUBIC FEET LOCATED AT CENTER OF CHAMBER. MINIMUM INSTALLED STORAGE 74.9 CUBIC FEET 2.ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED. GRANULAR WELL GRADED SOIL/AGGREGATE WEIGHT 75 Ibs. SC-740 CHAMBER MIXTURES,<35%FINES.COMPACT IN 6"LIFTS ANY ALTERATION OF PLANS, CHAMBERS SHALL MEET ASTM F 2418-05 TO 95%PROCTOR DENSITY.SEE THE TABLE SPECIFICATIONS,PLATS AND 2 "STANDARD SPECIFICATION FOR OF ACCEPTABLE FILL MATERIALS INSPECTION PORT COVER ENT ROW NTH AASHTO AASHTO M288 CLASS 2_ REPORTS BEARING THE SEAL INSPECTION PORT DETAIL POLYETHYLENE(RE)CORRUGATED WALL BY DESIGN ENGINEER M288 CLASS 2 NON-WOVEN NON-WOVEN GEOTEXTILE OF A LICENSED PROFESSIONAL GEOTEXTILE OR EQUAL 6 COLLECTION CHAMBERS'. PAVEMENT SC-740 END CAP SC-740:8'WIDE STRIP MAX.FINISHED GRADE ENGINEER OR LICENSED LAND SEE PLANS \2/4-7'�CL`EAN,ANGULAR STONE SURVEYOR IS A VIOLATION OF MIN.FINISHED GRADE MAXIMUM FINISH GRADE ARTICLE 145 OF THE NEW 1=�zz=,_11 OSEE PLANS YORK STATE EDUCATION LAW, TO F PAVEMENT �7 7 UNPAVED EXCEPT AS PROVIDED FOR BY MINIMUM UNPAVED 2 X I A 95"MAX. SECTION 7209,SUBSECTION 2, 1 18"FINISH GRADE NTH �771 1 B+3' IS MINIMUM PAVED FINISH GRADE VEHICLE TRAFFIC +2.5' 61,MIK BASE OF FLEXIBLE PAVEMENT/ MINIMUM UNPAVED TOP OF REINFORCED T_ FINISH GRADE WITHOUT CONCRETE PAVEMENT VEHICLE TRAFFIC Lj TOP OF STONE TOP OF CHAMBER 'A H—11-1 1- III77 1 7 1— kl—1 11 11—M=l I DEPTH OF STONE = —I I I TO B DETERMINED J� E 100552' SC-740 END CAP2/ BY DESIGN ENGINEER OFES 6"MIN. 51— 12"MIK�R 6"MIN.* 2 LAYERS OF AASHTO M288 CLASS I WOVEN GEOTEXTILE OR EQUAL, DESIGN ENGINEER IS RESPONSIBLE FOR BETWEEM FOUNDATION STONE AND CHAMBERS ENSURING THE REQUIRED BEARING SC-740:5-6"WIDE STRIP STORMTECH ISOLATOR ROW CAPACITY OF SUBGRADE SOILS Drawn RB App-ed AN 24"FABRICATED END CAP STORMTECH 24"STUB THIS CROSS SECTION DETAILS THE REQUIREMENTS NECESSARY TO SATISFY THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS ------ PART#SC740EPE24B FABRICATED END CAP SECTION 12.12 FOR EARTH AND LIVE LOADS USING STORMTECH CHAMBERS,WITH CONSIDERATION FOR IMPACT AND MUTIPLE VEHICLE PRESENCES. Scale NOT TO SCALE Date. 05/16/2022 SECTION AT ISOLATOR ROW- SECTION A-A SECTION AT DETENTION AND WATER QUALITY CONTROL Project 22029 2FW MS C-901 0_� IN PS Drawing No: STORMTECH CHAMBERS SC-740 C-901 NOTES PERTAINING TO DRAIN INLETS 4"-45'BEND MIN SLOPE 1/4"PER FT 2.08% o'o!oo oa o 4 S, Cn o N N o A-1 STEPS WALL NOT BE REQUIRED IN INLETS LESS THAN FOUR(4)FEET IN DEPTH,STEPS WILL BE N rn O z cO REQUIRED IN INLETS FOUR(4)FEET OR GREATER IN DEPTH.DEPTHS FOR DRAIN INLETS SHALL BE 0 00 N MEASURED FROM FINISHED GRADE TO INSIDE BOTTOM OF STRUCTURE(INCLUDING SUMP AS APPLICABLE). SELECT BEDDING o o b A-2 WHEN STEPS ARE REQUIRED,STEPS SHALL COMPLY WITH THE SAME REQUIREMENTS OF ASTM STANDARD B (SEE TRENCH DETAIL) C-478,ARTICLE 13 ENTITLED"MANHOLE STEPS&LADDERS'. A-3 FOR MASONRY STRUCTURES,THE FIRST COURSE OF MASONRY SHALL BE SET IN THE CONCRETE A A 3 o