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BP22-052
PERMIT #&Lo 4 SECTION / k'3' TYPE OF WORKo JOB LOCATION _ OWNER CONTRACTOR EST. COST Its (;0 # TCO # FOOTING FOUNDATION FRAMING RGH FRAMING MZ kill DATE: EXPO� BLOCK LOT _ r/in4i�o� /4C � FEE _ DATE_ OTHER APPROVALS BOT ZBA OTHER 7�7T �Qo�r012a kq/��-y.� 58i l� 13 FEE DATE _ ,TM._. INSPECTION RECORD ( I_ low DAl kr RGH &N2GAS ELECTRIC "t• LOW40LT ALARM rF - t�trL�rl�l. / �FINAL , ogb%Fa �"F" 7 cc, ,P tA 4/ lS1644ese Elec,�ric 1141�Qse -lam! �u�S CC FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT AL SURVEY PRIOR TO FINAL THIS BUILDING MUST 8E POSTED WRH A PERMANENT CONSTRUCTION ME IDENTIFlCATION SIGN; 0V PRIOR TO THE ISSUANCE OFA C/0, A3 REQUIRED BY W STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 23-083 Certificate of ®ccup ucp This is to certify that F r of, 1 V having duly filed an application on J20� requesting a Certificate of Occupancy for the premises known as, P1 , Rye Brook,NY, located in a R JQ Zoning District and shown on the most current Tax Map as Section: 5. Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.C; issued T 20,�Q 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:R /Oae-aO2//uConstruction: for the following purposes: Neiu Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A 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 iWtsh denor sh l e building be moved from one location to another until a permit to accomplish such changeed m the B it in c MAY 2 4 2023 Building Inspector,Village of Rye Brook: Date: (QyE I3R �f'. L. t w 19 �•'I� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 24,2023 G&G Homebuilders Corp 10 Arlington Place Rye Brook,New York 10573 Re: 10 Arlington Place, Rye Brook,New York 10573 Parcel ID#: 135.44-1-39 Mechanical Permit#22-129 issued on 8/18/2022 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to QyE DR L� 4.Vl�4V4�uY VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.rvebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 24,2023 G&G Homebuilders Corp 10 Arlington Place Rye Brook,New York 10573 Re: 10 Arlington Place, Rye Brook,New York 10573 Parcel ID#: 135.44-1-39 This document certifies that the work done under Mechanical Permit #22-101 issued on 6/22/2022 for the installation of two new condensers and two new air handlers have been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to DR 7. 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 24,2023 G&G Homebuilders Corp 10 Arlington Place Rye Brook,New York 10573 Re: 10 Arlington Place, Rye Brook,New York 10573 Parcel ID#: 135.44-1-39 This document certifies that the work done under Mechanical Permit #22-154 issued on 10/6/2022 for the installation of one above-ground propane tank has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to p V BUILDING DEPARTMENT PERMIT#R0671) U�rol DD VILLAGE OF RYE BROOK ISSUED: <I 3—mil MAY — 1 2023 138 KING STREET,RYE BROOK,NEW YORK 10573 DATE: - 3 (914)939-0668 FEE: -- PAID,K VILLAGE OF RYE BROOK BUILDING DEPARTMENT PLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS ss►►trrrrsssetsssstsr►ssrrrr►srrrrssssrstsrss/►►sssr►►ssrrr►ss►tssstrs►rrrrss►►ss►►str►►sssrsssssr►►►srtssss*►s►►rrr►s►►*rst** Address: lc> Occupancy/Use: 3i NFL Parcel ID#:Scdiarl )3S;yY S 14LCk j (4& ,39 Zone: Owner: Address: /$/ 1701n,_//t2j72 '4or-- ca�•ch eT, P.E./R.A. or Contractor: A N fYl Address:10 t,/10I'' (�,� Person in responsible charge:(jka ogk�ga Address: fs;-/ - 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 con �- Fzt;�-Vo� STATE O ,COUNTY O as: arl n 0Z7_7_0 being duly sworn,deposes and says that he/she resides at_/y in(; me" (as L" in the County of in the State of (2.�- that 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: 4' P2, 900, o 0 for the construction or alteration of: 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 a�"-7 Sworn to before me this day of , 20 day of 520 ature of Prop4 Owner Signature of Applicant rTo1n�n �izi..o Print Name of Property Owner Print Name of Applicant Notary Public Notary Public FTY1,1RNDREW WHITLEY ary Public nnecticut Expires Feb 28, 2027 QyE BR1982. 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: , `- , �, . DATE: PERMIT# ` �\ (-ISSUED: `l. ? SECT: ' LOCK: �, LOT: LOCATION: OCCUPANCY: ❑ Violation Noted THE WORK IS... WPASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas 9--fP. Gas 0- FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL t, / OTHERI 1l\ QyE BRC�� cu � 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.orQ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS : ' •. � DATE' PERMIT# ISSUED: ZECT--\:?2��-NLOCK: LOT: \ LOCATION: OCCUPANCY: 2-I ❑ 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 b ❑ Natural Gas ` , mac.. `_ ~.Q.-) C1" � ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER �❑ FINAL PLUMBING — �- ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR o tim ��• �9b2 �' 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 - - - - - - - - - - - - - - --- - - A -2623 ADDRESS :— n ( - / - DATE: "' PERMIT# \\ ISSUED: `�SECT: BLOCK: LOT: LOCATION: ) �O �� � , OCCUPANCY: r ❑ Violation Noted THE WORK IS... ff 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 �1 FIRE SPRINKLER l� C(o ! ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER s QyE 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 : AD 4'' Ldj� y DATE: PERMIT# \!� - ` ISSUED: 61-2-'SECT: I/2 (1 BLOCK:_LOT: LOCATION: �Rj1 X,<-j E' 1c , ZU 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 0 L.P. GAS FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E 4RO o`` tim k 1982 BUILDING DEPARTMENT ❑BUILIJING 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 : O 1 1 �v �1 DATE: �v�L --77 2 Z / PERMIT# 'I �•L- ��� ISSUED: J ', SECT �� , LOCK: 1 LOT: LOCATION: 1 - ' l OCCUPANCY: u ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REIN3PECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION 0 NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER t �E 4RO o`` tim 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: , v , ^Q DATE: PERMIT# � ISSUED: CT: BLOCK: LOT LOCATION: OCCUPANCY: 4 1 ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REj$C2 n)/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING xld�ROUGH FRAMING o INSULATION la"NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER O�J- v BUILDING DEPARTMENT ❑BUILDING INSPECTOR QASSISTANT 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� DATE: '0l\ ' 1--22 PERMIT# J ISSUED: �SECTP BLOCK: LOT: -35 LOCATION: � � OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS..s'AP�-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 1 ❑-MIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(��• 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.or8 - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: `� t/�'�c DATE: 1 ! PERMIT# " ` ISSUED:��SECT: ' BLOCK: LOT: LOCATION: Q P t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �v REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION � c .B---UNDERGROUNID PLi�T1MFMNG"'00 NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR k Village of Rye Brook ° �(V'� Public Works and Engineering Department IE O` 938 KING STREET•RYE BROOK,NY 10573 ' 19t32 • (914)939-0753 FAx(914)939-0242� INSPECTION REPORT Address: / ev z- , Date: Name: � C ��f l Location: ITT Permit#:2 �d Phone: Email: Work being Inspected: l� �/� � � ��/� //� � '0 Work Inspected is: cce 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: j,.kwlo G%a Fail Violation Notes: 41, � r/�A_ /l Diagram: Signature""/ �E BRa? Ok"t 2m BUILDING DEPARTMENT ❑BUILDING INSPECTOR �0ASSISTANT 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: 1 U 4� `1 V n,r-o- DATE: -2o�Dy-;Q, 2 PERMIT# V�� �y� �' ISSUED: (I�� � SECT: /3 ► ' /BLOCK: LOT: LOCATION: ! �� ° , �, �C�SQ OCCUPANCY: ❑ VIOLATION NOTED ` THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �1 �u� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING C} s NOTES ON INSPECTION: \'❑ ROUGH PLUMBING uj ." e 'I n Q ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Qye BRWOu A 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,PASSISTANT 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:— 10 kVn � DATE. _ A PERMIT#N ,�, � ISSUED: SECT.k LOCK: ' LOT LOCATION: t ` OCCUPANCY: L ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION • '' p ` / REQUIRED FOOTING oc FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS �1 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR(�� Village of Rye Brook Public Works and Engineering Department 938 KING STREET•RYE BROOK,NY 10573 (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: h /��� /w�/`%' �%� Date: Name: V f _ /� U�L�/ S Location: Permit#:Z? `d SZ 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 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: A/W�c �%� • �d � TDB Diagram: Signature_:! f QyE BRC�� 198`2 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: 1 n " C DATE:--I PERMIT# ISSUED: 1 \ SECT: BLOCK:LOT: LOCATION: OCCUPANCY.. 2 ❑ VIOLATION NOTED THE WORK IS... ❑/ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION f REQUIRED ElFOOTING > 'll ❑ 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 BRnuk o`` tim 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 : 1 \\ ��� DATE: PERMIT# -'/ z2 ��� ISSUED: SECT: ��> �( `�LOCK:� ^LOT: LOCATION: \' �' OCCUPANCY: f ❑ VIOLATION NOTED THE WORK IS... ACCEPTE( ❑ 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 �yE BRaj� o`` tim 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 : I n , , DATE: \\� PERMIT# `� ISSUED: LT: O K: LOT: 711) LOCATION: `�" (�` {C 6� ` 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 4Rnv� 0 BUILDING DEPARTMENT /ASSISTANT DING INSPECTOR BUILDING INSPECTOR VILLAGE OF RYE BROOK E ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— 1 O\ 1 o�� DATE: (o PERMIT# ISSUED: OCK: 1 LOT: LOCATION: N OCCUPANCY• Z�� ❑ VIOLATION NOTED THE WORK IS... ,2 AcCEPTEIr ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING FOOTING DRAINAGE❑ FOUNDATION (1 , ❑ 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 BR��� 0 W- v BUILDING DEPARTMENT ❑ ILDINGINSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK s ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ 1 L1 l� �Q� �A -I—) ) �ULL V � 1 DATE• PERMIT (�\ ISS ED• � '`� ., l ! �. 1 # 1� U SECT. �iLOCK: LOT. LOCATION: ��OCCUPANCY: HE WORK IS... ��ACCEPTED ❑ VIOLATION NOTEDT ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING l\"0X--1, C�A ❑ 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 BRC�k Village of Rye Brook ° Public Works and Engineering Department J �0< 938 KING STREET•RYE BROOK,NY 10573 1982'� (914)939-0753 Fax(914)939-0242 INSPECTION REPORT Address: �0 /91LG/ /ter J/!% Date: "% ! �4- Name: Location: T 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 a s 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: /A� f: Signature , a CV In N N w w N N ` v : N g as = a H ~ -0 w � o Hu � a o v cog96 bO O v en e OH o w O ^ F-1 ° w Q O x W) 4 000 o o C o � UQ � � ' aZ o, tia7 wzC � Ln C ^ b Qa CO z w K U w � W z N A ac � U = Z w vcu 2 W O W aoo a N Cl A Id © o 0 V. w r� EO 10, G i � ~ � C'� ir7 Z C? N h+q u H W Z 00 CA U U U w o a d o 'S -0 o. a � O LnN W v o O G °j U � O v E. .x w H m O v u u ` ,g C O F' c U a u ' w N Z = o0. av o m p a ?CA � _ a A W z 0 = o a f 5pT �• W W O � a � a °' LaLLI � � aa. � � b N BUIL � MENT D IEMED VI Rolf, Y OK El El 938 KING of RY>r1 ll�t ,NY 10573 (914)93 39-5801 C- - 2021 e6r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: MAR 1 2 Perm t# Application # PI pP Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: J AN 1 9 2022 BOT Approval Date: Case# Chairman: PB Approval Date: q Case# Secretary: ' ZBA Approval Date: Case# Other: Application Fee: Permit Fee : ****** *************************«************ *** *******s********** ***** ****************** ******** EXTERIOR BUILDING PERMIT APPLICATION Application dated: 5—�T,��, aca- I is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddres 4/0 &F—W"C'-nj - 2. Parcel ID#: -36. ` r--r /—"?9 Zone: 3. Proposed Improvement(Describe in detail): �� S,N L- 4. Property Owner: 442M E Ea 21 J S Ir©e-,O Address:� l N �L , �L�� ��Ll��e✓-r}� �i� � Phone# Cell# I- `7 e-mailJ(alZ7/262&-CjMQL.LDS List All Other Properties Owned in Rye Brook: Applicant: e L4& !`bN17 FLJ'g ZEA !� Address: gq5 trr� Phone# Cell# I�l —7Zffl e-mmai ka iz?dz d6j'ML' Architect: -( j.t � _�_ � Address: Phone# Cell# l -( �l(�> e-mai[ 95N645;4 lA-AcL• caH Engineer: Address: Phone# Cell# ,./ e-mail General V/Contractor: ' /� QQ ,�r0% if ,o 01-A — �r1 T►1 Gv1L/ /'7Qr�ran[Z Address: /0� Q Treoia OOze/T Yonl"-e/S A)V /07/Q Phone# Cell N 5817 e-mail (1) 3121/19 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: 6. Area of lot: Square feet: /a Z,65,44, Acres: O i 2,S 7. Dimensions from proposed building or structure to lot lines: front yard: rear yard:�7�0" right side yard: �� t�left side yard: 17 t'� 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 2 I" fl: ' 2 2"d fl: L307 3 d fl: 10. Total Square Footage of the proposed new construction: 4o-3T4. 11. For additions,total square footage added: Basement. 1'fl: 2"d fl: 3,d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y. State Construction Classification: '7 N.Y. State Use Classification: 14. Number of stories: 2, Overall Height: gg,.7.� Median Height: V 53 15. Basement to be full,or partiaL• RIA , finished or unfinished: 16. What material is the exterior finish: HWDIPAhiO :!51>0N 491Z �04M 17. Roof style;peaked,hip,mansard,shed,etc: FY,94�D Aw 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 fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: (/ No: (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets ordetailed engineered plans) 21. Will the proposed project disturb 400 sq. ft.or more of land,or create 400 sq. ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes:JC No: Area: 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (if yes•applicant must.submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: (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 he 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: y (if yes,the area and elevations of the flood plane must he properly depicted an the,sunvy&site plan) 26, Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes:_L__No: (if 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: 29. What is the total estimated cost of construction: $ Cug g-o— I < Y l Note.The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equip7hent,prnjessionaifees,i clu inb any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be require 4oissuance ofthe CIO. 30. Estimated date of completion: (2) 3ia 1i19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 RESIDENTIAL LOT AREA COVERAGE Address: [0, QRUKOTD4 7?Iat E Section: f -q Block: / Lot: 3q 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% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT ` -,Sq. Ft. `C .J, Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building JJ (Including Attached Garage or Accessory Building) Sq. Ft. I Sq. Ft. b. Area of 1 s'Floor Divided By Area of Lot x 100 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tod 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 % % I attest to the vf my knowledge and belief,the above information is correct. c to 's gignaturc (3) 3121119 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 Fax(914) 939-5801 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: [V lek-'F Section: 1,35.ggBlock: / Lot:S q Zone:P—V IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards, sports courts, swimming pools,patios, sidewalks,ramps,terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD Area (sq.ft.)* Over Base R-35 15 Lot Area (%) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15A 35 16,001 to 20,000 5,560 25 R_12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 & larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area" is the minimum end of the lot size LR2-F 30 range in the"Lot Area" column k},D Area of lot: ZA5141 sq.ft. Existing Allowed Proposed Total impervious coverage = S q.fI. S . ft. Front impervious coverage = % % + 3 % 1 attest to the b my knowledge and belief,the above information is correct. 4 c ' e s gnature (4) 3121/19 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STRE'E'f RYL' BROOK,NY 10573 (914)939-0668 FAx(914)939-5801 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: jjf2LjNd,-zj22 9,6Liz' Section: /35. 4q Block: / Lot: MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area - 21,780) x 0.11478421 ]: a. Allowed = 62 6q-_) 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!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 VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE MUST/MG PROPOSED BEOIIr/RED FRONT: FRONT: FRONT: .44 R35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-ZO SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 R 15 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 JF 15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 R 12 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 0-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 lif=5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 IP2F SIDE: SIDE: SIDE:. 4.00 1 att st to the be m owledge and belief, the above information is correct. ,,,,,--) r hitect's gn ure ILt5) f/ 3l3/2020 BUICF —' MENT ECE � VEViOK 938 KING NY 10573 AUG - 4 2021 (914) 39-5801VILLAGE OF RYE BROOK 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 13E 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 COUNTY OF ER ) as: MnP :nV u G z2-c , residing at, f.S/ /hjj i L &,,l A,� ,VML . 6— ex f� (Print namf) (Address where you live) being duly sworn, deposes and states that 0 is the applicant above named, and further states that.("the legal owner of the property to which this Affidavit of Compliance pertains at; PO S 10Aq_QW_vra) , Rye Brook, NY. (.lob Addres�) Further that all statements contained herein are true, and that to the best o(Ai s 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. lature of Propert}C3wttc�I s 1 j {Print Name of Property Owner(sl! Sworn to before me this day of , 20,_-� tN«te�v I't� iC LUCY A STUART Notary Public Connecticut My Commission Expires Apr 30, 2025 3/21/19 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void, and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF , COUNTY OF)AMS ) as: _gyp fl-tJ 3D5424 C.2,7- , being duly sworn, dcpose�s andstates etteAc 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 (&is the PROS t for the legal owner and is duly authorized to make and ale this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best his hCrrknowledge 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 2a Sworn to before me this day of , 20_ day of , 20 ture of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Y,,/- Notary Notary Public LUCY A STUART Notary Public Connecticut [My ission Expires Apr 30, 2025. Ig) BUILDIN 9-OARTMENT D VI%A<.'E OF RYEOOK I 938 KING f ET RYE B�Rg7^� C,NY 10573 OCT _ 6 2022 WWI' ok:or VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: ^-� Approval Date: OCT 2 5 2022 ermit L "0 Application # �PSCQ7pa Approval Signature: ✓ ` ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: 14h BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: Amendment FeeA Permit Fee: -/ 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. �1. 1. Job Address: /0 4 � Existing Permit#:BF62,9 ' 5Q 2. Parcel ID#:O�,4 44' [-39( Zone: lt!�Original Approval Date: 3. Proposed Amendment(Describe in detail): }ll r3e�� ��� ?_G„jj' �` `Tp 1 Z=r1 I�i1fL , CIB� R64T 222k FI01 Sr'1-- IXL& s m 94 C YO_�7 4. Property Owner: �'t I (� �(•{� FA wr-2�5 - 1aj Address: Phone# Cell# e-mail(�1 ��(� Applicant: ©(,� Address: Phone# Cell# e-mail Architect/Engineer: Address: Phone# Cell#9'/4 1�Yl_57- 5. Occupancy;(I-Fam.,2-Fam.,Comm.,etc...)Prior to construction: y After construction: [� (� 6. Will the proposed amendment require the installation of a new,or an extension/modification to an existing automatic fire suppression system'? (Fire Sprinkler.ANSL System. FM-200 System,Type I Hood,etc...)Yes: No:JZ(ifyes,you must submit a separate Automatic Fire Suppression System Pcnnit application&2 sets of detailed engineered plans) 7. Will the proposed amendment disturb 400 sq.it.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Storm water Management Control Permit as per§217 of Village Code?Yes:_No:je!!!�'Area: t 8/12/2021 8. Will the proposed amendment require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:�(ifyes,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 ft of a Wetland as per§245 of Village Code? Yes: No: L-`(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:L/(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: 11"Iffyes,indicate: TIER 1: TIER ll: TIER III: (if yes,a Home Occupation Permit Application is required) 14. Will the proposed amendment result in additional square footage to the building or subject structure,and if so,provide such additional footage here. No (Please submit additional Bulk Regulation Application Pages for review) 15. What is the total added cost of the work associated with the amendment: S —(9- estimated cost shall include all site improvements,labor,material,scaffolding,fixed (The material and labor which may be donated gratis.) g equipment,professional fees,including any 16. N.Y.State Construction Classification: `�� N.Y. State Use Classification: 17. Estimated date of completion: zgz m 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.[ lease note that application fees are non-refundable. .***,►,�,►*. .*n�e t+k*first*t*wit*,r**,�*;1�,}fi�` �ix*,:*w**;,*x**w,►*#,►«,.***,►*,►«*x�r**w**wW**a*,�**�***�*****.,.w.,►« 15� OF , 'OUNTY OF 1 ) as: �j(eG/1`�,(✓h ' Zo(print name of individual signing as the applicant) , being duly sworn,deposes and states that he/she is the applicant above named, and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the(indicate architect,contractor,agent,attorney,etc.) 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. 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. Swots to before me this 1 Sworn to before me this day of .pf��1bPI , 20_:21� day of 20 nature of P perty Owner Signature of Applicant bhp � zza Print Name of Property Owner Print Name of Applicant Notary Public Notary Public =Commission HITLEY c my Feb 28]2027 R�I2^_Q21 i N N c H u M/1 C. V I M O M � W U O � \ o z " w F" C jy W W Ln < Q� C i � z x W a N v w � Ln 0-1 p wCA O *k w w w Z ) M w ■ V C7 A A GO = W 00 z w W � �a� �n g w V w w r Wa cn Aw N I< z o zV `n O : W Z z i G o W Q HCApaq zg h w c� a, •• UO W O z C O `" a zzo ` ~ " F $ ' U O W z • C7 q O � a ;, o z w z A G � " 0 0 CA a a w = < 4to t4t4 ago aa ago aa44 tog 4go44agog 4agog a9a46444 p BUILDING DEPARTMENT OCT — 7 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOtk,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 .._BUILDING DEPARTMENT www.Eyebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required t , FOR OFFICE USE ONLY BP#: o7a`O5�- EP#: Approval Date: OCT 1 1 Permit Fee: $ 3,_�_0 1 6 Approval Signature: Other: Application dated, /0-7 ac_), 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 be in conformance with all applicable eederal,State,County and Local Codes. 1.Address: Q ( l SBL:/35 Zone: )e—10 2.Property Owner: & �e (_ (� Address: Phone#: -7c�/e Cell#: email: 3.Master Electrician: - Address: S cU z4 t-f c, .�( Lic.#: 0 4hone#: o( 1 "4-1^7 a,996c#: email: w f j Company Name:,4-1(_,7cw+les,,6(ecNx eK Z Address: U 5: ) 4.Proposed Electrical Work/Fixture Count: �- l )\3 c ►--e— vl 2 r,J L -J L�� i.J U 2 J U' , 1 5.31 Party Electrical Inspection Agency: STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,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 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.) 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. Sworn to before me this Sworn to before me this day of ,20 day o ,20 Signature of Property Owner aa��re o'(f�`Applican Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 6/23/2022 STATE WIDE INSPECTION SERVICES, INC., Service With Integrity 0:0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# _ r��1 .. _ Date - \ Bldg Permit# _ f'�.,�;-'� —��� Scl Ft Plumbing Permit# Final Certificate# City/Village r Zip Building Dept. County l 1 S C .c < < ,y Address J �r 1 '� Cross Street Section Block Pot Owner Name/Address(If different than above) ^z Contact Number Basement ❑ 1st FI. 0 2nd FI. ❑3rd FI. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels 1P 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair - ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# t6n Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation I , i -�. F7RYEBROOK OF BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of Inspection additional items have been installed,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. Email Address �Gj p L 1'-C4 C _ Name: 4-i License# 41 Date Signature i Address /y, L- f ! �, , City/State! c� Zip Code V C� Company ( � Cw 1 t G 4-1 ; t Phone# ' ` `7--7 r'c7 Lb , State Wide Inspection Services 1080 Main Street C � MAY 10 2@23 I Fishkill, NY 12524 E 845 202-7224 Phone VILLAG GF RY'E EsROQlC 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@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: Albanese Electric, Inc. G&G Homeowners Corp 27 Sunny Ridge Road 10 Arlington Place Harrison, NY 10528 Rye Brook,NY 10573 Located at: 10 Arlington Place, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP22-242 Certificate Number: 2023-3237 Building Permit Number: BP22-052 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: 10 Arlington Place, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,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 4th day of May 2023. Name Quantity Rating Circuit Type Service 01 400AMP Meter 01 Panel 02 Grounding and bonding of service to current codes. Recessed Luminaires 78 Surface Mounted Lights 19 GFCI Counter Receptacles 16 TR Duplex Receptacles 45 Switches 42 HVAC Systems Central Air 02 Hot Water Tank 01 30AMP 220V Garage Heater 01 30AMP 220V Name Quantity Rating Circuit Type Propane Range Receptacle 01 Refrigerator Receptacle 01 Microwave Receptacle 01 Hood Receptacle 01 Wine Cooler Receptacle 01 Washer Receptacle 01 Propane Dryer Receptacle 01 Bathroom Exhaust Fans 04 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 � o w c� �, W � X " 0-4 w ON W vi a W CPA ^ N O .-. et MT 0" 4 of u w O W O `i Z v ■ Z o �1 f�L' \ vi o a x � z � Z N as ~ W C ► A }' w ,o a z o ,� o w u Z a w a o a n z p A w o c V � � 'NO z w W w 5ad CN V w F H !� 2 w inAd Z a�^ 1� V W O A v cz z o w . z a �. z Z w w $ °z � W a Ln a U en O z w '" z 1-4 on A o � .. o w a w � z w w of �I � a ►� � � w z � _ D BUIL �E E v� MENT VIL E OF RYE OK MAY 2 5 2022 938 KIN ' T RYE B ; ,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT .or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY EP #: Approval Date: MAY Permit Fee: $ Approval Signature: Other: Disapproved: (tea,are noa-refundable) ************************************************************************************************** Application dated, 6 8—Q* 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. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. q 1.Address: 10 f'l t N�Q4-0 V1 Pl rCt C� SBL: 1�7'/��13 / Zone:R—/O 2.Property Owner: A'Ca_�}g Q��jyS Address: I S I �$,pty�l���1 ��, C Phone#: dot g 9, ���Cell#: email: 3.Master Electrician I�>J �«��� � Address:-� Lic.#:' q0 6 Phone#: (it 4 77),94(: '4 Cell#: emailA 6 +R1 En 1r Co Company Name:A Si( Address S g 4.Proposed Electrical Work/Fixture Count: ►rl +w.� N w l�v v ':cam 3� S W !- S �-� �✓✓`� STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: AtrA(Z ,-j A I bon Q 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) � L state that(s)he is the legal owner of the property to which this application pertains,or that(s)hc is the G_12LT'N''t c-,l t5,w for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) 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. Sworn to before me this Sworn to before me this _V I day of 20 da f ck� ,20 �1, � ignature ropertywner O Si ature of scant t Name of Property Owner- Print Name of Applicabt Wldw N >f'M7'!q �� U Qv j j�M�u W L IIV er Comte Qu •1Varlte6eN ComrWWN E* *A2 Comssion Byitra July 21,20 8/12/2021 Westchester Rockland Electrical Inspection Services, Inc. -- Phone: 914-347-3595 DO NO:WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue ��� Fax: 914-347 96..., 7 Elmsford, NY 10523 BUI;70 No. TEMP# D CITY OR VILLAGE ��. ` ZIP CODE TOWNSHIP 1PO �- STREET AND NO.OR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME L BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FL . NO. I H.P.EACH NO. WATTS EACH INSPECTION r ONSIDE � � _ �� ii LP BASEMENT I FL. ; MAY 2-FIL ' 3-FL BUILDING DEPARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPUCATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS,INC. IS NOT USTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW O ADDITIONAL C EXPOSED P CONCEALED O MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD L7 UNDERGROUND AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY --�, DATE OF APPLICATI N SIONATURIE OF APPLICANT `STREET ADDRESS � �J t'TELEPHONE NO. � Cr � ('T r CRY OR POST OFFICE '/ ZIP CODE LICENSE NO.WHEN APPLICABLE c c w a ■ W n n " � � a u rw 0-4 a � E" W �t U Q a L y Ho � W s - Z w i O L Ln ooON Ln w00 O eq Uw F o c ce w U0-4 1 M tq `n a o_ .. C E 0-4 f w 96 9 ' U c N �+ 67 x 0 � H t BUILDING DEPARTMENT VILLAGE OF RYE BROOK R MAY 11 2023 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.ryebrook.org I_ BU!LDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required l ) FOR OFFICE USE ONLY BP#: C�Q-D EP#: Approval Date: MAY 3 Permit Fee: $ Approval Signature: Other: Application dated, 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 be in conformance with all applicable Fe&r�11 State,County and Local Codes. 