FOUNDATION BEFORE THE CONCRETE HAS SET.CONCRETE FOUNDATION SHALL BE CLASS"A'(4000 psi) - Q CONCRETE,TWELVE(12)INCHES THICK AND SHALL EXTEND SIX(6)INCHES BEYOND THE OUTSIDE FACE z A THE STRUCTURE. L N w } N IL 6 CONCRETE CRADLE A-4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND CONSTRUCT THE PROPER SIZE CLASS"A"(4,000 PSI) N a STRUCTURE INCLUDING THE NECESSARY OPENINGS TO ACCOMMODATE THE WORK AS SHOWN ON THE Ld PLANS OR ORDERED BY THE ENGINEER,AT NO ADDIIRONAL COST TO THE OWNER, I o??'w A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURES SHALL BE ACCOMPUSHED WITH NON-SHRINKING STEPS SEE UTILITY NOTES ` 8 D 8 o 0 0 0 W A-1,A-2 AND C-2) 6` 2'-0" 6" 2/3 D V) m CEMENT MORTAR GROUT,APPROVED EQUAL TO SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL Iw SEE NOTE A-10 I I CORP. w 7 ¢:¢z A-6 FOUNDATIONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A COMPACTED LAYER OF B x4";W E S zw z z PLAN FRAME&GRATE: 45' N (SEE NOTE 4) S S S o O APPROVED CRUSHED STONE HAVING A MINIMUM COMPACTED THICKNESS OF EIGHT(8)INCHES. PLAN CAMPBELL FOUNDRY Co. w Of Of cr A-7 ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE WALL OF THE STRUCTURE. No.4528A DR APPROVED r w i w w w m N FRAME&GRATE: EQUAL a'a n.a-m m' ,. 0110 0 0 mIM. CAMPBELL FOUNDRY Co. w:w w w rn.m. A-8 PROVIDE REINFORCED CONCRETE TOP SLAB FOR OVERSIZED DRAIN INLETS WITH PROPER SIZE FINISHED GRADE �'5�� No.2815 OR APPROVED \ r S',S:5:S m m OPENING TO ACCOMMODATE INSTALLATION OF FRAME.&GRATE. EQUAL SECTION A—A w w w w �', Of of of af A-9 FOR MASONRY STRUCTURES GREATER THAN TEN(10)FEET IN DEPTH, TOP OF PAVEMENT FINISHED GRADE TOP OF PAVEMENT F �' THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO TWELVE(12)INCHES. F c.Ni v'vi m STEPS AT 12"O.C.CAST 4 BARS 12"O.C. A-10 FOR ALL STRUCTURES GREATER THAN 10 FEET IN DEPTH,STRUCTURES SHALL PROVIDE MINIMUM INSIDE IRON OR POLYPROPYLENE 2'-O' # SEE NOTE A-10 BRICK FOR ADJUSTMENT OR 8 SEE PLAN FOR BOTH DIRECTIONS DIMENSIONS OF 4 FEET X 4 FEET. COATED STEEL (SEE DRAINAGE NOTE A-2) PRECAST CONCRETE RINGS LENGTH OF DRAIN m"m NOTES PERTAINING TO MANHOLES (,r MAX.) TRENCH WIDTH _ FOR SIZE AND INVERT,SEE B-1 PRECAST CONCRETE MANHOLES SHALL COMPLY WITH ASTM STANDARD C-478.MANHOLE JOINTS PLAN OR PROFILE O PITCH 1/8"PER FT 45(SEE NOTE 4) SHALL COMPLY WITH ASTM STANDARD C-443. _-_ 6"SOLID CONC.BLOCK OR PRECAST CONCRETE VARIES a / 4"J45'BEND MIN SLOPE 1/4"PER FT 2.087 - B-2 FOR PRECAST CONCRETE MANHOLES FIVE(5)FEET OR LESS IN HEIGHT,TOP CONE SECTION SHALL BE REPLACED WITH PRECAST REINFORCED CONCRETE:SLAB(6"MIN.THICKNESS)WITH OPENING _ REINFORCEMENT AS REQUIRED 6 qp OF SUFFICIENT SIZE TO ACCOMMODATE MANHOLE CASTING. SEE DRAINAGE NOTE A-3 FOR PRECAST CONCRETE 6" MIN 1 SELECT BEDDING - (SEE TRENCH DETAIL) FOR CONCRETE FOUNDATION X STRUCTURE ' b z - B-3 FOR MANHOLES 10 FEET OR MORE IN DEPTH,MANHOLE DIAMETER SHALL BE FIVE(5)FEET. FOR CONCRETE BLOCK ¢ - 8"x4];WYE STRUCTURES CLASS A CONCRETE _ B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUTFALL PIPE. (4000 psi) APPROVED COMPACTED 6 6 � FOR SIZE AND INVERT,SEE '-: lMm/\\\ CRUSHED STONE o3 - B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED OF CONCRETE. - _ PLAN OR PROFILE _ FOUNDATION COURSE ��l l�1;; � �� � �. � #4 BARS 12"O.C. B-6 NOTES A-1,A-2,A-4,A-5,A-6&A-7 UNDER'NOTES PERTAINING TO DRAIN INLETS'ABOVE SHALL \ \ BOTH DIRECTIONS 8" 2'-0" 8" B" 20" 8" APPLY TO MANHOLES. NOTES:MIN. - 1.ALL SERVICE LINES SHALL HAVE A MINIMUM OF FOUR(4)FEET OF COVER. NOTES PERTAINING TO PRECAST CONCRETE STRUCTURES FOR SECTION A—A APPROVED SUBGRADE ti. �`�• °' 2.SERVICE LINE LOCATION'GRADE AND ALIGNMENT SHALL BE AS SHOWN ON STORM DRAINS, SANITARY SEWERS AND WATER LINES SECTION A—A SECTION B—B DRAWINGS OR AS DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE, 3.WHERE SERVICE LINES ARE TO BE DEAD-ENDED,CONTRACTOR SHALL C-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE CONCRETE CRADLE INSTALL APPROVED WATERTIGHT AND PRESSURE-TIGHT PLUGS. CLASS"A"(4,000 PSI) 4.IF MINIMUM COVER CANNOT BE ATTAINED WHILE MAINTAINING MINIMUM SLOPE, AN H-20 DESIGN LOAD. NOTE THE ANGLE OF CONNECTION MAY BE REDUCED TO 22.5%IF APPROVED BY THE C-2 STEPS SHALL BE LOCATED WITHIN STRUCTURE TO AVOID PLACEMENT OVER PIPES 1.SEE NOTES PERTAINING TO DRAIN INLETS UNDER UTILITY NOTES ON DRAWING OWNER'S FIELD REPRESENTATIVE AND GOVERNING BODY WITH JURISDICTION. WHEN PRACTICABLE. 5.SANITARY SEWER SERVICE LINE INCLUDING FITTINGS SHALL BE PVC,SDR_35.,,. UTILITY NOTES 12 LAWN INLET (TYPE LI) 13 TROUGH DRAIN (END OUTLET) 14 SANITARY SEWER SERVICE CONNECTION 15 LARGE BELGIAN BLOCK CURBING 3-" (12"DEEP X 8"LONG X 4"WADE) OR AS DIRECTED FOR SLOPE SEE P ANS 4 O \\ CURB "/ FINISHED PAVEMENT GRADE SHRUB FINISHED GRADE �i SEE PLANS } CURB FACE OR EDGE OF PAVEMENT -\4 PAVEMENT ROOT BALL: 'n CUT AND REMOVE BINDING FROM TRUNKS. J m w CUT AND REMOVE �Z OFRBAP AT UPPER Yy Y PAVEMENT ,/�\ o /\ \ MIN "V"W.' \ MULCH. LAYER OF 0 O CH.NO MORE � ROUND-TOPPED SOIL � �J O O � ,�,,, HOUSE SIDE THAN 1°OF MULCH BERM 4"HIGH X 8"WIDE J / \\\ ON TOP OF ROOT ABOVE ROOT BALL OF SERVICE BALL.(SEE SURFACE SHALL BE w _ ADJUSTABLE CURB BOX UNE(CURB i/ / CONSTRUCTED AROUND _ .�r:. SPECIFICATIONS FOR STOP TO 'j MULCH) THE ROOT BALL.BERM J w - � BUILDING)TO CLASS A CONCRETE �'�/ SHALL BEGIN AT ROOT W LL CURB STOP BE DONE BY FOUNDATION(4,000 PSI) BALL PERIPHERY N CORPORATION STOP APPROVED COMPACTED FINISHED GRADE w O (SEE NOTE 1) < OTHERS NOTES SUBGRADE w 6"MIN.TO 12"MAX. FINISHED GRADE \ LOOSENED SOIL. € �1"COPPER SERVICE LINE FOR PLANTING ON / DIG AND TURN THE SOIL O Q 1.JOINTS SHALL BE NO WADER THAN 3/4'AND SHALL BE MORTARED. SLOPE - — TO REDUCE THE J E w= JOINTS SHALL BE FULLY FILLED WITH 1:2 CEMENT MORTAR,NEATLY I�I-It III— COMPACTION TO THE O J 45. POINTED AND CLEANED OF EXCESS MORTAR. MEET EXISTING ;I—III _ AREA AND DEPTH SHOWN BRICK BLOCKING " 1; SLOPE N g STONE CURB WATER MAIN SLOPE SIDES OF a t ` C.I.FRAME&COVER CAMPBELL LOOSENED SOIL FOUNDRY No 1000I OR APPROVED R --- FINISHED GRADE EQUAL COVER TO BE PROVIDED (BELGIAN BLOCK) 1 V --- — ANY ALTERATION OF PLANS; E€ ✓/i, WITH LOCKING BOLTS. 