1.Address: ItihmI SBL: >> - 3 9 Zone:e/0 2.Property Owner: Address: Phone#: Cell#: email: 3.Master lectrici(an/Licensed Installer:. ( Address. �I Lic.#: �O V Phone#: Cell#: 1 �U email: Company Name:T/-r sy-�, c+c\1 Address: 4.Proposed Electrical Work/Fixture Count: 5 ►My) C� Wlc� 5.31 Party Electrical Inspection Agency: STATE OF NEW YORK COUNTY OF WESTCHESTER ) as: `(i/ �**ly swom,deposes and states that he/she is the applicant above named,and does further (print name o individual as the appli y state that(s)he is they� �� (�j j -Q—for the legal owner and is duly authorized to make and file this application. (ems r Ele /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.o Sworn to before me this Sworn to before me this I day of ,20 day of ,20�_ Signature of Property Owner ;ZAtdreib�_ pp cant, A(�c-A-j� Print Name of Property Owner ame of Applicant Notary Public Notary Public,state of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29,262-7 3/3/2023 eSTATEWIDE INSPECTION Service Willi liliegriiJ' ISI Main Street,Fishkill, NY 12524 1 email:office@swisny.coni SWIS JOBAPPLICATION tel845.202.72241 • • 1•21 SWISNY.com I SWISTraining.coni Office Use Elect.Permit# _ / / Date Bldg Permit#� j j � 1 — Utility ID# Final Certificate# City/Village Zip Townsh' , County 1. p Address) Q (.' 1 Cross Street Section Block Lot Owner Name/Address(If different than above) 9 c, \ Contact Number �6asement 0 1st FI. 2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside ❑Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information 2023 JD VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,H at any time of inspection additional items have been installed,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 Dat �� , a Signature Address City/State 1 Zip pcl5 } License# Phone# ! ` v d REcE �wE State Wide Inspection Services C 1080 Main Street MAY 19 2023 Fishkill, NY 12524 845 202-7224 Phone TO VILLAGE OF RYE BROOK 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES ' BUILDING DEPARTMENT Email: office@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: Albanese Electric, Inc. G&G Homebuilders Corp 27 Sunny Ridge Road 10 Arlington Place Harrison, NY 10528 Rye Brook, NY 10573 Located at: 10 Arlington Place, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 23-111 135.44 39 Certificate Number: 2023-3573 Building Permit Number: BP 22-052 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: 10 Arlington Place, Rye Brook, NY 10573 The Basement, First Floor&Second Floor 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 17`h Day of May 2023. Name Quantity Rating Circuit Type C/O Smoke Combo 01 Smoke Detectors 04 Heat Detectors 01 Officer: Frank J. Farina This certificate may not be altered in any vray and is validated only by the presence of a seal at the location indicated.This certificate is valid for ,vork performed on the date of inspection only. a i i = N � N 00 O CV N N � rT1 R+ •n a "o H an � w y 0--4 •� V C a; W v o ~ o H Z Z w z go O J N a � ? w v� L400 w O F' oo W c tn w° V i. N � Q U rl 4t a Uz ,u x V � O w00 V U _ 1 ^ • C Q o zz og z w ca H o off cnc z o cn a W z H8 V 0 '� �r y1q W o+ o z zw CA � H A o � Q CIO ►- � w x 4+4iCPC4A4&4A04+4144A4&t.4A$4$44A4+41414149 I44449444t4;66��$400414C�44 D � � FEE IV BUILDING DEPARTMENT JUN:2:9:202:2 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT www.rycbrook.org PLUMBING PERMIT APPLICATION Q f FOR OFFICE USE ONLY BP#: C:) a—(� � PP#: Approval Date: Permit Fee: $ Approval Signature: JUN 2 9 MZ Other: Disapproved: (fees are non-refundable) *********************************** ************************************************************ Application dated, ra 9--)1 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 C�o/unty1and Local Codes. Q 1.Address: fd Air 1 r 1) 7 1Q f-y 4 Pj y¢. 9 �����k , /N Y SBL: �36 1 7 1/—3 / Zone: "—�0 2.Proposed Work: k 1 fi 1�h g y /et"✓1 d r yTe O �� r—f YDU✓t aa CA_ a v Y Qfih fooNi S 3.Property Owner gcL& }� ���►1sJrea'� Address:L 5'1 1r-�lww���c3✓b �9e. a'rgg—,eNtois, Ct- Phone#: Cell#:4Z>l email:NO-A ) ejoyn 4.Master Plumber: Fe_e y7 e rl A o $, r-cek g A 11 Address:j S La E a S t A IN _3 n—N WE fe f In'n 5 J Lic.#: Phone#: Cell#: (9/Q S 6 5.1,q.)Semail: F i Yi.-Aan.l v%9/70 of DI. Cv."7 Company Name: F,$, ?)Up"k,'O9 ea't,»!9 -Address:j rake. sf AP+.I])-A/ IAW16j f 6_ ?ja;✓t 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 1 r r 1st Floor 2nd Floor 3'd Floor 4m Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: W n to ,r hna►+[_4' , P Y© P 01 n r get S I 'fi C_ Fp (Notarized Signatures Required Next 2 Pages) -1- 8/12/2021 C� STATE Pp"n Z z p 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 hoe the O�lv e42- 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 o(h�iher 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. T Swom to before me this J Sworn to before me this 6//7C day of ,20 c��-- day of u,20 S' ature of Property Owner Signature of Applicant Print Name of Property Owner ,C ►y��j/1 Print Name of Applicant otary Pu No. LUC:Expires UART A M SAL -AR Notblic NOTARY PUBLIC.S-I:�iE.OF NEW YORK Cocut Registration No.01SA6365173 My Commission Apr 30, 20Jt Qualified io\Vuichestcr County Commission Expires 10-02-2025 '1"nis appl c 1 so e ced in its entirety and must inc u e e notanzed signatures)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- 8/12i2o21 • R �C� [E BUILDING DEPARTMENT DD € VILLAGE OF RYE.BROOK J EUN 9 A22 938 KING STREET RYE BR40K,NY 10573 _ (914)939-0668 VILLAGE OF RYE BROOK 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 NOTAR/IZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NE�"-..—Yr��,COUNTY OF ) as: (4 0 V� n a' Z-ZQ ,residing at, ( S L 14A VAJ --a e �i'�.►•t�t (Print name) (Address where you live) C14 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; /D `/�,/��� ;/ , 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. ( ' lure of Pro Owner(s)) c (Print Name of Property Owner(s)) Sworn to before me this day of (No� . LUCY A STUART Notary Public Connecticut My Commission Expires Apr 30, 2025 -3- 8/12/2021 . a i 1 V, a r 00 00 F Q a J H M Iya In u w O 1 � Ln H M w M ll .0.\ n p > O 1 � 272 00 g .Ln a �00 O 0-0 u 00 z � w o °' C p • A �1 C1 F+ 1 E ea 5 i FI+�1 rr hh 00no t �j ai V a d Q C r tC i °6 m L V � ON 00 M�1y� M cc) W w w .aR\� � �' VCe w � w � a ] xa O N o zz .� � o1 � ^ a N O n � � u i V h�i x N 5 K d-u I u g �qq0 0H yV a ~ F " o O w � o �-, d 0 p C o 444494; 6 ( C 4 t E s BUILDING DEPARTMENT R VILLAGE OF RYE BROOK AUG 16 2022 3D 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK www.ryebrook.ory,. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: _ pp AUG 1 8 102 P :� -�5a MP#: Application Fee: $ �� Approval Date: n Approval Signature: Permit Fees: Disapproved: Other: D.O.H.APPROVAL REQlWRED FOR BACKFLOW PREVENTION� l Application dated: 7-v YL is hereby made to the Building Inspector of the Village of Rye Brook NY for the issuance of a Permit to i stall cfr modify a Fire Suppression/Fire Sprinkler System as per detailed statement described below. 1. Job Address: l / r/.,AJ 4�(3yi d(C e Zy(F t Jrad to N,% 2. Parcel I.D.: /3S — —3 Zone: > 3. Proposed Work(Describe system in detail including suppression agent): i7 �� S l 4. Number&Types of Fire Sprinkler Heads: 5. N.Y State Construction Classification: �� T3 N.Y.State Use Classification: 6. Estimated Value of Job: $ / .S OD (Value shall include all labor,materials,fixed equipment,professional fees,and materials and labor which maybe donated grraatis.)- - / w ' 7. Property Owner:G j {-}Q,ty!Q Aex—S Address: /$'/ ,19/r!,46 And Ce_new�+ :cam `vL Phone# Cell# , Z �S oZ � email: . �si ZZ o`c (F qY� •COM Applicant: 1;zZ0 Address: t 9-1 NAm,/Aw! At--,-- OweoptU_uell Phone# Cell#aOl ` q —7�e74Q email: Architect/Engineer: /-,IE ;2r6� 41dn /7. e..St!jN Address: /Y De'que ' Phone# RqSV Cell# email: Sprinkler Contractor:k 0 sil�t ,;,.� GJ pl, i✓ �js Address:,375 (M t�"�' Phone# 3. S SJ.)-3 Cell# (a 136� email: e,/Z--, �o t sit 2/202 t This application must be properly completed ;n 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 face are non-refundable. Conn r c_�LAB+ fu,r STATE OF LINTY OF TefffisfFR j as: ?.Z.) ,being duly sworn, deposes and states that he/she is the applicant above named. (print name of individual 6grring as the applicant) t) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)ht; is the ._for zhe legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,ataotney,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 specificadons,as well as in accordance xith the New York State Uniform Fire Prevention &Building Code,the Code of the Village of Rye Brook and all ether applicable laws;ordinances and regulations. Sworn to before me this Q to ` I�.�j r,�, � Sworn to before me this�day of__,`�`� �� -�._� day of_ �4 Ji .itr. SiVAttum of Applicant �Zc7 _ Pa.,Se,l�b Print*Name of Pr Owner ��Y Print Name of Applicant Notary Public lie MAGGIE YANG SERANA F EDWARDS Notary Public Notary Public-State of New York Connecticut NO.01ED6434559 My Commission Expires Apr 30, 2027 Qualified in Westchester County My Commission Expires Jun 6. 2026 Of y0 HYDRAULIC CALCULATIONS Q' �W11 SLIgM FOR 61 0 PROPOSED SINGLE FAMILY HOME00 L� 10 ARLINGTON PLACE i� RYE BROOK, NEW YORK 10573 0592�Z A DATE: May 3, 2022 JOB NAME: Proposed Single Family Home G lao as LOCATION: 10 Arlington Place - Rye Brook, New York 10573 JOB NUMBER: J-1931-22 DRAWING NUMBER: 1 OF 1 SYSTEM NUMBER: 1 OF 1 CALCULATED BY: Jamie Koutsoftas CEILING HEIGHT: 10'-0" -SYSTEM DESIGN DATA- CODE: N.F.P.A. #13D REVIEW AGENCY: Local Authority OCCUPANCY CLASSIFICATION: Residential Hazard CONSTRUCTION TYPE: Wood Frame SYSTEM TYPE: Wet Tree DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: Second Floor -. Bedrm/WIC NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers (16'xl6' ) FLOW AND PRESSURE (@ BOR) : 26.8 gpm @ 40.7 psi FLOW AND PRESSURE (@ SUPPLY POINT) : 26.8 GPM @ 62 .0 PSI TYPE OF SPRINKLER CALCULATED: Make: Reliable Model: Concealer SPRINKLER ORIFICE and THREAD SIZE: Orifice: 1/2" Size: 1/2" Thread SPRINKLER K-FACTOR: 4 . 9 Tempreture Rating: 165 Degree -WATER SUPPLY TEST INFORMATION- Source: City Supply Test By: Suez Westchester, Inc. Location: Arlington Place, Rye Brook Elevation: 0 ' Static: 90 psi NOTES: [RE\� j P LA D (� AT JUI 1�?Z.+.. VILLAGE OF RYE BROOK EUILDING DEPARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/30/2022ATIONS\REV 5-03-22\10 ARLINGTON PLACE (SYS 1) -REV5-3-22.SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME WATER SUPPLY ANALYSIS Fixed Source Pressure: 90.00 psi 100.0 1 LEGEND 80.0 1 Available pressure 90.00 psi @ 26.8 gpm G A 2 Required pressure U 62 .04 psi @ 26.8 gpm G E 60.0 2 A. Source Supply Curve P B. System Demand Curve R E S 40.0 S U R E 20.0 B p s i 0.0 ---------------------------------------------- -14 .7 20 30 40 50 60 70 80 90 100 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/30/2022ATIONS\REV 5-03-22\10 ARLINGTON PLACE (SYS 1)-REV5-3-22.SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE (N/A) 90.0 (N/A) 90.0 26.8 62 .0 Available pressure is 28.0 psi (31%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 35.0 K= 4 .90 7 .0 13.0 S2 35.0 K= 4 . 90 7 . 9 13.8 Al 35.0 - - - - 9.2 - - - A2 35.0 - - - - 10.4 - - - A3 35.0 - - - - 13. 9 - - - A4 35.0 - - - - 14 .8 - - - A5 25.0 - - - - 22.7 - - - A6 25.0 - - - - 25.5 - - - A7 15.0 - - - - 33.3 - - - A8 15.0 - - - - 37 .4 - - - M1 12 .0 - - - - 39.2 - - - M2 9.0 - - - - 40.7 - - - M3 9.0 - - - - 55.7 - - - M4 8 .0 - - - - 56. 6 - - - M5 0.0 - - - - 60. 6 - - - SOURCE 0.0 SOURCE 62.0 26.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/30/2022ATIONS\REV 5-03-22\10 ARLINGTON PLACE (SYS 1) -REV5-3-22 .SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME NFPA5 PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 1 4 . 90 13.0 Disch 15.00 150 0. 9 S2 35.0 7 . 9 0.0 F1.000 2E:14 .0 14 .00 -0.0 S1 35.0 7 .0 13.0 1 .101 29.00 0.031 0. 9 Pipe: 2 4 . 90 13.8 Disch 5.00 150 1 .3 Al 35.0 9.2 13.0 F1 .000 T: 6.0 6.00 -0.0 S2 35.0 7. 9 26.8 1 .101 11 .00 0.117 1.3 Pipe: 3 0.0 0.0 3.00 150 1.2 A2 35.0 10.4 26.8 S2 F1 .000 E: 7 .0 7.00 -0.0 Al 35.0 9.2 26.8 1 .101 10.00 0. 117 1.2 Pipe: 4 0.0 0.0 18.00 150 3.5 A3 35.0 13. 9 26.8 Al F1 .000 2T: 12.0 12 .00 -0.0 A2 35.0 10.4 26.8 1 .101 30 .00 0.117 3.5 Pipe: 5 0 .0 0.0 2 .00 150 0 . 9 A4 35.0 14 .8 26.8 A2 F1 .000 T: 6.0 6.00 -0.0 A3 35.0 13. 9 26.8 1 . 101 8.00 0. 117 0.9 Pipe: 6 0.0 0.0 10.00 150 7.8 A5 25.0 22 .7 26.8 A3 F1.000 2E: 14 .0 20.00 4 .3 A4 35.0 14 .8 26.8 1 .101 T: 6.0 30.00 0 . 117 3.5 Pipe: 7 0.0 0.0 10.00 150 2 .8 A6 25.0 25.5 26.8 A4 F1 .000 2E:14 .0 14 .00 -0.0 A5 25.0 22 .7 26.8 1 .101 24 .00 0. 117 2.8 Pipe: 8 0.0 0.0 10 .00 150 7 .8 A7 15.0 33.3 26.8 A5 F1 .000 2E: 14 .0 20.00 4 .3 A6 25.0 25.5 26.8 1 .101 T: 6.0 30.00 0.117 3.5 Pipe: 9 0.0 0.0 15.00 150 4 .1 A8 15.0 37 .4 26.8 A6 F1 .000 2E:14 .0 20.00 -0.0 A7 15.0 33.3 26.8 1 . 101 T: 6.0 35.00 0.117 4 . 1 Pipe: 10 0.0 0.0 4 .00 150 1 .8 Ml 12 .0 39.2 26.8 A7 F1 .500 E: 9.0 23.00 1 .3 A8 15.0 37 .4 26.8 1 .598 C:14 .0 27.00 0.019 0.5 Pipe: 11 0.0 0.0 3.00 120 1 .5 M2 9.0 40.7 26.8 A8 A1 .500 E: 4 .0 5.00 1 .3 M1 12 .0 39.2 26.8 1 . 610 G: 1.0 8.00 0 .028 0.2 Pipe: 12 0.0 Fixed Pressure Loss Device M3 9.0 55.7 26.8 M1 15.0 psi, 26.8 gpm M2 9.0 40.7 26.8 Pipe: 13 0.0 0.0 E: 4 .0 3.00 150 0.9 M4 8.0 56. 6 26.8 M2 L1 .500 T: 9.0 14 .00 0.4 M3 9.0 55.7 26.8 1 .505 G: 1 .0 17.00 0.026 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/30/2022ATIONS\REV 5-03-22\10 ARLINGTON PLACE (SYS 1) -REV5-3-22.SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node E1 (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 14 0 .0 0.0 8 .00 150 4 .0 M5 0 .0 60 . 6 26.8 M3 L1 .500 3E: 12 .0 13.00 3.5 M4 8 .0 56. 6 26.8 1 .505 G: 1 .0 21.00 0 .026 0 .5 Pipe: 18 Source 0.0 2E: 8.0 35.00 150 1.4 SOURCE 0 .0 62 .0 26.8 M4 K1.500 T: 8.0 17.00 -0 .0 M5 0.0 60 . 6 26.8 1 .481 G: 1 .0 52 .00 0.028 1 .4 NOTES (HASS) : (1) Calculations were performed by the HASS 2021 D computer program in accordance with NFPA13 (2020) under license no. 64621632 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.0 ft/sec at pipe 2 . (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 90.00 psi with a flow of 37 .42 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NTee -------------------------------------------------------- F F45E11 1 . 