12"x12%12"CRUSHED STONE EXISTING SOIL = BEDDING UNDER BLOCKING 12" SPECIFICATIONS,PLATS AND PRIOR TO MULCHING,LIGHTLY TAMP REPORTS BEARING THE SEAL 3X WIDEST DIMENSION SOIL AROUND THE ROOT BALL IN 6 FOR SHRUB PLANTING ON OF A LICENSED PROFESSIONAL ° OF ROOT BALL.LIFTS TO BRACE SHRUB.DO NOT SLOPES,ORIGINAL SLOPE ENGINEER OR LICENSED LAND `-e r OVER COMPACT,WHEN THE PLANING SHALL PASS THROUGH SERVICE LINE REQUIREMENTS -4PIPE 1:2 CEMENT MORTAR HOLE HAS BEEN BACKFILLED,POUR SECTION VIEW THE POINT WHERE THE SURVEYOR IS A VIOLATION OF WATER AROUND THE ROOT BALL TO TRUNK BASE MEETS SOIL ARTICLE 145 OF THE NEW 4"-45',BEND CLASS"A"(4,000)CONCRETE COLLAR .a ^-t SETTLE THE SOIL YORK STATE EDUCATION LAW, = SIZE SERVICE LINE(MATERIALS) CORPORATION STOP CURB STOP CURB BOX ENLARGED BASE ENQasE IN CLASS"a"CONCRETE FOR CASTING(18"DIAMETER x 6"THICK) r A ROOT BALL RESTS EXCEPT AS PROVIDED FOR BY B s"1 _000 PSI TO UNDISTURBED EARTH `"'T'y^ -'�' ON EXISTING OR SECTION 7209,SUBSECTION 2, _= 3 4 COPPER,TYPE K H-15008 N H-15214 N H-10308 Not A licoble RECOMPACTED 3 1 COPPER,TYPE K H-15008 N H-15214 N H-10308 Not Applicable WryE IF NOT DEAD ENDED,ELIMINATE SOIL �> 1-1/2" COPPER,TYPE K H-15013 N H-15214 N H-10310 Not Applicable .- SCREW PLUG AND EXTEND - a L 2 COPPER TYPE K H-15013 N H-15214 N H-10310 I H-10349 1 - PIPING AS SHOWN OR AS 1 1/2"TOP COURSE ¢n o LINE DIRECTED BY OWNER'S NOTES: SEWER QF NE r ©E FIELD REPRESENTATIVE MATERIAL:ASPHALT CONCRETE,TYPE 6F =w N APPROVED COMPACTED P� 1.INSTALLATION OF 1-1/2"AND 2"CORPORATION STOPS SHALL BE MADE IN THE UPPER PIPE QUADRANT, SUBGRADE MIX/ITEM:NYSDOT ITEM 403.17—j /.,�4� `t' O BUT MAY BE MADE AT ANGLES LESS THAN 45'IF APPROVED BY THE OWNER'S FIELD REPRESENTATIVE. � ;. NOTES: - 1. ALL PLANTING BEDS SHALL BE FREE OF WEEDS *¢ _� 2.SERVICE LINE SHALL HAVE NO JOINTS BETWEEN THE WATER MAIN AND CURB STOP. SCREW PLUG REQUIRED 2 1/2'BINDER COURSE r a z \ AT DEAD END(NOT TO AND GRASS PRIOR TO AND FOLLOWING fi u BE ENCASED IN CONCRETE _ � MATERIAL:ASPHALT CONCRETE,TYPE 3 INSTALLATION OF PLANTS.3.CORPORATION STOP,CURB STOP,CURB BOX AND ENLARGED BASE FOR CURB BOX SHALL N07ES: - BE MUELLER COMPANY OR APPROVED EQUAL.CATALOG NUMBERS SHOWN REFER FOR ACCESSIBILITY) NOTES: MIX ITEM:NYSDOT ITEM 403.13 �00532 py ' - TO MUELLER COMPANY. 1.ALL PIPE MATERIAL FOR CLEANOUT TO BE DUCTILE IRON PIPE. UINDISTURBED / 2.PLANTS IN CONTAINERS MUST HAVE THE FIBROUS pA0FE5SY0� ROOTS PULLED APART. 2.FOR INVERT OF SEWER LINE SEE PLAN. SUBGRADE E. 4.ALL SERVICE BRASS SHALL COMPLY WITH AW4WA C-800.COMPONENTS IN CONTACT WITH POTABLE WATER 1.THICKNESSES INDICATED REFER TO 6"BASE/SUBBASE COURSE Tf. SHALL ALSO COMPLY WITH LATEST REQUIREMENTS OF THE FEDERAL SAFE DRINKING WATER ACT. COMPACTED MEASURE. 3.PROPOSED PLANT MATERIAL SHALL BEAR THE x I MATERIAL:SUBBASE rawn COURSE,TYPE 1 SAME RELATION TO FINISHED GRADE AS IT BORE D Approved. 2.MATERIAL AND MIX/ITEM NUMBERS REFER TO: ------� - -- TO PREVIOUS EXISTING GRADE. RB AN MIX/ITEM:NYSOOT ITEM 304.11 --Scale. NOT TO SCALE NEW YORK STATE a DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS Poe No 05/16/2022 22029 z2a2s HTNs C-902 — yY WATER SERVICE CONNECTION CLEANOUT W/O MANHOLE SITE PAVEMENT 1 g SHRUB PLANTING �O coragNa - (2"OR LESS) 16 17 c 9 0 2 x TREE SHALL HAVE ONE CENTRAL C'41 : 04 C-4 LEADER UNLESS MULTI-STEM IS 'H'(FT) LINE POST TRMINAL POST STANDARD STEEL OR 2"X2"HARDWOOD N04 :10-0 CD NOT CUT OR 0 N I N SPECIFIED. FIR DAMAGE AD OR LESS 2'O.D./2.72 I/FT Z5'0 D/3 65 I/FT 8'-0'MAMMUM(H>5'-n I�-O'MAAMuM(H 5�4 OR LESS) GROUNDCOVER PLANTS >6-0' 25'O.D./3.65 I/FT 3'0 6)5 IM 1,,-APPROVED CAP KNUCK All. UNE POST LED FINISH T' (0 DD,0) N. 3"THICK LAYER OF MULCH 2.21 C-4 FINISHED GRADE -WARE EDGE STRETCHER BAR LOOSEN SOIL,DIG AND -TERMINAL POST D BANDS BOLTEO 16'D.C.MAXIMUM TURN THE SOIL TO REDUCE FABRIC li STANDARD 48" 1�(5':3 6 Q SAFETY FENCE THE COMPACTION TO THE le O.C.W"WUMOOO SEE NUIL 3) _11h 11 Q) AREA AND DEPTH SHOWN. Q) EXISTING SOIL Q:) �3 Q)Qj) ~ 12 i 6, 000 Z 2 Z:2 LLJ:� M M 0 '�,VINYLCOATID cr C)0 0 19 GAUGE 2'aAMOND Q:) Q:)Q�) U Q 0 SECTION MEW FABRIC TO BE FINISHED GRADE w LLJ LLJ ANSI Z60 CURRENT EDITION 1-1 2' TRUNK CALIPER SHALL MEET TO wsiul AND BARBED SHED -RNJSHED GRADE -I_j_J C5 FOR ROOT BALL SIZE LLi W QC X W itn J7 GAUGE GALVANIZED HIGH CARBON STEIl FOR TREE PLANTING ON LLJ Li LLi Li LO L ROOT BALL;CUT AND REMOVE SLOPES,ORIGINAL SLOPE BOTTOM OF FENCE COIL SPRING TENSION HIRE RES 12'C a-a-IL C1-M 4. 0 0 BINDING FROM TRUNK AND AS MUCH SHALL PASS THROUGH THE TO BE FLUSH WITH 0 M W Lul Ld L.1 V)ea OF THE BALL AS POSSIBLE.CUT AND POINT WHERE THE TRUNK CLASS'A'CONCRETE UNCil ATEMM GROUND SURFACE (n(n W V)5:1 5;5; REMOVE BURLAP AT UPPER j OF THE BASE MEETS SOIL LLJ LLi Uj LLJ Of Q� TREE BALL.REMOVE WIRE BASKET TOP OF ROOT BALL SHALL BE SEE NOTE 7 FOR FENCE to' GROUNDCOVER PLANTS TO FLUSH WITH FINISHED GRADE Ir INSTALLATIONN ON WALLS DIAN Lei! BE TRIANGULARLY SPACED ROUND-TOPPED SOIL BERM 4"HIGH X 8" NAM Z' ei 4 WIDE ABOVE ROOT BALL SURFACE SHALL BE NOTES: CONSTRUCTED AROUND THE ROOT SAL.BERM 3"LAYER OF MULCH.NO MORE SHALL BEGIN AT ROOT BALL PERIPHERY THAN 1"OF MULCH ON TOP OF 1,ALL POSTS,RAILS,FABRIC AND ACCESSORIES SHALL BE VINYL COATED.COLOR OF VINYL COATING SHALL BE BLACK. PRIOR TO MULCHING,LIGHTLY TAMP SOIL ROOT BALL MULCH 2.POST AND RAILS SHALL BE STANDARD FULL WEIGHT VINYL COATED GALVANIZED SCHEDULE 40 PIPE MANUFACTURED AND AROUND THE ROOT BALL IN 6"LIFTS TO LOOSENED SOIL,DIG AND TURN GALVANIZED IN ACCORDANCE WITH ASTM A-120.ALL MATERIALS SHALL BE NEW AND FIRST CLASS AND STEEL CHANNEL OR BRACE TREE.DO NOT OVER COMPACT WHEN THE SOIL TO REDUCE SHALL NOT INCLUDE RECONDITIONED OR REROLLED PIPE. 