610 4 .00 8 .00 2 .00 9.00 6.00 1 .00 10.00 10.00 8.00 2 .00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/30/2022ATIONS\REV 5-03-22\10 ARLINGTON PLACE (SYS l) -REV5-3-22.SDF JOB TITLE: PROPOSED SINGLE FAMILY HOME PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.101 1 .40 7 .00 6.00 1.70 1 .00 8.00 0.40 1 .598 2 . 10 9.00 8.40 2.70 1.00 14 .00 1.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1 .481 4 .00 8 .00 2.00 3.00 0.50 9.00 0.00 8.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1 .505 4 .00 9.00 2.00 3.00 0.50 10.00 0.00 9.00 r r O w ti u Gll " v IT t7 L F� M v -` Z Ln _ ` l � A • p l- o >1 o7o od a Ln -o O q W CN i LO ItT 6011, 0 0 E co C' uO p v w a SO E � f en _ � W .a F' � U e� � as W w d w �, �-� � o 41 x ^ � a Oo x N r u u y .. �]. p 0 a a 5 € ° : Ri O F ' a a F 2 A n uuQ `" � v W � � F A C7 O � .�". °• v o t r • BUILD �6lJ &-: TMENT ffH1JUN VIL)i,� E OF RY BROOK 938 KING STREET RvE BROOK,NY 10573 21 2022 (914)939-0668 FAX (914)939-5801 �NNN .rvebrc3Worlr = OF RY` BROOK _..:...._ L iUiLD1PJG DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: f Q l Approval Date. U N 2 22 Permit Fee:$ Approval Signature: Other: Disapproved: (fees are non-refundable) REOUIREiMENTS 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 u U26.3/or Nt'State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the AVA 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 regulations. ,Q /� �Ie L �j�/ qI. Address: IoAI,11rfl�/Ivy) Ply �XQO 4 A SBL. �3J/ / / "1—3 /Zone: 2. Property Owner:Gd�' iAod`Rae— 16y k1AQ,P'S Cap, Address. Phone#: 0/ 'J��` 7 C/ell#: CSC C'_ email:��-/,�,/[ZZDa/Q��,,�,� 3. Contractor: ps u S /7�l%/`a r l / L � Address: #e /7,�/� 6w Phone#: ,�o/y/5'_"3�0 ,�/�� Cell/#: email:_`,r�/h./•/2d J�6,�/� �/�C/l 4. Applicant: Yu k-os e Ma^,/eQG/ " Address: r�AW1 h2 A L; Y Phone#: 116 3VO `6 6 6 3 Cell#: email:.&41 /kin 5. Scope of Work:New Installation( )•_R/eplacement(/)•Removal( )•Other( ): 6. List Equipment: a2 /e Gj l S 7 Ok Q t� ��1�'1 d�lS��3' & 1J _ C� s 7. Location of Equipment: A,19— 8. Method of Installation/Removal(list all equipment needed to perform job): I 3/21/19 STATE OF NEW YO COUNTY OF WESTCHESTER ) as: <S�n t1 Z 7—n ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 0( 21Iye4Z- 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 I Sworn to before me this day of .,I.AA ,20 122 day of ��vie ,20 CAS' Xature of Pr rty Owner Signature of Applicant Print Name of Property Owner t Name of Applicant l Nota Public Notary Public S TYLER ANDREW WHITLEY Notary Public,State of New York Notary Public No.01ME6160063 Connecticut Qualified in Westchester County My Commission Expires Feb 28, 2027 Commission Expires January 29,20 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 ni its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/21/19 Ruud Air Handlers Ruud Standard Air Handler 3-ton RH1P- Series PSC Motor Efficiencies up to 15 SEER RH10*- Series Constant Torque Motor Efficiencies up to 15 SEER s ® ® `@W • Versatile 4-way convertible design for upflow,downflow, horizon- • All models meet or exceed 330 to 400 CFM [156 to 189 L/s] tal left and horizontal right applications. per ton at.3 inches [.7 kPa]of external static pressure. • Factory-installed indoor coil. • Enhanced airflow up to .7"external static pressure. • Sturdy cabinet construction with 1.0 inch [25.4 mm] of foil faced • Evaporator is constructed of aluminum fins bonded to internally insulation for excellent sound and insulating characteristics. grooved aluminum tubing. • Field-installed auxiliary electric heater kits provide exact heat for • Cabinet air leakage less than 2%at 1 inch H2O when tested in indoor comfort. Kits include circuit breakers which meet U.L. and accordance with ASHRAE standard 193 cUL requirements for service disconnect. • 11/2 ton [5.3 kM through 5 ton [17.6 kVV] models are between 421/2 to 551/2 inches[1080 to 1410 mm]tall and 22 inches [559 mm]deep. *RH 1042215TAI JA Model Only FORM NO.H22-552 REV 3 Table of Contents RH1P/RH10 Series TABLE OF • EngineeringFeatures ......................................................................................3 Model Number Identification............................................................................4 Dimensional Data ........................................................................................5-6 Airflow Directional Data ..................................................................................7 Airflow Performance Data ..........................................................................8-13 ElectricalData ........................................................................................14-17 ElectricalWiring............................................................................................18 Accessories............................................................................................................18 LimitedWarranty ..........................................................................................19 Engineering Features RH1P/RH1Q Series Engineering Features RH1P/RH10-Series • The most compact unit design available, all standard heat air • Coils are constructed of aluminum fins bonded to internally handler models only 421/2 to 551/2 inches[1079 to 1409 mm]high. grooved aluminum tubing. • Attractive pre-painted cabinet exterior. • Coils are tested at the factory with an extensive refrigerant • Rugged wall steel cabinet construction,designed for added leak check. strength and versatility. • Coils have copper sweat refrigerant connections. • 1.0"foil faced insulation mechanically retained in blower • Coils utilize chatleff metering device connections. compartment for excellent thermal and sound performance. . Molded polymer corrosion resistant condensate drain pan is • Four leg blower motor mount. provided on all indoor coils. • Blower housing with controls,motor and blower. Slide out • Supply duct flanges provided as standard on air handler cabinet. design for service and maintenance convenience. • Provisions for field electrical,connections available from either • Traditional open wire element design for heat applications. side or top of the air handler cabinet. • Field convertible for vertical downflow,horizontal left hand or • Connection point for high voltage wiring is inside the air han- right hand air supply. dler cabinet.Low voltage connection is made on the outside • 3 combustible floor base accessories fit all model sizes when of the air handler cabinet. required for downflow installations on combustible floors. • Concentric knockouts are provided for power connection to • Indoor coil design provides low air side pressure drop,high cabinet. Installer may pull desired hole size up to 2 inches performance and extremely compact size. [51 mm]for 1112 inch[38 mm]conduit. • Expansion valve on indoor coil provides for operation with air • Front refrigerant and drain connections. conditioning. [ ]Designates Metric Conversions Model Number Identification RH1P/RH1Q Series R H 1 P 24 17 S T A N A A *** Z Option Code(see ADS-3803) Blank=None Minor Series A=First Voltage A=115/1/60 D=480V/3/60 J =208/240/1/60 Controls C=Communicating N=Non-Communicating Major Series A=First Metering Device T=TEV E=EEV P=PISTON Coil Efficiency S=Standard M=Medium H=High Width 17=17.5" [431.8 mm](600-1200 CFM) 21 =21"[533.4 mm](800-1600 CFM) 24=24.5" [609.6 mm](1400-1800 CFM) Nominal Capacity 18=18,000 BTU/H[5.27 kW] 42=42,000 BTU/H[12.31 kW] 24=24,000 BTU/H[7.03 kW] 48=48,000 BTU/H[14.06 kW] 30=30,000 BTU/H[8.79 kW] 60=60,000 BTU/H[17.58 kW] 36=36,000 BTU/H[10.55 kW] Motor Type P=PSC Q=Constant Torque Stages of Air Flow 1 =Single Product Category H=Air Handler Ruud [ ]Designates Metric Conversions Available Models at 115V A Voltage Available Models at D Voltage RH1P1817STANAA RH1P3617STANDA RH1P2417STANAA RH1P4221STANDA RH1P3017STANAA RH1P4821STANDA RH1P3617STANAA RH1P4824STANDA RH1P4221STANAA RH1P6024STANDA RH1P4821STANAA Available Models at 218V J Voltage RM P1817STANJA RH1P2417STANJA RH1P3017STANJA RHIP3617STANJA RH1P3621STANJA RH1P4221STANJA RH1P4821STANJA RH1P4824STANJA RH1P6024STANJA RH104221STANJA 4 RELY ON ■ Dimensional Data RH1P/RH1Q Series Unit Dimensions - - SUPPLY AIR NOTE:24"CLEARANCE REQUIRED IN FRONT OF NIA,EXIT`'"°"t""`;s',E UNIT FOR FILTER AND COIL MAINTENANCE. HIGH VOLTAGE CONNECTION'/i 122.2 mmj. t'hY 127.8 mml,tutu'150mm1 OIA HNOCNOUTS.a\� 62 11 12 m•o W\\\\\ \ �\ A\ LOW VOLTAGE CONNECTION VC 115.9-1 AND 1,C 122.2 mm1 KNOCKOUT \� Return Air Opening Dimensions Model Return Air Return Air Opening ti G Ca net Size Opening Width Depth/Length (Inches) (Inches) 00 17 157/8 193/4 21 193/8 193/4 24 227/8 193/4 H AUXILIARY DRAIN CONNECTION i1119.1 mm1 FEMALE PIPE THRj(NPT) HORIZONTAL APPLICATION ONLY PRIMARY DRAIN CONNECTION N:119.1 mm1 FEMALE PIPE THRAUXILIARY DRAIN CONNECTION119.1 mm1 FEMALE PIPE THRUPFLOW'DOWNFLOW APPLICATI 14T 1495 mmj I RETURN AIR OPENING 2t��nd LIQUID LINE CONNECItON T551 mml COPPER(SWEAT) VAPOR LINE CONNECTION COPPER(SWEAT) UPFLOW UNIT SHOWN: UNIT MAY BE INSTALLED UPFLOW,DOWNFLOW, HORIZONTAL RIGHT OR LEFT AIR SUPPLY. HORIZONTAL ADAPTER KIT 515/16" [151 mm] 4116" 31/16" [705 mmj[76 mm] 13lts�[48 mnT] 1 1 1/9"[29 mm] Ph6" [27 mm] 13/8" [35 mm] VAPOR LINE 213116" CONNECTION [71 mm] 51/4" [133 FOOD] AUXILIARY HORIZONTAL 53/9 DRAIN CONNECTION [136 mm] PRIMARY DRAIN CONNECTION `LIQUID LINE VERTICAL DRAIN PAN CONNECTION AUXILIARY UPFLOW/DOWNFLOW--I DRAIN CONNECTION UPFLOW UNIT SHOWN: UNIT MAY BE INSTALLED UPFLOW, DOWNFLOW,HORIZONTAL RIGHT OR LEFT AIR SUPPLY. [ ]Designates Metric Conversions ( )Designates Unit with Double Coil Cabinet Dimensional Data RH1P/RH10 Series Unit Dimensions&Weights Refrigerant Connections Air Flow Unit Weight/Shipping Weight Model Sweat(In.)[mml ID Unit Unit Supply CFM(Nora.)[Us] (Lbs.)[kg] Size Width Height Duct RH1P Liquid Vapor "W"In.[mm] "H"In.[mml "A"In.[mml Lo Hi Unit WithCoil(Max.KIN) 1817ST/2417ST 3/8[9.53] 3/4[19.05] 171/2[445] 421/2[1080] 16 [4061 600[283] 800[3781 81/95[37/431 3017ST/3617ST 3/8[9.531 3/4[19.05] 171/2[445] 421/2[10801 16 [4061 1000[472] 1200[566] 90/104141/471 3621ST 3/8[9.53] 7/8[22.23] 21 [533] 421/2[10801 191/2[495] 1200[566] — 109/124[49/561 4221ST/4821ST 3/8[9.53] 7/8[22.23] 21 [533] 501/2[12821 191/2[495] 1400[661] 1600[755] 1 30/1 46 159/661 4824ST 3/e[9.53] 7/8[22.231 241/2[622] 501/2[12821 23 [584] 1600[755] — 143/161 1651731 6024ST 3/8[9.53) 7/8[22.23] 241/2[622] 551/2(1410] 23 [584] — 1800[8501 164/181 [75/821 'Maximum dehumidification airflow. Unit Dimensions&Weights Refrigerant Connections Air Flow Unit Weight/Shipping Weight Model Sweat(In.)[mml 10 Unit Unit Supply CFM(Nora.)[Usl (Lbs.)[kg] Size Width Height Duct RH10 Liquid Vapor "W"In.[mm) "H"In.[mm) "A"In.[mm] Lo Hi Unit WithCoil(Max.KIN) 4221ST 3/8[9.53] 7/8[22.23] 21 [533] 501/2[12821 191/2[495] 1400[661] 1600[755] 128/144[56/65] [ ]Designates Metric Conversions 6 RELY ON f PumpsHeat Ruud .. . Series SeriesRuud Achiever' Heat Pump 3-ton RP14 Series Efficiencies up to 14 SEER/11.5 EER 8.2 HSPF o Nominal Sizes l y2 to 5 Ton [5.28 to 17.6 kW] Cooling Capacities 17.3 to 60.5 kBTU I [5.7 to 17.7 kW] ® ®fps ._:_. Lam "Proper sizing and installation of equipment is critical to achieve optimal performance." • New composite base pan-dampens sound, captures louver • Integrated heat pump lift receptacle-allows Standard CPVC panels, eliminates corrosion and reduces number of fasteners stands to be inserted into the base needed • PlusOneT^"Triple Service Access- 15"wide, industry lead- • Improved tubing design-reduces vibration and stress, making ing corner service access-makes repairs easier and faster. unit quieter and reducing opportunity for leaks The two fastener removable corner allows optimal access to • Optimized defrost characteristics-decrease defrosting and internal unit components. Individual louver panels come out provide better home comfort once fastener is removed, for faster coil cleaning and easier • Powder coat paint system-for a long lasting professional finish cabinet reassembly • Optimized reversing valve sizing-improves shifting perfor- • Diagnostic service window with two-fastener opening- provides access to the TXV valves and the heat pump reversing mance for quieter unit operation and increased life of the system valve before opening the unit. • Enhanced mufflers-help to dissipate vibration energy for a External gauge port access-allows easy connection of quieter unit operation "low-loss"gauge ports • Scroll compressor-a sound abating feature added to the com- . Single-row condenser coil-makes unit lighter and allows thor- pressor significantly reduces noise when system transitions in ough coil cleaning to maintain "out of the box"performance and out of defrost mode • M 35%fewer cabinet fasteners and fastener-free base-allow for Modern cabinet aesthetics-increased curb appeal with visu- faster access to internal components and hassle-free panel ally appealing design removal • Curved louver panels-provide ultimate coil protection, a Service trays-hold fasteners or caps during service calls enhance cabinet strength, and increased cabinet rigidity • Optimized fan orifice-optimizes airflow and reduces unit ' service code-provides technical information on demand for faster p p service calls sound • Fan motor harness with extra-long wires-allows unit top to be • Rust resistant screws-confirmed through 1500-hour salt spray removed without disconnecting fan wire testing • PlusOneTm Expanded Valve Space-3"-4"-5" service valve space-provides a minimum working area of 27-square inches for easier access FORM NO.P22-806 REV.12 Table of Contents RP14 Series TABLE OF CONTENTS StandardFeature Table............................................................................................3 AvailableSKUs ........................................................................................................3 Features&Benefits ..............................................................................................4-5 Model Number Identification ................................................................................6-7 PhysicalData............................................................................................................8 ElectricalData ..........................................................................................................8 Accessories..............................................................................................................9 WeightedSound Power............................................................................................9 