2"X2'HARWOOD THE PLANTING HOLE HAS BEEN SACKFiULED, COMPACTION TO THE AREA AND FENCE POST CURB OR EDGE POUR WATER AROUND THE 3,FITTINGS SHALL BE VINYL COATED MALLEABLE IRON FITTINGS CONFORMING TO THE REQUIREMENTS OF ASTM A-47 OF PAVEMENT SETTLEROO)T BALL THE SOIL DEPTH SHOWN HE FINISHED GRADE GALVANIZED IN ACCORDANCE WITH ASTM A-153. EXISTING 4,FABRIC SHALL BE 9 GAUGE GALVANIZED 2"MESH,WHICH SHALL BE VINYL CLAD IN CONFORMANCE WITH THE REQUIREMENTS OF AASHTO M-181, SOIL TYPE 111.VINYL COATING SHALL BE FIRMLY AND CONTINUOUSLY EXTRUSION BONDED TO THE GALVANIZED STEEL WRE. TOP SELVAGE SHALL HAVE KNUCKLED FINISH. 5.TENSION WIRE SHALL BE VINYL COATED 7 GAUGE MEETING THE REQUIREMENTS OF ASTM A-641 AS MODIFIED HEREIN, THE TENSILE STRENGTH SHALL BE AT LEAST 80,000 PSI MTH A GALVANIZED COATING OF NOT LESS THAN 0.7 OZ.PER SQUARE FOOT, 6.FABRIC TIES SHALL BE MINIMUM 9 GAUGE VINYL COATED GALVANIZED STEEL OR ALUMINUM.MINIMUM SPACING SHALL PLAN MEW 3X WIDEST DIMENSION OF ROOT SLOPE SIDES OF BE AS FOLLOWS: MEET EXISTING BALL LOOSENED SOIL A.14"O.C.AT LINE POSTS (SEE NOTE 3) UM. SLOPE B.24'O.C.AT TOP RAIL Naia.- \ FINISHED GRADE BOTTOM OF THE ROOT C.12'O.C.AT TENSION WIFE 1,SPACE SUPPORT FENCE POSTS AT 6 FOOT INTERVALS. 1. SEE PLANTING PLAN FOR GROUNDCOVER SPECIES,SIZE,ANID SPACING DIMENSION. FOR PLANTING BALL RESTS ON EXISTING ON SLOPE OR RECOMPACTED SOIL 7,WHERE CHAIN LINK FENCE IS TO BE INSTALLED ON WALLS,THE FENCE POSTS SHALL BE IMBEDDED A 2.DRIVE SUPPORT POSTS 2 FEET INTO GROUND. 2. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PLANT PRIOR TO UM. MINIMUM OF TWELVE(12)INCHES IN THE WALL.NEWLY CONSTRUCTED WALLS SHALL BE PROVIDED WITH 3.FIRMLY FASTEN FENCE MATERIAL IN PLACE BY WRING MULCHING. PROPER SIZE SLEEVES TO ACCOMMODATE FENCE POSTS,FENCE POSTS SHALL BE SECURELY GROUTED IN TO FENCE POST WHILE MAINTAINING TENSION ACROSS 1, ALL PLANTING BEDS SHALL BE FREE OF WEEDS AND GRASS PRIOR TO AND FOLLOWING INSTALLATION PLACE USING AN APPROVED HIGH STRENGTH,NON-SHRINKING,NON-STAINING GROUT. FULL HEIGHT OF FENCE.WRING SHALL BE DONE IN A 3. ALL PLANTING BEDS SHALL BE FREE OF WEEDS AND GRASS PRIOR TO AND OF PLANTS. MANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL. FOLLOWING INSTALLATION OF PLANTS. 2. PLANTS IN CONTAINERS MUST HAVE THE FIBROUS ROOTS PULLED APART. 8.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT SHOP AND ERECTION DRAWINGS INDICATING MATERIALS, 4.PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF 4. PLANTS IN CONTAINERS MUST HAVE THE FIBROUS ROOTS PULLED APART. SIZES AND DIMENSIONS OF FENCING TO THE OWNER'S FIELD REPRESENTATIVE PRIOR TO ORDERING MATERIALS FOR HIS REVIEW AND APPROVAL. FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED. 3. PROPOSED PLANT MATERIAL SHALL BEAR THE SAME RELATION TO FINISHED GRADE AS IT BORE TO 5.PLASTIC FENCE SHALL BE INTERNATIONAL ORANGE COLOR,AS 5. PROPOSED PLANT MATERIAL SHALL BEAR THE SAME RELATION TO FINISHED PREVIOUS EXISTING GRADE. 9.PRIOR TO INSTALLATION OF THE FENCE,THE CONTRACTOR SHALL CHECK THE FENCE LAYOUT WITH THE MANUFACTURED BY ADPI ENTERPRISES,INC.OR APPROVED EQUAL. GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. 4. SEE TREE STAKING DETAIL IF STAKING IS REQUIRED. OWNER'S HELD REPRESENTATIVE WHO MUST APPROVE THE LAYOUT BEFORE ANY OF THE WORK IS TO BE 6.REMOVE CONSTRUCTION FENCE AS DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE. DONE. GROUNDCOVER TREE PLANTING CHAINUNKEp�FENCE CONSTRUCTION FENCE21 (DECIDUOUNDEREN) 22 ( 23 24 ISC2028 Rev C Page 4 of 12 SWINICLEAR CARTRIDGE FILTER ISC2028 REV C Page 6 of 12 SNVIMCLEAR CARTRIDGE FILTER ISC2028 REV GENERM,INFORINIATION MAINTAINING YOUR FILTER Your Hayward Swirrl cartridge filter combines superior water filtration with ease of operation and totally Z ja HAYWARD'Oooi ProductS Owners Manual corrosion-free construction.With filtration ratings to 9000 gallons(34,000 liters)per hour,they are designed for DE242= AWARNING *(90 LD A Hayward Industries,Inc,Company continuous of intermittent operation,for installation above or(below the pool water line,for fresh or salt water swimming Mau "INFO pools orspas.Swin-Clear-filters utilize multiple reusable,reinforced polyester filler Cartridge elements to provide a A This product should be installed and serviced only by a 0 high degree of water c rity and long fitter cycles with minimuirn care. qualified pool professional. >_ INSTALLATION,OPERATION,&PARTS REQUIRED CLEARANCE j TOPCIOSURE "El"SIDE "C"ABOVE PLATE FILTER DISASSEMBLY INSTRUCTIONS M Luj CM I I IN I LOWER BODY 1.Turn n off all system circulation pumps and all electric power on Ld Z 12!�l 83 1N1 21 LI 1 21 LI SEAL SURFACE :D>the equipment pad. 4 as s 1 1 41 2.Set all system valves in a position to prevent water flow to the Na- �E302:� 03 0 0 2 IS 46 filter. N 46 22 1 56 0 C50N 146 18 3.The manual air relief valve must be placed in the OPEN I a 11 i - C7000 52.5 33 18 1 46 28 1 71 1 position.(Fig 6) 0 4 Remove filter drain plug(Fig 4)and drain waterfrom filter. M 0 5.Using 3/4 wrenches,loosen and remove the clamp nut and LLJ the clamp boit.(Fig 5)is I pe) INSTALLATION 6,Holding both ends cft�efilter clamp carefully spread the _j O� bi clamp ends Remove the clamp by lifting over the upper filter LIj L.L C-4 0 AWARNING body Do not to drop the damp during removal,because the DRATI PLUG WITH 04UNG clamp could be damaged.Do not strike the clamp with metal Ljj This product should be installed and Luj V) Manual Air tools as they can damage the clamp. CD Relief Valve serviced only by a qualified pool professional. Figure 4 ia 7.Liftoff upper filter body.Do not use the pressure gauge to lift 0 < (MAR) 26" the upper filter body 0 B n 66 CM - =1 I.The filter system should be installed on a level concrete slab or other rigid 0 > base.Select a well drained and ry a vented area,one that does not flood m UPPER FILTER when it Fairs.Position the