UnitDimensions......................................................................................................10 Clearances..............................................................................................................11 WiringDiagrams ....................................................................................................12 Application Guidelines............................................................................................12 Refrigerant Line Size Information......................................................................13-16 Performance Data ..................................................................................................17 GuideSpecifications..............................................................................................18 LimitedWarranty ....................................................................................................19 Standard Feature Table/Available SKUs RP14 Series Standard Feature Table Feature 18 24 30 36 42 48 60 R-410a Refrigerant J J J J J J J Maximum SEER 14 14 14 14 14 14 14 Maximum EER 11.5 11.5 11.5 11.5 11.5 11.5 11.5 Scroll Compressor J J J J J J J Field Installed Filter Drier J J J J J J J Front Seating Service Valves J J J J J J J High Pressure Switch J J J J J J J Low Pressure Switch J J J J J J J Internal Pressure Relief Valve J J J J J J J Internal Thermal Overload J J J J J J J Long Line capability J J J J J J J Low Ambient capability with Kit J J J J J J J 3-4-5 Service Valve Access J J J J J J J Composite Basepan J J J J J J J 2 Screw Control Box Access J J J J J J J 15"Access to Internal Components d J J J J J J Quick release louver panel design J J J d J J J No fasteners to remove along bottom J J J J J J J Optimized Venturi Airflow J J J J J J J Single row condenser coil J J J J J J J Powder coated paint J J J J J J J Rust resistant screws J J J J J J J OR code J J J J J J J External gauge ports J J J J J J J Service trays J J J J J J J J=Standard Available SKUs Available Models Description RP1418CJ1 NA Achiever®1 1/2 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1424AJl NA Achiever'2 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1430AJl NA Achiever"2112 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1436ACl NA Achiew-3 tort 14 SEER,SbVle-Stae Neat Pwrtp4WM0i316O RP1436ADl NA Achiever®3 ton 14 SEER Single-Stage Heat Pump-460/3/60 RP1436AJl NA Achiever'3 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1442CJ1 NA Achiever®31/2 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1442CClNA Achiever'3 1/2 ton 14 SEER Single-Stage Heat Pump-208/230/3/60 RP1442CD1 NA Achiever®3 1/2 ton 14 SEER Single-Stage Heat Pump-460/3/60 RP1448AJ1 NA Achievers 4 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1448ACl NA Achiever'4 ton 14 SEER Single-Stage Heat Pump-208/230/3/60 RP1448ADl NA Achiever's 4 ton 14 SEER Single-Stage Heat Pump-460/3/60 RP1460BJl NA Achiever"5 ton 14 SEER Single-Stage Heat Pump-208/230/1/60 RP1460BCl NA Achievers 5 ton 14 SEER Single-Stage Heat Pump-208/230/3/60 RP1460BDl NA Achiever'5 ton 14 SEER Single-Stage Heat Pump-460/3/60 Features&Benefits RP14 Series Introduction to RP14 Heat Pump The RP14 is our 14 SEER heat pump and is part of the Ruud heat pump product line that extends from 14 to 20 SEER.This highly featured and reliable heat pump is designed for years of 12 reliable,efficient operation when matched with Ruud indoor aluminum evaporator coils and furnaces or air handler units with aluminum evaporators. Our unique composite base( 1❑)reduces sound emission,elimi- nates rattles,significantly reduces fasteners,eliminates corrosion If in the rare event,greater access is needed to internal compo- and has integrated brass compressor attachment inserts(91). nents,such as the compressor,the entire corner of the unit can Furthermore it has incorporated into the design,water manage- be removed along with the top cover assembly to have unprece- ment features,means for hand placement([E)for unit maneu- dented access to interior of the unit(1a).Extra wire length is vering,screw trays(®)and inserts for lifting unit off pad.(❑s ) incorporated into each outdoor fan and compressor so top cover and control panel can be positioned next to unit.With minimal 1❑ ! effort the plug can be removed from the compressor and the outdoor fan wires can be removed from the capacitor to allow even more uncluttered access to the interior of the unit(1s). Outdoor coils heights range from as short as 22"to 32",aiding access to the compressor. Disassembly to this degree and com- ® 2 plete reassembly only takes a first time service technician less a © ��J than 10 minutes.(RN) Service valves(©)are rigidly mounted in the composite base with 3" between suction and discharge valves,4"clearance riR to below service valves and a minimum of 5" above the service valves,creating industry leading installation ease.The minimum 27-square inches around the service valves allows ample room to remove service valve schrader prior to brazing,plenty of clear- ance for easy brazing of the suction and discharge lines to ser- vice valve outlets,easy access and hookup of low loss refriger- 1a 15 ant gauges(❑),and access to the service valve caps for opening.For applications with long-line lengths up to 250 feet All units utilize strong formed louver panels which provide indus- total equivalent length,up to 200 feet heat pump above evapo- try leading coil protection. Louver removal for coil cleaning is rator,or up to 80 feet evaporator above heat pump,the long-line accomplished by removing one screw and lifting the panel out instructions in the installation manual should be followed. of the composite base pan(17).All RP14 units utilize single row coils(1s)making cleaning easy and complete,restoring the performance of the heat pump back to out of the box perfor- mance levels year after year. 7 8 9 17 10 Controls are accessed from the corner of the unit by removing only two fasteners from the control access cover,revealing the industry's largest 15"wide and 14"tall control area(❑e ).With all The outdoor fan motor has sleeve bearings and is inherently this room in the control area the high voltage electrical whip(❑9 ) protected.The motor is totally enclosed for maximum protection can easily be inserted through the right size opening in the bot- from weather,dust and corrosion.Access to the outdoor fan is tom of the control area. Routing it leads directly to contractor made by removing four fasteners from the fan grille.The outdoor lugs for connection.The low voltage control wires(10)are easily fan can be removed from the fan grille by removing 4 fasteners connected to units low voltage wiring. If contactor defrost con- in the rare case outdoor fan motor fails. trol or capacitor(11)needs to be replaced there is more than Each cabinet has optimized composite(i9)fan orifice assuring adequate space to make the repair. Furthermore,the service efficient and quiet airflow. window(12)can be removed to access the TXV and reversing valve by removing two screws or the entire corner can be removed providing ultimate access to the TXV or reversing valve. �lu 19 4 RELY ON RuuD."1 Features&Benefits RP14 Series The entire cabinet has powder post paint(zo)achieving 1000 All units have been ship tested to assure units meet stringent hour salt spray rating,allowing the cabinet to retain its aesthetics "over the road"shipping conditions. throughout its life. As manufactured all units in the RP14 family have cooling capa- o bility to 55*F.Addition of low ambient control will allow the unit zo to operate down to 0°F. Factory testing is performed on each unit.All component parts meet well defined specification and continually go through receiving inspections. Each component installed on a unit is scanned,assuring correct component utilization for a given unit capacity and voltage.All condenser coils are leak tested with pressurization test to 550#'s and once installed and assembled, each units'complete refrigerant system is helium leak tested.All Scroll compressors with standard internal pressure relief and units are fully charged from the factory for up to 15 feet of pip- internal thermal overload are used on all capacities assuring ing.All units are factory run tested.The RP14 has a 10-year longevity of high efficient and quiet operation for the life of the conditional compressor and parts warranty(registration required). product.All RP14 Heat Pumps come standard with high and low pressure switches. Optional Accessories(Refer to accessory chart for model#) Each unit is shipped with filter drier for field installation and will Compressor Crankcase Heater trap any moisture or dirt that could contaminate the refrigerant • Protects against refrigerant migration that can occur during system. low ambient operation Compressor Sound Cover • Reinforced vinyl compressor cover containing a 11/2 inch thick zs batt of fiberglass insulation •Open edges are sealed with a one-inch wide hook and loop fastening tape Compressor Hard Start Kit •Single-phase units are equipped with a PSC compressor motor.This type of motor normally does not need a potential relay and start capacitor All cabinets have industry leading structural strength due to the composite base pan(2�),interlocking corner post(❑zz),formed • In conditions such a low voltage,this kit may be required to curved louver panels(zs)and drawn top cover(za)making it increase the compressor starting torque the most durable cabinet on the market today. Low Ambient Kit Each RP14 capacity has undergone rigorous psychro- • Heat Pump operate satisfactorily in the cooling mode down to metric testing to assure performance ratings of a®� 55°F outdoor air temperature without any additional controls capacity,SEER, EER and HSPF per AHRI Standard unm • Kit can be added in the field enabling unit to operate properly 210/240 rating conditions.Also each unit bears the down to 0°in the cooling mode UL mark and each unit is certified to UL 1995 safety standards. •Crankcase heater and freezestat should be installed on com- Each unit has undergone specific strain and modal testing to pressors equipped with a low ambient kit assure tubing(Es)is outside the units natural frequency and that the suction and discharge lines connected to the compressor 311/611/1211 with stand any starting,steady state operation or shut down •Gray high density polyethylene feet are available to raise unit forces imposed by the compressor. off of mounting surface away from moisture All units have been sound tested in sound chamber to AHRI 270 rating conditions,and A-weighted Sound Power Level tables produced,assuring units have acceptable noise qualities(see page 9). Each unit has been ran in cooling operation at 95°F and 47°F and sound ratings for the RP14 range from as low as 74 dBA to 77 dBA. Model Number Identification RP14 Series 0 # i oo Q LD d c�' z n CDL) z « c Z c c c C O 2 O o O N m p in v, m e QI e: CDa d y o 7N do �y rCV QI y C Qm p r N Q M C d m � O C C%3 U O .0 y 7 Cn chi U= O E ZI E o E c U ZI o j 0 0 0 V v E co 0 0 �� z z o` CJ CT N ttY N CA.N d 1 d y y •� y °' O_ CU I CL TI ~ H O > QI 5 C N C N r N> d m T O O O O C_ 0 C O CO (O[D ca O m COv0 M O of N N Cfl O H w n. m CA OD O O 71 O O cD O toC N N V �I o oN� Qaa ea p_Co Cal QUO N u L E w e c a MUD w ink= c n a C C C y 11 CM d y n C/).� N 6 yma� QI Ca o� yO O O O ry-N L U) U) W O r 7 N COC CO rL d m r a cV CV H°? @ 3 c�ry cL Q M U N N y '2 YYYYYYY C YYYYYYY pp MT Lr Il-CO OM CT U� r—00 T3 NOI�UJM CDLQ YYYY N O r,In M O cA "C eu o c�i v Co m r—o0 oU?gUn a l0= —""� ZZ;;c "o_rr CO ^O O T�u N V� 0 0 0 0 0 ED CS NI m= 0-- N O 0000000 mrpCD CV Opp AH 0000 m .J 0 0 0 0 0 0 C) m N M T V K co C3Co 000 O ` C,m 0 0 0 0 0 0 0 T to Co o y O-.:'O C D C V C O O O N C7 M V 00 C> N Co Ir cc Y r N Cl)Cl) I*-00 y vcoCoO aO�O(ON00c) `�c+�vco .a r N Cl)M V CD Cr = w w w w w a w w w w w LU cc cnmmmm i Ui U LU W rr�2 0 0 Cr CnUj N N a� r W T Tv�c^^o LLI o_ 'o Cca�i C H N H U= m` 0 C w 2 `v p Q o o U 7 O d Q 7 O+ T U a a' ` o �+ E d',. a O' ie U o o n o � y aU UI odw z ce B M m N y y a N 41 �I R CC! R ¢I A O CO Cr m Ccm C o 6 RELY ON ■ Model Number Identification RP14 Series c 'nCr p Z c M L C r N :E ' N DI is U C O 3 O N ' ' ¢m O l0 R Ci O V N d p ¢m W= O w L O V p ± O Z N O H N CDC CM C Q c m � w N'tn Z NI = J y N ¢O m 0 NI Z c ' ' CD J� Xcn �2 O O X(n N seNLD A 00 CD c Q CD v O � p C O.M O O L CL i G YOc ' So003 ¢�O �I Cmc Qo v moo H o p O N O U f.2 O Y C C n c p V E ct cTry ZI c E tf) nl a D CV N O WE Cj E h L 9 E C O O r.-N O C C p[] y O O 0 3 c o N d p oc^ as COO 3 C YCOi LL Lv)O� Q y �-O p O " ONN O H C C71 LL N .2 O Q �N L'7 rL ¢M Q ++ O N C M CM V In C Cpt >>O M Ln ' d N Y O H w 0_ L u)N O R U Cm O T-NNuV C tU Y u N «R.. C 00000 �' H w N R G� 00000 N U C d u) O C S O O O O O N W p y Do NI H 30 —� ��o�l�n Cal y a 5 E in�M Co 'o aww `o ' CD LC)O LOO r N�2 0 0�2 r 2 a d YYYY ■� tA N r` �T V y �_ N N � _ N N N Co00 T O U T rJ 0 c. . Q I O.O 3 N N d 3 N( 0vCON T C u=N N N M N CI GQ 000000 CD CD O O CD CD ¢m Y Y Y Y 00000o c7 ln�eo 2 N L O CD R 0 0 N CD 4')CD f] C cc V LO t�00 O) M �'Q r-OC r-� (01 0 0 0 u7 0 Lf v CV) p,= 0 0 0 0 r o000 ooC)C, vm 0000 0 N Q N M V Co y 1 _ C >� O y~ V CO C N � b y � �Y N l�R L 0 w O. ? � L6 O N Lu w • f La.O - N ■ i �, [n >H ~ m c O c U a� c a) >v d o A w y A y O^ m Ln >H d tl) y c Q NI >I > uncoi�X Lo Q,o c d O y o r; m id i > H �~ ' d o - Lnv o j ■ rl plt 2 0 0 C 0 O O O O O O N V tOl m ¢¢¢¢¢ m ¢ Os a o z .mot `m rnrnrnrnrn Co o %a H N m 4 o Lea m N O Cam.) Q C 2 $ Ch O p L N •• Op aC ¢I L`o � ai 00 m Z u ON • 9 Load Short Form Job: 10 Arlington Place Wrl htSoft Date: Mar 03,2022 Main Living AC 1 By. Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone 800-810-3280 Fax 888-971-2999 Email manualj@webrepsusa.com License.CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri 12856@yahoo.com Design Inf• • Htg Clg Infiltration Outside db(°F) 14 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 57 11 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/Ib) 24 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 °F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfm Airflowfactor 0.039 cfm/Btuh Air flow factor 0.061 cfrnBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup: In ut=10 kW, Output=34121 Btuh,100 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cim) (cfm) BOILER RM 142 0 0 0 0 LANDING 107 7887 593 311 36 REC ROOM 366 7273 3204 287 196 STR CLOSET 49 0 0 0 0 UP 16 0 0 0 0 LL BATH 59 1563 67 62 4 CLO 11 0 0 0 0 KITCHEN 306 1872 2772 74 169 DINING ROOM 245 2214 2663 87 163 BREAKFAST 57 2092 2174 83 133 PDR 29 38 187 1 11 CL 10 0 0 0 0 FAMILY ROOM 311 3291 3811 130 233 ENTRY 122 668 662 26 40 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i wrightsoft- 2022-near-04 09:32:45 Right-Suite®Universal 202121.0.11 RSU16998 Page 1 ACiCK ...tH\PoyukosHMG(YunmoArlingtonPlace.rup Calc=VU8 Front Door faces:N UP2 53 0 0 0 0 LIVING ROOM 228 2152 2640 85 161 Main Living AC 1 d 2110 29051 18773 1147 1147 Other equip loads 7443 2675 Equip.@ 1.00 RSM 21448 Latent cool i ng 7276 TOTALS 2110 36493 28724 1147 1147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft, 2022-Mar-04 09:32:45 ^� Right-Suite®Universal202121.0.11 RSU16998 Paget �C� ...t FiV�OYukos HW(Yuri)\10Arlington Place.rup Calc=MJ8 Front Door faces:N Load Short Form Job: 10 Arlington Place wrightsoft°, Date: Mar 03,2022 Upper Living AC 2 By: Kenneth D.Ptainas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888-971-2999 Email:manualj@webrepsusa.com License.CAG05409 Project Information For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yud12856@yahoo.com Design Information Htg Clg Infiltration Outside db(°F) 14 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 57 11 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 24 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 °F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfrn Airflowfactor 0.048 cfmBtuh Airflowfactor 0.062 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup: In ut=5 kW, Output=18645 Btuh,100 AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (f:2) (Btuh) (Btuh) (cfm) (cfm) BALCONY 151 3006 4267 144 264 STAIR DN 55 0 0 0 0 COMM BATH 65 1926 1764 92 109 BEDROOM 4 162 3972 2500 190 155 WIC4 33 0 0 0 0 LIN 7 0 0 0 0 BEDROOM 2 140 3143 2424 150 150 CL2 11 0 0 0 0 MCL 20 0 0 0 0 MASTER BEDROOM 277 3932 3144 188 195 WD 26 641 703 31 43 M BATH 101 1436 1033 69 64 BEDROOM 3 170 3816 2289 182 142 BATH 3 38 660 249 32 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W rightsaft 2022-Mar-04 09:32:45 .—a .,.,,,. ._ ,, Right-Suite®Universal 2021 21.0.11 RSU16998 Page 3 ACCK ...tHYNDYukosH\AG(Yuri)MArlingtonPlace.rup Calc=M.18 Front Door faces:N CL3 10 0 0 0 0 M W I C 46 1461 156 70 10 Upper Livi ng AC 2 d 1313 23994 18527 1147 1147 Other equip loads 12709 3029 Equip.@ 1.00 RSM 21556 Latent cooling 7270 TOTALS 1313 36703 28826 1147 1147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2022-Mar-0409:32:45 `- " „„ wM Right-Suite®Universal202121.0.11 RSU16998 Page / CA ...tHVK.\YukosH\fG(Yuri)\10ArlingtonPlaoe.rup Calc=VU8 FrontDoorfaoes:N Project Summary ry Job: 10 Ariingtw Place wrightsoft. Date: Mar 03,2022 Main Living AC 1 By: Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach.FL 32966 Phone.800-810-3280 Fax:888-971-2999 Email:manualj@webrepsusa.00m License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Notes: 10Arlington Place,Rye Brook,NY 10573 Desicin Information Weather: Rye Brook,NY,US> Winter Design Conditions Summer Design Conditions Outside db 14 °F Outside db 86 'F Inside db 70 'F Inside db 75 'F Design TD 57 'F Design TD 11 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 28003 Btuh Structure 17653 Btuh Ducts 1048 Btuh Ducts 1121 Btuh Central vent(78 cfm) 4800 Btuh Central vent(78 cfm) 969 Btuh Outside air Outside air Humidification 2643 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 36493 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21448 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 5426 Btuh Ducts 282 Btuh Central vent(78 cfm) 1568 Btuh Heatingg Coolinngg Outside air Area(ft2) 2110 2110 Equipment latent load 7276 Btuh Volume(it') 15989 15989 Air changes/hour 0.13 0.07 Equipment Total Load(Sen+Lat) 28724 Btuh Equiv.AVF(cfm) 36 19 Req.total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @47°F Latentcooling 8600 Btuh Temperature rise 27 'F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfm Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.061 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23'F Backup: Input=10 kW, Output=34121 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoR'�:- Right-Suite®universal 2021 21.0.11 RSU16998 2022-Mar-04 09:32:45 Page 1 ...tH\OG\YukosH\PC(Yuri)\10MingtonPlace.rup Calc=MJB FrontDoorfaoes:N Project Summary Job: 10 Arlington Place - wrightsoft, Date: Mar 03,2022 Upper Living AC 2 By: Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax:888-971-2999 Email:manual]@webrepsusa.com License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yud12856@yahoo.com Notes: 10Arlington Place,Rye Brook,NY 10573 Design Information Weather: Rye Brook,NY,US> Winter Design Conditions Summer Design Conditions Outside db 14 'F Outside db 86 °F Inside db 70 'F Inside db 75 'F Design TD 57 'F Design TD 11 °F Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17235 Btuh Structure 13564 Btuh Ducts 6759 Btuh Ducts 4963 Btuh Central vent(107 cfm) 6553 Btuh Central vent(107 cfm) 1322 Btuh Outside air Outside air Humidification 6156 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 36703 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21556 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3904 Btuh Ducts 1226 Btuh Central vent(107 cf-n) 2140 Btuh Heatingg Cooling Outside air Area(f:2) 1313 1313 Equipment latent load 7270 Btuh Volume(ft') 11820 11820 Air changes/hour 0.12 0.07 Equipment Total Load(Sen+Lat) 28826 Btuh Equiv.AVF(dm) 24 13 Req.total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP 1536AJ1 NA Cond RP 1536AJ1 NA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @47°F Latent cool i ng 8600 Btuh Temperature rise 27 'F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfm Airflowfactor 0.048 cfmBtuh Air flow factor 0.062 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup: Input=5 kW, Output=18645 13tuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigFtttsoTt' 2022-Mar-04 09:32:45 _.,.,.. ., Right-Suite®Universa1202121.0.11 RSU16998 Paget ...tHVKMYukosHWG(Yuri)\10MlingtonPlace.rup Calc=MJB Front Door Faces:N Manual S Compliance Report J�: 10 Arlington Place wrightsoft, Date: Mar 03,2022 Main Living AC 1 By: Kenneth D.Pfuinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach.FL 32966 Phone:800-810-3280 Fax:888-971-2999 Email:manuall@vebrepsusa.com License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yu612856@yahoo.com Cooling Equipment Design Conditions Outdoor design DB: 86.4°F Sensible gain: 21448 Btuh Entering coil DB: 77.4'F Outdoor design WB: 71.8°F Latent gain: 7276 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0'F Total gain: 28724 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Sensible capacity: 25800 Btuh 120%of load Latent capacity: 8600 Btuh 118%of load Total capacity: 34400 Btuh 120%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 13.5°F Heat loss: 36493 Btuh Entering coil DB: 65.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Output capacity: 21501 Btuh 59%of load Capacity balance: 23 'F Supplemental heat required: 14992 Btuh Economic balance: -99 'F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 10.0 kW 94%of load Temp.rise: 27 °F Meets all requirements ofACCA Manual S. -M� wright_soft^ 2022-Mar-04 09:32:45 Right-Suite®Universal 202121.0.11 RSU16998 Page 1 ACC, ...t HV50Yukos H\Ac(Yuri)\10Adington Place.rup Calc=VU8 Front Door faces:N Manual S Compliance Report Job: 10 Arlington Place - - wrightsoft'� p Date: Mar 03,2022 Upper Living AC 2 By: Kenneth D.Pu¢inas Web Reps LLC Plan: 10 Arlington Place 188082nd Ave.Suite#203,Vero Beach.FL 32966 Phone:8CO-810-3280 Fax:888-971-2999 Email:manualj@webrepsusa.wm License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Cooling Equipment Design Conditions Outdoor design DB: 86.4'F Sensible gain: 21556 Btuh Entering coil DB: 78.2°F Outdoor design WB: 71.8°F Latent gain: 7270 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0°F Total gain: 28826 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Sensible capacity: 25800 Btuh 120%of load Latent capacity: 8600 Btuh 118%of load Total capacity: 34400 Btuh 119%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 13.5'F Heat loss: 36703 Btuh Entering coil DB: 64.0'F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Output capacity: 33000 Btuh 90%of load Capacity balance: 23 °F Supplemental heat required: 3703 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 5.5 kW 51%of load Temp.rise: 51 °F Meets all requirements ofACCA Manual S. - wright_soft- 2022-rear-0409:32:45 Right-Suite®Universal 2021 21.0.11 RSU16998 Page 2 / CA ...t H\ADYukos H\AC(Yuri)MArlington Place.rup Calc=MJ8 Front Door faces:N N 1st Floor BREAKFAST 10x6 133 cfm 10x6 85 cfm 116cfm KITCHEN FAMILY ROOM 10x6 10 x 4 116 Cfm 85 cfrn 20 x 12 911 cfin _ F-1 UP2 v LIVING ROOM PDR 10x6 ® 11 cfm DN DINING ROOM ENTRY 10x6 163 cfm CL 10x6 10x6 ® 10x6 81 cfm 40 cfrn 81 cfm Job#: 10 Arlington Place Web Reps LLC Scale:1 :74 Performed by Kenneth D. Puzinas for: Page 1 Yuri Shneider 1880 82nd Ave.Suite#203 Ri htSuW UnKersal2021 16-C Heritage Dr. Vero Be ach,F L 32966 21.0.11 RSU16998 New C y NY 10956 Phone:800-810-3280 Fax:888-971-2999 2022-Mar-0409:33:17 Phone:845-300-6653 manualj@webrepsusa.com AC(Yun)\10A"on Place.rup y&12856@yahoo.00m N 2nd Floor MASTER BEDROOM 6x6 M W I C BEDROOM 2 97 cfm 5" 8x8 6 x 6 150 cfm 70 cfm 12x12 6x6 51. 326cfm MCL CL2 97 cfm6 x 6 7 101, 109 cfm 6x6 5 43 cfm ' 20x20 LIN 879 cfi M BATH q" 16x10 4 x 10 vwD STAIR DN 6" 400 10 WIC4 5" 6x6 10x10 69 cfm 4" 12x10 10x10 6x6 — 32 cfrn 8" 7" 7„ BATH 3 10 x 10 264 cfm 8 x 8 8 x 8 BALCONY 190&n BEDROOM 4 182 cfm BEDROOM 3 CL3 Job#: 10 Arlington Place Web Reps LLC Scale:1 :74 Performed by Kenneth D. Puzinas for: Page Yuri Shneider 1880 82nd Ave.Suite#203 RightSuite®Uni ersal2021 16-C Heritage Dr. Vero Be ach,F L 32966 21.0.11 RSU16998 New city NY 10956 2022-Mar-04 09:33:17 Phone:845-300-6653 Phone:manualj@webrepsusa.com Fax:sa.com 1-2999 ...AC yuri12856@yahoo.00m manual]@webrepsusa.com (Yun)\10Arington Plaoe.n,p Duct System Summary Job: 10 Arlington Place wrightsoft Date: Mar 03,2022 Main Living AC 1 By. Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Aie.Suite#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax:888-971-2999 Email:manualj@webrepsusa.com License:CAC05409 Project Information For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr,New City,NY 10956 Phone:845-300-6653 Email:yuri 12856@yahoo.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.228/0132 in H2O 0.228/0.132 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 1147 cfm 1147 cfm Total effective length(TEL) 493 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (Cfm) FIR (in) (in) Mari Ln(ft) Ln(ft) Trunk BREAKFAST c 2174 83 133 0.073 6.0 Ox 0 ShMt 37.3 275.0 st6 DINING ROOM c 2663 87 163 0.162 8.0 Ox 0 ShMt 6.3 135.0 st5 ENTRY C 662 26 40 0.097 4.0 Ox0 ShMt 15.3 220.0 st4 FAMILYROOM C 1905 65 116 0.076 6.0 Ox 0 ShMt 55.5 245.0 st8 FAMILY ROOM-A c 1905 65 116 0.079 6.0 Ox0 ShMt 45.3 245.0 st8 KITCHEN C 1386 37 85 0.138 5.0 Ox 0 ShMt 20.3 145.0 st5 KITCHEN-A C 1386 37 85 0.093 5.0 Ox 0 ShMt 36.5 210.0 st6 LANDING h 7887 311 36 0.109 10.0 Ox 0 ShMt 19.3 190.0 st4 LIVING ROOM C 1320 42 81 0.096 5.0 Ox 0 ShMt 27.3 210.0 st7 LIVING ROOM-A c 1320 42 81 0.107 5.0 Ox 0 ShMt 34.0 180.0 st7 LL BATH h 1563 62 4 0.102 4.0 Ox 0 ShMt 33.5 190.0 st7 PDR C 187 1 11 0.133 4.0 Ox 0 ShMt 22.0 150.0 st4 REC ROOM h 3637 144 98 0.081 7.0 Ox 0 ShMt 48.0 235.0 st8 REC ROOM-A h 3637 144 98 0.105 7.0 Ox 0 ShMt 37.5 180.0 st7 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfIrn) (Cfm) FIR (fpm) (in) (in) Material Trunk st3 PeakAVF 244 465 0.073 670 11.0 10 x 10 ShtMeti st5 PeakAVF 124 247 0.138 891 7.7 10 x 4 ShtMeti st3 st6 PeakAVF 120 218 0.073 653 8.3 8 x 6 ShtMetl st3 St8 PeakAVF 274 331 0.076 794 9.6 10 x 6 ShtMetl st4 st4 PeakAVF 903 682 0.076 650 14.0 10 x 20 ShtMetl st7 PeakAVF 290 263 0.096 697 8.7 10 x 6 ShtMetl st4 wrightsoR' 2022-Mar-04 09:32:45 Right-SuiteJ Universal 2021 21.0.11 RSU16998 Pagel AC A ._t H\JA \Yukos HM1C(Yuri)\1 0 Arlington Place.rup Calc=MJ8 Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (Cfm) (Cfm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb3 Ox 0 487 911 180.3 0.073 547 14.2 12x 20 ShMt rt1 rb2 Ox 0 660 236 136.0 0.097 566 11.9 12x 14 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1147 1147 0.073 688 15.4 12 x 20 ShtMed wrightsoft 2022-Mar-04 09:32:45 Right-SuiteE)Universal 2021 21.0.11 RSU16998 Paget /�iCip1 ...t H\POYukos HW(Yuri)\10hlington Place.rup Calc=MJ8 Front Door faces:N Duct System Summary Job: 10 Arlington Place + - wrightsoft Date: Mar 03,2022 Upper Living AC 2 By. Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax:888-971-2999 Email manualj@webrepsusa.com License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yud12856@yahoo.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.272/0.088 in H2O 0.272/0.088 in H2O Lowest friction rate 0.139 in/100ft 0.139 in/100ft Actual airflow 1147 cfm 1147 cfm Total effective length(TEL) 260 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mat] Ln(ft) Ln(ft) Trunk BALCONY c 4267 144 264 0.178 8.0 Ox0 VIFx 12.3 140.0 st2 BATH In 660 32 15 0.193 4.0 Ox0 VIFx 10.8 130.0 SO BEDROOM 2 h 3143 150 150 0.153 7.0 Ox 0 VIFx 27.0 150.0 st2A BEDROOM h 3816 182 142 0.156 7.0 Ox0 VIFx 23.8 150.0 SO BEDROOM h 3972 190 155 0.140 7.0 Ox0 VIFx 24.0 170.0 st213 COMM BATH C 1764 92 109 0.158 6.0 Ox 0 VIFx 12.3 160.0 st2A M BATH In 1436 69 64 0.144 5.0 Ox 0 VIFx 18.5 170.0 SO B M w I C h 1461 70 10 0.167 5.0 Ox 0 VIFx 28.0 135.0 st2 MASTERBEDROOM C 1572 94 97 0.139 5.0 Ox0 VIFx 26.0 170.0 st1A MASTERBEDROOM-A C 1572 94 97 0.151 5.0 Ox0 VIFx 19.8 160.0 st1A wo c 703 31 43 0.185 4.0 Ox 0 VIFx 6.8 140.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk SO PeakAVF 439 400 0.139 632 9.5 10 x 10 ShtMetl st1 st213 PeakAVF 190 155 0.140 683 6.9 10 x 4 ShtMetl st2A st2A PeakAVF 432 414 0.140 622 9.4 10 x 10 ShtMetl st2 st2 PeakAVF 646 688 0.140 619 11.2 10 x 16 ShtMetl st1B PeakAVF 69 64 0.144 247 4.7 10 x 4 ShtMetJ st1A st1 PeakAVF 501 459 0.139 601 10.0 10 x 12 ShtMetl W right56ft 2022-Mar-04 09:32:45 �^/`'� Right-Suite8 Universal 2021 21.0.11 RSU16998 Page 3 ACOCK ...t H\POYukos H1AC(Yuri)\10AAington Place.rup Calc=MJ8 Front Door faces:N Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name I Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Ox0 326 268 63.8 0.139 598 10.0 Ox 0 VIFx rb1 Ox0 820 879 63.5 0.139 497 18.0 Ox 0 VIFx Wrl htsoft 2022-Mar-0409:32:45�'�,..,.,.,.,,,,,,.,.,,.,, Right-SurteE)Universal2021 21.0.11 RSU16998 Page 4 AGC-K ...t HVNDYukos HUAC(Yuri)\10Arlington Place.rup Calc=MJ8 Front Door faces:N i Y r 4k W Cc- p yUv a E� Z ern 72 a S 0> a a 00 all rAn 0,0 ©,zp ' ga W O w E u = , N z W I < 120 Q � i in ° e ° " GTE ON = Ln � N ' O ? � u "° Q w ~ N y It U U U.0 a h r Z � 3 W � 0 0 ° W v v a � a W It o z w z w � X A � o w A � � �. v a� } �I ml a pt a a ° � �6 i 406�$� lb t��99�3 C.C.