filter so o BODY that the piping connections,and Clarrito Nut winter drain are convenient and TO OPEN TO CLOSE 8 accessible for operation,service, ANY ALTERATION OF PLANS, CLAMP maintenance and winterizing. SPECIFICATIONS,PLATS AND 2.Position filter body such that all REPORTS BEARING THE SEAL Models C2025 C3025 C4025 C5025 C7000 OF A LICENSED PROFESSIONAL E operation and safety labels are SVVIMCLEARTM CARTRIDGE FILTERS A FROM THE PUIMP visible. � 3-Position filtersto the titer will drain by LOCK ENGINEER OR LICENSED LAND E EFFECTIVE FILTRATON DESIGN FLOW RATE SURVEYOR IS A VIOLATION OF gravity. Clamp Bolt Figure 6 ARTICLE 145 OF THE NEW i MODEL RATE Residential Commercial 4.If practical,place pump and filler in Figure 5 YORK STATE EDUCATION LAW, the shade to shield it from continuous, direct heat fro the sun. Manual Air Relief Shown in Open EXCEPT AS PROVIDED FOR BY FT' M2 bi l GPM L REMOVING CARTRIDGES IPM TO THE SECTION 7209,SUBSECTION 2. 5.Connect the pool suction plumbing upper filter body is POOL 1 Remove the top closure plate,which is exposed when the C2025 225 20.9 94 318 between the skimmer,pool outlet removed.(Fig 4) .s lE C3025 325 3 462 DRAIN (from the pool)and the pump. '4 g 0.2 122 PLUG 2 Remove the filter cartridge elements by using slight rocking motion and lifting up. -2 6.Install the plumbing from the C4025 425 395 150 568 3.Clean filter cartridge elements the pool(return to the pool). C5025 525 483 160 568 C7000 680 63.2 150 1 568 7.Do not locate pump controls over or CLEANING CARTRIDGES near fifter. MAXIMUM WORKING PRESSURE FOR ALL MODELS 50 PSI(3.45 BAR) 46 CM LOWER FILTER The Cartridge filter element can n be cleaned by washing Inside and outside with a garden hose.After hosing cartridge.for 8,Verify water discharge from the bestresuits,carefully brush the pleated surface+0 remove fine particles.Do not pressure wash as it can CO BODY n damage the filter Lu manual air relief valve(MAR)is element. U, ATTENTION INSTALLER:THIS MANUAL CONTAINS IMPORTANT INFORMATION directed away from electrical devices. You may find some debris on the cartridge pleats,which may not have been removed with hosing. Cr ON THE OPERATION,AND SAFE USE OF THISEQUIPMENT. THIS MANUAL IS INTENDED FOR THE END USER OF THIS PRODUCT 10i OFESSk R _j j USE ONLY HAYIA7ARD GENUINE REPLACEMENT PARTS USE ONLY HAYWARD GENUINE REPLACEMENT PARTS : USE ONLY HAYWARD GENUINEREPLACENIENT PARTS Drawn RB Approved.AN HAYWARD Pool Products wwwhaywardpooI com I"HAYWARD'Pool Products www.haywardpool.com sale NOT TO SCALE A HwwbN M.C HAYWARD Pool Products wwwhaywardpocf.conn Date: array".W"�1.Co-Y 05/16/2022 22029 Pro'ect No ij 029-DEWS C-903 X Drawng No: HAYWARD SWIMCLEAR CARTRIDGE POOL FILTER 25 C-903 C- O 0- Ui v O 00 O O1 O 7 n �raev z m � t lVrnrn < it ((D o �(D ro_ 0 1� Cr',7 r �O Z � � ff i i_� l� j cJ•r D ;o ryrym�� —7 LV f 1 m OO-� -- z0 0 I 1 I6Yote� if t00%s O V S 1=207..55 I/o/ves If if m IQ y' O I� I"