-4 �� ���il 9�e Tw t4 BUILD I ViL t ;. : OOK ID 938 KING NY 10573 0CT -5 2022 (914)9.. 39-5801 w4. o d• VILLAGE OF RYE BROOK �_..._..... BUILDING DEPARTMENT I➢lica oltD f®r ���-mit to Remo�� t�baoa�®� anal/�Ir° � ���➢➢ �'a��➢ S�®�°� c� '�I'_�aa�➢� (*Storage Tanks in excess of 1,100 gallons require registration with the County of Westchester) s FOR OFFICE USE ONLY: PERMIT 11: 4 Approval Date: aT — �Z Permit Fe :$ S' D Approval Signature: _ _ Other: Disapproved: ****((Ices ***are 1:**(*k lk1k k1,l*IA***k;l REQUIREINIENTS FOR RELEASE OF PERM']T& CERTIFICATE F COMPLJJANCg�: I. 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 giver) 4. Fee per Tank: Removal,Abandonment,or Installation: $185.00 per Tan 5. Dig Safely New York#(dial 811): 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, =C a , 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 Ill applicable Village,County,State a&. Federal laws,codes,rules and regulations. ***;4**** A.N l:A.A Indicate g'ermit Type: gnstallation (Removal( )� Abandonment( )/Above GroundwBuried non Ground ( ) I. Address: A/ C- SBL:� y—I 3 c/ 7_one:'e to 2. Property Owner&Address: /X c D S 73 Phone#: Al- 993 - 77-9eI Cell#: email: n i Z 20 Q/nA.(, !.� 3. Contractor&Address: A-� (i/JS a .-3 Phone#: J= 7--r-17'j Cell#: �/L%1loa�Qo// email: 4�a . Cie.,•_ 4. Applicant: "Vf• Phone#: 7v7---07'f Cell#: email: .�a •�'/Pe•.�3A7t,� ,�.Gr1 5. Indicate Fuel Type:Fuel Oil( )•L.P.Gas(Gasoline( )•Other( ): 6. Number and Capacity of each Tank: ,1 Lf lLf 7. Exact Location(s)of each Tank: AJ Co Ne—r& ,Diolr- '--OS �4-9 /Itik— A-PFe4 6/1/2020 I STATE OF NEW YORK COUNTY OF WESTCHESTER ) as: -G. 4 1— lo� , 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 applicati i pertains,or that(s)he is the ertt_ for the legal owner and is duly a thorized 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 bet ef,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 it accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook an all other applicable laws,ordinances and regulations. Sworn to before me this Swortl t efore me this 1 7 day ,C,20 _ — --- day o ,20_ZZ..._ Signature of Property r igna ure of Applicant Print Nan rope Owner L y Print of App ica t Notary Public FNotary NIEL 8. DIVEN lic•State of NevA'Ybttb' 1' lic 01 D16M926 d In Putnam Cou�� � �sion Exptrea This application must be properly con-tp ete In 1 s enlarety and must in Jude the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of recor4i in the spaces provided. Any application not properly completed in its entirety and/or not properly si Lined shall be deemed null and void and will be returned to the applicant. z G/1/2020 STATE OF NEW YORK,COUNTY OF WESTC14ESTER ) as; _,being duly sworn,deposes and states that etshe is the applicant above named, (Print name of individta►s�gmng as the applicant) and further states that(s)he is the legal owner of the property to which this applicati `pertains,or that Mile is the for the legal owner and is duly a thorized 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 t 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 it accordance with the New York State 1SC Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook an all other applicable laws,ordinances and regulations. Sworn to before me this s4 day of�G ip gr 2 2U L Sworl to before me this day oil �_ ----- gnature of op�ertyow-ner _ Signa ure of Appli rtt --- h/7 �' o Print Name of Prop a L- /�.�rF�,. try Ownc Print a of A licant MAGGIE YANG Notary t lie Notary Public Connecticut Nota Public My Commission Expires Apr 30, 2027 This application Inust be properly completed in its entirely and must in dude the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of recor in the spaces provided. Any irely and/or not properly si ed shall be deemed null and application not properly completed in its ent void and will be returned to the applicant. I z 6/1/2020 nT . b6 = ji �Lu ©� ,T 6 _ I 4 fi �S'LLL b I • 7 3 M ..S L. b t� J:y 9pur w w G of W * ysv Ili { r.w N1 be -I j p « L w u da ew ` W rye• p {{ 04 ^k Itll U3 *46 Go zin a ` S°p�t s s8�30 L uSS.OS.V L $ ,.-• '/Q JeMa�/03 i oz£cs i PERMIT# SBu 2012 'f DATE APPROVE s V d R*BWOK.NY !lUILDING INSPECTO , K k i �� z P-7 v C) E-, �n i.l fnl E e- N � i �� a 5 CL 0 9 U d �2 C 00 co 1` I n v l: 0 0 O "1 N L� WLn li v� in a nl O W Q� p L[[ °0 Z G" � Mo o 0 'nw owP of � O Ir X U V7 X U U J c0 Z c0 00 ci \O N 0 X (.� ,-- �}d p Z C� O U r) O CK C) 3 W N U V O H 6CD 1 N 0'p�J Z +F- O Ls I O O O � ZZ I I - I sL a V) = x U U U U W cV I 00 00 d a Kof:cif \ * m 3 u) u7 a 1- N O OIL Q I CD J d J a� L, o 0 CL cn U Lj U 25 Y W U f,3 Z 31VOoz c=� o o�g� � NOIIO(1ol Moo 03su13N z o cn¢ z EN o dO 03AOaddV fIOZ VON30OV/3000 D EC E9VE ' 0 Load Short Form MAR 1 � Job: 10 Arlington Place +�+ wrightsoft' 2022 Date: Mar 03,2022 Main Living AC 1 By. Kenneth D.Ptainas Web Reps LLC VILLAGE OF RYE BROOK Plan: 10 Arlington Place p BUILDING DEPARTMENT 1880 82nd Ae.Suite#203,Vero Beach,FL 32966 Phone.800-810-3280 Fax 888-971-2999 Email:manualj@webrepsusa.com License: 5409 Project For. Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Design Information Htg Cig Infiltration Outside db(°F) 14 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 57 11 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 24 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJ1NA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 °F Total cooling 34400 Btuh Actual airflow 1147 cam Actual airflow 1147 cfrn Airflowfactor 0.039 cdmBtuh Airflowfactor 0.061 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup- Input=10 kW Output=34121 Btuh 100 AFUE ROOM NAME Area Htg load Gg load Htg AVF CIgAVF (ft) (Btuh) (Btuh) (cfm) (cfm) BOILER RM 142 0 0 0 0 LANDING 107 7887 593 311 36 REC ROOM 366 7273 3204 287 196 STIR CLOSET 49 0 0 0 0 UP 16 0 0 0 0 LL BATH 59 1563 67 62 4 CLO 11 0 0 0 0 KITCHEN 306 1872 2772 74 169 DINING ROOM 245 2214 2663 87 163 BREAKFAST 57 2092 2174 83 133 PDR 29 38 187 1 11 CL 10 0 0 0 0 FAMILY ROOM 311 3291 3811 130 233 ENTRY 122 668 662 26 40 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightZ:soft 2022-Mar-04 09:32:45 ^1 Right-Suite®Universal2021 21.0.11 RSU16998 Page 1 ACCK ...tHVOYukosHWG(Yuh)\10 Arlington Place.rup Calc=W8 FrontDoorkces: N LIP2 53 0 0 0 0 LIVING ROOM 228 2152 2640 85 161 Main Living AC 1 d 2110 29051 18773 1147 1147 Other equip loads 7443 2675 Equip.@ 1.00 RSM 21448 Latent cool i ng 7276 TOTALS 2110 36493 28724 1147 1147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoR 2022-Mar-04 09:32:45 Rght-Suite®Universal 202121.0.11 RSU16998 Page ACCA ..,thl% lYulwsFMG(Yuri)\10 Arlington Plaos.rup Calc=W8 FrontDoorfaoes N d Short Form Job: 10 Arlington Place -+�+ Wrightsoft Loa Date: Mar03,2022 Upper Living A C 2 By. Kenneth D.Piainas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Am.Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email:manualj@webrepsusa.com License:CP1-05409 Project • • For. Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuh12856@yahoo.com Design Information Htg Clg Irrfiltration Outside db(°F) 14 86 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 57 11 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(grAb) 24 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 °F Total cooling 34400 Btuh Actual airflow 1147 cfrn Actual airflow 1147 cfm Airflowfactor 0.048 cfmBtuh Airflowfactor 0.062 cfmBtuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup- Input=5 kW Output=18645 Btuh, 100 AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BALCONY 151 3006 4267 144 264 STAIR DN 55 0 0 0 0 COMM BATH 65 1926 1764 92 109 BEDROOM 4 162 3972 2500 190 155 WIC4 33 0 0 0 0 LIN 7 0 0 0 0 BEDROOM 2 140 3143 2424 150 150 CL2 11 0 0 0 0 MCL 20 0 0 0 0 MASTER BEDROOM 277 3932 3144 188 195 WD 26 641 703 31 43 M BATH 101 1436 1033 69 64 BEDROOM 3 170 3816 2289 182 142 BATH 3 38 660 249 32 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. W rightsoft- 2022-Mar-04 09:32:45 y�/�� w, Right-Suite®Universa1202121.0.11RSU16998 Page /CCK ...t FMC\Yukos FMC(Yuri)\10Arlington Place.rup Calc=MJ8 Front Door taoes:N CL3 10 0 0 0 0 M W I C 46 1461 156 70 10 Upper Living AC 2 d 1313 23994 18527 1147 1147 Other equip loads 12709 3029 Equip.@ 1.00 RSM 21556 Latent cool i ng 7270 TOTALS 1313 36703 28826 1147 1147 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsofte 2022-Mar-04 09:32:45 Right-Suite®Universal202121.0.11 RSU16998 Page ACCA .1 HVIClYukos FMG(Yuri)\10Arlington Place.rup Calc=MJ8 Front Door faces:N P ect Summa Job: 10 Arlington Place ro +++ wrightsoft` ry Date: Mar 03,2022 Main Living AC 1 By. Kennett,D.PLuinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Are.Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email:menua1J@"brepeues.00m License:CAC05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuhl2856@yahoo.com Notes: 10Adington Place,Rye Brook,NY 10573 Design Information Weather. Rye Brook,NY,US> Winter Design Conditions Summer Design Conditions Outside db 14 °F Outside db 86 'F Inside db 70 'F Inside db 75 'F Design TD 57 °F Design TD 11 °F Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28003 Btuh Structure 17653 Btuh Duds 1048 Btuh Ducts 1121 Btuh Central vent(78 cfm) 4800 Btuh Central vent(78 cfm) 969 Btuh Outside air Outside air Humidification 2643 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 36493 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21448 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 5426 Btuh Duds 282 Btuh Central vent(78 cfm) 1568 Btuh Heatinngg Cool' Outside air Area(ff=) 2110 2110 Equipment latent load 7276 Btuh Volume(ft') 15989 15989 Air changes/hour 0.13 0.07 Equipment Total Load(Sen+L.at) 28724 Btuh Equiv.AVF(cfm) 36 19 Req.total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 'F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfm Airflowfactor 0.039 cfm/Btuh Airflowfactor 0.061 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23'F Backup: Input=10 kW, Output=34121 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w��gti oft` Right-Suite®Universal202121.0.11 RSU16998 2022-Mar-0409:3245 Page 1 AC-?A ..t H\PCYukos MPC(Yun)110Arlington Plaoe.rup Calc=W8 Front Door faces: N ec Prot Summa Job: 10ArlingtonPlace +I+ wrightsoft` ry Date: Mar 03,2022 Upper Living AC 2 By: Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ne.Suite#203,Vera Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email:man ualj@webrepsusa.mm License:CN-05409 Project • • For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Notes: 10Ariington Place,Rye Brook,NY 10573 Design Information Weather. Rye Brook,NY,US> Winter Design Conditions Summer Design Conditions Outside db 14 °F Outside db 86 °F Inside db 70 °F Inside db 75 °F Design TD 57 °F Design TD 11 °F Daily range M Relative humidity 50 % Moisture difference 30 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17235 Btuh Structure 13564 Btuh Ducts 6759 Btuh Ducts 4963 Btuh Central vent(107 cfm) 6553 Btuh Central vent(107 cfm) 1322 Btuh Outside air Outside air Humidification 6156 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 36703 Btuh Use manufacturer's data y Rate/swingg multiplier 1.00 Infiltration Equipmentsensibleload 21556 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3904 Btuh Ducts 1226 Btuh Central vent(107 cfm) 2140 Btuh Heating Cooling Outside air Area(ftz) 1313 1313 Equipment latent load 7270 Btuh Volume(ft') 11820 11820 Air changes/hour 0.12 0.07 Equipment Total Load(Sen+Lat) 28826 Btuh Equiv.AVF(cfm) 24 13 Req.total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Ruud Make Ruud Trade RUUD Trade RUUD Model RP1536AJlNA Cond RP1536AJlNA AHRI ref 7512085 Coil RCF3617STAMCA++RXMD-004 AHRI ref 7512085 Efficiency 8.5 HSPF Efficiency 11.5 EER,14 SEER Heating input Sensible cooling 25800 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8600 Btuh Temperature rise 27 °F Total cooling 34400 Btuh Actual airflow 1147 cfm Actual airflow 1147 cfm Airflowfactor 0.048 cfm/Btuh Airflowfactor 0.062 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.75 Capacity balance point=23°F Backup: Input=5 kW, Output=18645 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2022-Mar-04 09:32.45 t „.,,.. ...w,... v_„ Rght-Suite®Universal 202121.0.11 RSU16998 Page AC ...t MPL1Yukos FMC(Yuri)\1 0 Arlington Place.rup Calc=W8 Front Door faces: N Manual S Compliance Report Job: 10 Arlington Place + wrightsoft' Data: Mar 03,2022 Main Living AC 1 By: Kenneth D.Ptainas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Mero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email:manualj@mbrepsusa.com Lioense:CAC05409 Project Information For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Cooling Equipment Design Conditions Outdoor design DB: 86.4°F Sensible gain: 21448 Btuh Entering coil DB: 77.4°F Outdoor design WB: 71.8°F Latent gain: 7276 Btuh Entering coil WB: 63.8°F Indoor design DB: 75.0°F Total gain: 28724 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer. Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Sensible capacity: 25800 Btuh 120%of load Latent capacity: 8600 Btuh 118%of load Total capacity: 34400 Btuh 120%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 13.5°F Heat loss: 36493 Btuh Entering coil DB: 65.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer. Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Output capacity: 21501 Btuh 59%of load Capacity balance: 23 °F Supplemental heat required: 14992 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 10.0 kW 94%of load Temp.rise: 27 °F Meets all requirements ofACCA Manual S. wrightsoft 2022-Mar-04 09:32:45 ^t m„ Right-SuiteO Universal 202121.0.11 RSU16998 Page 1 ACZ;K ...t H\PCYukos HVC(Yun)\1 0 Arlington Plaoe.rup Calc=W8 Front Door faces:N Manual S Compliance Report Job: 10 Arlington Place +I+ wrightsoft' P ~ Data: Mar 03,2022 Upper Living AC 2 By. Kenneth D.Pt&zinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Mero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email:man ualiea webrepsusa.00m License:CP005409 Project Information For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Cooling Equipment Design Conditions Outdoor design DB: 86.4'F Sensible gain: 21556 Btuh Entering coil DB: 78.2'F Outdoor design WB: 71.8'F Latent gain: 7270 Btuh Entering coil WB: 64.4°F Indoor design DB: 75.0'F Total gain: 28826 Btuh Indoor RH: 50% Estimated airflow: 1147 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Sensible capacity: 25800 Btuh 120%of load Latent capacity: 8600 Btuh 118%of load Total capacity: 34400 Btuh 119%of load SHR: 75% Heating Equipment Design Conditions Outdoor design DB: 13.5'F Heat loss: 36703 Btuh Entering coil DB: 64.0°F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Ruud Model: RP1536AJ1NA+RCF3617STAMCA++RXMD-004 Actual airflow: 1147 cfm Output capacity: 33000 Btuh 90%of load Capacity balance: 23 'F Supplemental heat required: 3703 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1147 cfm Output capacity: 5.5 kW 51%of load Temp.rise: 51 'F Meets all requirements ofACCA Manual S. wrightsoTt` 2022-Mar-04 09:32:45 Right-SuiLe®Universal 202121.0.11 RSU16998 Paget Ac,� ...tH\PCYukosHV+C(Yuri)\10Arlington Place.rup Calc=MJ8 FrontDoorfaces:N v 1st Floor BREAKFAST 10x6 -- 133 cfm 10x6 IF10 x4 116 cfm —85ckn KITCHEN FAMILY ROOM ri, 6 10 x4 fm 85 cfm 20 x 12 911 cfm i = UP2 LIVING ROOM PDR _ 10x6 DINING ROOM 11 cfm ENTRY 10x6 163 cfm -T_ � 10x6 10x6 10x6 40 cfm 81 cfm 81 cfm Job#: 10 Arlington Place Web Reps LLC Scale:1 :74 Performed by Kenneth D. Puzinas for: Page 1 Yuri Shneider 1880 82nd Ave.Suite#203 Ri htSuke®Unnersa12021 16-C Herds Dr. Vero Be ach,F L 32966 21.0.11 RSU16998 New City NY 10956 Phone:800-810-3280 Fax:888-971-2999 2022-W-040933:17 Phone:845-100-6653 AC(fun' l0Arhgton Place.rup yun12856@yehoo mm manualj@webrepsusa.com N 2nd Floor MASTER BEDROOM ex6 M W I C BEDROOM 2 /97 cfm 5" 8x8 6 x 6 150 cfm 70 cfm 12x12 6 x s 5" 326 cfm MCL CL2 7„ 97 cfm 6 x 6 10" 109 cfm 6x6 18" 5 43 cfm 20x20 LIN 879 M BATH 4" 1600 " r 400 IIIDJ I STAIRDN 6 400 WIC4 I All 5" 6x6 10x10 69 cfm _4" ----- — 12x10 10x10 6x6 — 32cfn 8" \7° 7" BATH 3 1000 264 cfm 8 x 8 8 x 8 B'�`L� 190 cfm 182 cfm BEDROOM 4 BEDROOM 3 1 — 71 - CI_3 Job#: 10 Arlington Place Web Reps LLC Scale:1 :74 Perfomied by Kenneth D. Puzinas for: Page 2 Yuri Shneider 1880 82ndAve.Suite#203 RghtSude@UnNersal2021 16-C HeMage Ur. Vero Be ach,F L 32966 21.0.11 RSU16998 New City NY 10956 Phone:800-810-3280 Fax:888-971-2999 2022-Wr-04 09:33:17 Phone'845-30GB653 manual]@webrepsusa.com ...AC(Yuri)\10ArFigton Plaoe.rup W02856@yahoo.mm Job: 10 Arling Place +I+ wrightsoft' Duct System Summary ton Date: Mar03,2022 Main Living AC 1 By. Kenneth D.Puzinas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email manualj@webrepsusa.com License:CAC05409 Project Information For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuhl2856@yahoo.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.228/0.132 in H2O 0.228/0.132 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual airflow 1147 cfm 1147 dm Total effective length(TEL) 493 ft SupplyDetail Table Design Htg Clg Design Diam H x W Dud Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matt Ln(ft) Ln(ft) Trunk BREAKFAST c 2174 83 133 0.073 6.0 Ox 0 ShMt 37.3 275.0 st6 DINING ROOM c 2663 87 163 0.162 8.0 Ox 0 ShMt 6.3 135.0 st5 ENTRY c 662 26 40 0.097 4.0 Ox 0 ShMt 15.3 220.0 st4 FAMILYROOM c 1905 65 116 0.076 6.0 Ox0 ShMt 55.5 245.0 st8 FAMILYROOM-A c 1905 65 116 0.079 6.0 Ox0 ShMt 45.3 245.0 st8 KITCHEN c 1386 37 85 0.138 5.0 Ox0 ShMt 20.3 145.0 st5 KITCHEN-A c 1386 37 85 0.093 5.0 Ox 0 ShMt 36.5 210.0 st6 LANDING h 7887 311 36 0.109 10.0 Ox 0 ShMt 19.3 190.0 s14 LIVING ROOM c 1320 42 81 0.096 5.0 Ox 0 ShMt 27.3 210.0 st7 LIVING ROONFA c 1320 42 81 0.107 5.0 Ox 0 ShMt 34.0 180.0 st7 ILL BFUH h 1563 62 4 0.102 4.0 Ox 0 ShMt 33.5 190.0 st7 FOR c 187 1 11 0.133 4.0 Ox 0 ShMt 22.0 150.0 st4 REC ROOM h 3637 144 98 0.081 7.0 Ox 0 ShMt 48.0 235.0 st8 REC ROOM-A h 3637 144 98 0.105 7.0 Ox0 ShMt 37.5 180.0 st7 • • Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) Ill FIR (fpm) (in) (in) Material Trunk st3 PeakAVF 244 465 0.073 670 11.0 10 x 10 ShtMett st5 PeakAVF 124 247 0.138 891 7.7 10 x 4 ShtMetl st3 st6 PeakAVF 120 218 0.073 653 8.3 8 x 6 SWIM st3 st8 PeakAVF 274 331 0.076 794 9.6 10 x 6 ShtMetl st4 st4 PeakAVF 903 682 0.076 650 14.0 10 x 20 ShtMetl st7 PeakAVF 290 263 0.096 697 8.7 10 x 6 ShtMetl st4 wrightsoft 2022-Mar-0409:32:45 Right-Suite®Universal 202121.0.11 RSU16998 Page 1 A ...t H\PCYukos l(Yuri)\10Arlington Place.rup Calc=MJ8 Front Door races:N 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) Matt Trunk rb3 Ox 0 487 911 180.3 0.073 547 14.2 12x 20 ShMt rt1 rb2 Ox0 660 236 136.0 0.097 566 11.9 12x 14 ShMt rt1 Return Trunk Detail Table Trunk Htg Gg Design Veloc Diam H x W Dud Name Type (ctm) (dm) FR (fpm) (in) (in) Material Trunk rt1 PeakAVF 1147 1147 0.073 688 15.4 12 x 20 ShtMett wrightsoft' 2022-Mar-04 09:32:45 Right-SuiteG Universal 2021 21.0.11 RSU16998 Paget ACCK ...tH\PCYukosFMG(Yuri)\10PrlingtonPlace.rup Calc=MJ8 FrontDoorlams: N + wrightsoft' Duct System Summary Jo 10 Arlington �ZPlace Upper Living AC 2 By. Kenneth D.Ptainas Web Reps LLC Plan: 10 Arlington Place 1880 82nd Ave.Suite#203,Vero Beach,FL 32966 Phone_800-810-3280 Fax 888-971-2999 Email:manualj@vebrepsusa.com License:CAC-05409 Project For: Yuri Shneider,Yukos Mechanical Inc. 16-C Heritage Dr.,New City,NY 10956 Phone:845-300-6653 Email:yuri12856@yahoo.com Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.36 in H2O 0.36 in H2O Supply/return available pressure 0.272/0.088 in H2O 0.272/0.088 in H2O Lowest fiction rate 0.139 in/100ft 0.139 in/100ft Actual airflow 1147 dim 1147 cfm Total effective length(TEL) 260 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (Cfm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk BALCONY C 4267 144 264 0.178 8.0 Ox0 VIFx 12.3 140.0 st2 B!4-H 3 h 660 32 15 0.193 4.0 Ox 0 V I Fx 10.8 130.0 st1 BEDROOM 2 h 3143 150 150 0.153 7.0 Ox 0 VI Fx 27.0 150.0 st2A BEDROOM 3 h 3816 182 142 0.156 7.0 Ox 0 VI Fx 23.8 150.0 st1 A BEDROOM 4 h 3972 190 155 0.140 7.0 Ox 0 VI Fx 24.0 170.0 st2B COMM BATH C 1764 92 109 0.158 6.0 Ox 0 VI Fx 12.3 160.0 st2A M BATH h 1436 69 64 0.144 5.0 Ox 0 VI Fx 18.5 170.0 SO B M w I c h 1461 70 10 0.167 5.0 Ox 0 VI Fx 28.0 135.0 st2 MASTERBEDROOM C 1572 94 97 0.139 5.0 Ox0 VIFx 26.0 170.0 st1A MASTERBEDROOM-A c 1572 94 97 0.151 5.0 Ox0 VI Fx 19.8 160.0 st1A vD C 703 31 43 0.185 4.0 Ox 0 VI Fx 6.8 140.0 st1 SupplyDetail Table Trunk Htg CA Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st1A PeakAVF 439 400 0.139 632 9.5 10 x 10 ShtMetl st1 s1213 PeakAVF 190 155 0.140 683 6.9 10 x 4 ShtMetl st2A st2A PeakAVF 432 414 0.140 622 9.4 10 x 10 ShWetl st2 st2 PeakAVF 646 688 0.140 619 11.2 10 x 16 ShtMetl st1B PeakAVF 69 64 0.144 247 4.7 10 x 4 ShWetl st1A st1 PeakAVF 501 459 0.139 601 10.0 10 x 12 ShVetl wrightsoft- 2022-Mar-04 09:32.45 Right-Suite®Universal 202121.0.11 RSU16998 Page ACCA ...t FNPOYukos HVAC(Yuri)110Arlington Place.rup Calc=MJ8 Front Door faces:N I 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) Mat Trunk rb5 Ox0 326 268 63.8 0.139 598 10.0 Ox 0 VIFx rb1 Ox0 820 879 63.5 0.139 497 18.0 Ox 0 VIFx wrightsaft` 2022-Mar-04 09:32:45 M.„,..w,. Right-Suite®Universal202121.0.11 RSU16998 Page ACCA ...t HVNC\Yukos H\PC(Yun)\1 0 Arlington Place.rup Calc=MJ8 Front Door faces:N MASTROGIACOMO PKOJEC'C: PROPOSED 1 FAMILY KE51DENCE DATE: 10/12/2021 ADDKE66 : G&G HOME BUILDERS PKEPD BY: MM 1 AKLINGTON PLACE CHK'D BY: MM RYE BKOOK. NEW YOKK r� C- L SIMURFACE M1RATOR DESIGN R E VI C, A)DESIGN CURIA PLA I OCT 13 2021 1. DESIGN STORM INFOKMA11ON : '25 YEAK - 24 HK TYPE III STORM T INTENSCIY: 0.50 inched DROP DIMENSION K BUILDINQ T STORM PUKA11ON : 24.00 boom PERC.KATE 11ME 60.00 ftur" 2. IMPERVIOUS AKEAS : M. HOUSE W/.PORCH. &PA1IO 18-93.00 SF PK. DRIVEWAY 1151.00 SF 0.00 SF 0.00 SF 15)301L.PERCOLATION RATE Or a SUKFACE AKEA OF CYLINDER(AG'.) Ac .� flDHavg 2.226 5F D=12" b.BOTTOM AKEA OF CYLINDER(Ab) Ab � T1 D`/4 0.786 SF c.. PEKCOLATION AKEA (Ap:� o Ap = Ab + Ac 3.011 SF 1 D W r m o d PERCOLATION VOLUME Fv m = Pv Ab + h 0.196 CF x _ �wwawawa oq u ♦w �� �+► a.Sr'OIL.PERCOLA710N KATLC :Sr 5r = Pv/Ap/11ME • �'` Sr .- 0.003201 CF/SF/MIN A D = 12 Sr = 4.690 CF/SF/DAY r^ �► � f Havg - 8.5 NOTE: Deduct 25% for clogging factor h` 3.00 Sr G 3.522 CF/SF/DAY s ' 0 S T TIME 20.00 MASTROGIACOMO ENGTI�TEERING, P.C. Q Its IXATOK 315.ECiED CULTECT KEGHARGER 330XL L= 7.00 FIT CAPACITY(no otone:,: 40.61 CF(Vne) W= 4.33 FT CAPACITY(stone): 7 0.7 7 CF(Ve) H� 2.54 FT D)Q�H.7RATOR DIr3K3N 1. 24 HOUR PE.RGOLATION VOLUME(Vp) Vp = LWSr = 106.74CF 2.TOTAL 24 HOUR PERCOLATION :Vt Vt ; Vo + Vt 177.51 CF 3. COMPUTE NUMBER OF INFILTRATORS ':Nl',; PR. HOUSE W/. PORCH, AREA _ 1853.00 SF & PA110 RUNOFI:VOLUME 1012.07 CF N.I. _ 5.71 THEREFOR U5E 5.71 INFILTRATORS PR. DRIVEWAY AREA _ 1151.00 SF RUNOFF VOLUME _ 028.21 CF N.J. _ 3.54 THEREFOR USE 3.54 INFILTRATORS AREA _ 0.00 SF RUNOFF VOLUME _ 0.00 CF N.I. 0.00 THEREFOR USE OAO INFILTRATORS AREA _ 0.00 5F RUNOFF VOLUME _ 0.00 CF N.I. 0.00 ,r THEREFOR USE 0.00 INFILTRATORS 0 AREA 0.00 SF RUNOFF VOLUME 0.00 GF N.I. 0.00 THEREFOR USE OAO INFILTRATORS w TOTAL NUMBER OF INFILTRATOR 10 CULTECT INFILTRATORS MASTROGIACOMO PKOJECr: PROPOSED 1 FAMILY RESIDENCE PATE: 10/12/2021 ADDKESS : G&G HOME SUILDEKS PKEPD BY: MM 1 AKLINGTON PLACE CHK D BY: MM RYE BKOOK, NEW YOKK L SU88URFACE 1Npl.TRATOK DEENGN A)DESIGN CRffERlA 1. DESIGN STORM INFORMATION : 25 YEAK - 24 HK T1rPE III STORM EVEW. INTENSITY: 0.56 lrK hes DROP DIMENSION 3.00 hchee STORM DURATION : 24.00 hours PEKC.RATE TIME 00.00 mhvCes 2. IMPEKVIOUS AKEAS : PK. HOUSE W/.POKCH. RE ' & PA110 18-93.00 SF PLA M.DKNEWAY 1 151.00 SF DAr OCT 3 1021 0.00 SF VILLgGE 0.00 SF BUILDING p_ n l;PgRrA4`NT 15)30L PEKC01,00N RATE(Sr) a. SUKFACE AKEA OF CY1..INDEK (Ac? Ac -� PI DHavg 2.226 SF D=12" b. BOTTOM AKEA OF CYLINDER CM Ab (PI DZi/4 0.786 SF c.PEKCOLA11ON AKEA iAp; c Ap = Ab + Ac 3.011 SF D W r v m v d PEKCOL.ATION VOLUME fv; A Pv = Ab+ h = 0.196 CF o ��� r •� e. SOIL PEKCOLA110N KATE :Sr. ��+,�`� 'A `•�i Sr .- Pv/Ap/1lME Sr = 0.003201 CF/SF/MIN D = 12 Sr = 4.696 GF/SF/DAY : R. Havg z 8.5 NOTE: Deduct 251L for clogghg factor h: 3.00 Sr c 3.522 CF/5E/DAY 11ME = 20.00 «;s��►sM' MASTROGIACOMO ENGINEERING, P.C. Q Its IXAVK 9p.ECIED: CULTECT FECMKOER 330XL L= 7.00 F( CAPACITY ono etone: 40.01 CF(Vnel W, 4.33 FT CAPACITY More): 70.77 CF(Ve) H� 2.54 FT D)DMIKATOK DESK3N : 1. 24 HOUR PEKCOLA110N VOLUME (Vp) Vp = LWOr = 100.74CF 2.TOTAL 24 HOUR PERCOLATION 'Yt Vt = Vo + Vt = 177.51 CF 3. COMPUTE NUMBER OF INFILTRATORS KID PR. HOUSE W1. PORCH, AKEA _ 1853.00 5F & PATIO RUNOFF VOLUME _ 1012.07 CF N.I. _ 5.71 THEKEFOK USE 5.71 INRLTKATOKS PR. DKIVEWAY AREA _ 1 151.00 SF KUNOff VOLUME _ 628.21 CF N.I. _ 3.54 THEKEFOK USE 5.54 INFITKATOKS AKEA 0.00 OF RUNOFF VOLUME 0.00 a-- N.I. _ 0.00 THEKEFOK USE OAO IN19LTKATOKS AKEA _ 0.00 5F RUNOFF VOLUME _ 0.00 CF � N.I. 0.00 �.. THEREFOR USE OAO INFILTRATORS 0 AKEA 0.00 OF V RUNOFF VOLUME 0.00 CF '. N.I. 0.00 THEREFOR USE OAO INFILTKATORS TOTAL NUMI3EK OF INRLTRATOK 10 CULTECT INfiLTR.ATORS D CC EWE ester Vcom DEC - 5 2022 VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Executive Sherlita Amler,bID Commissioner of Health November 15, 2022 Fire Protection Design, INC. 14 Denver Drive New City New York, 10956 Attn: Douglas W. Schmidt, P.E RE: Log #: 13830-22-DCDA Application for Backflow Prevention Device 10 Arlington Place Rye Brook, NY 10573 Dear Mr. Schmidt: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. 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://health.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-BRowCu�westchestergov.com . Respectfu I Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT: DR cc: John Gizzo, G & G Home Builders Frank McGlynn, Manager, Veolia Water New York Michael Izzo, Building Department, Rye Brook (V) File COO) RECYCLE Department of Health 25 Moore Avenue Mount Kisco,N'Y 10549 Telephone: (911)813-5000 Fax: (91 i)81:3-5003 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. 13830-22-DCDA -7Facility: City, Village, Town: County: 10 Arlington Place R e Brook V Westchester Owner's Mailing Address: John Gizzo G & G Home Builders 15 Hamilton Avenue Greenwich, CT 06830 Physical Location of Backflow Prevention Device(s): Basement- Boiler Room Description of Devi ce(s):0ne(1)-2-1/2 inch Blackflow Direct Deringer 30 (DCDA-Lead Free)(Fire Service) Water Supplier: Veolia Water New York Frank McGlynn 11ui11 v�SigiiaL U i�cprcSci L LIVIU. Mailing Address: 2525 Palmer Avenue, 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 backflow prevention device tester test the above backflow 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: DATE: November 15, 2022 Delroy Taylor, P.E. Assistant Commissioner RECEIVED JAN 14 2022 VILLAGE CLERK'S OMCE January 13, 2022 APPROVED 6-0 RESOLUTION APPROVING A SITE PLAN AND STEEP SLOPES PERMIT APPLICATION FOR PROPERTY LOCATED AT 10 ARLINGTON PLACE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Stephen Marchesani, RA, on behalf of the property owner, G&G Home Builders, Inc, submitted an application for approval of a Site Plan and Steep Slopes Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the property located at 10 Arlington Place, in the R10 Zoning District, Section 135.44, Blockl, Lot 39 as shown on the Town of Rye Tax Assessor's Map (the "Property"); and WHEREAS, the Planning Board is the Approval Authority for the Site Plan application pursuant to Section 209-1.A(2)(a), Section 209-1.13(5)(a)[3]; and WHEREAS, the Planning Board is the Approval Authority for the Steep Slopes Permit application pursuant to Chapter 213 of the Village Code; and WHEREAS, the Planning Board reviewed the following plans and application materials: 1. Short Environmental Assessment Form dated 8/25/21 and EAF Mapper Summary Report dated 8/26/21; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List & Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by Rampa Land Surveying, PC dated 5/31/21; 8. The following engineering plans generally entitled, "Proposed 1 Family House for G&G Home Builders" prepared SMM Architect, PLLC: a. Drawing No. C1, "Site Plan," last revised 12/20/21 b. Drawing No. C2, "Steep Slope Plan," dated 7/30/21 c. Drawing No. C3, "Details," dated 7/30/21 d. Drawing No. C4, "Construction Management Plan," dated 12/20/21, e. Drawing No. Al, "Site Plan," last revised 12/20/21 f. Drawing No. A2, "Elevation," dated 7/30/21 g. Drawing No. A3, "Foundation Plan," dated 7/30/21 h. Drawing No. A4, "First Floor Plan," dated 7/30/21 i. Drawing No. A5, "Second Floor Plan," dated 7/30/21 j. Drawing No. A6, "Roof Plan," dated 7/30/21 k. Drawing No. A7, "Elevation," dated 7/30/21 1. Drawing No. A8, "Elevation," dated 7/30/21 m. Drawing No. A9, "Elevation," dated 7/30/21 n. Drawing No. A10, "Section." dated 7/30/21; and 9. A plan entitled, "Tree Removal and Planting Plan," prepared by Dean Pushlar, ASLA, PLA, dated 10/12/21; and WHEREAS, the Proposed Action is a Type II Action pursuant to 6 NYCRR 617.5(c)(12) of the New York State Environmental Quality Review Act (SEQRA) requiring no further environmental review; and WHEREAS, a duly advertised public hearing was opened by the Planning Board on November 18, 2021 and continued to January 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 January 13, 2022; and WHEREAS, due to public health and safety concerns related to the current COVID- 19 pandemic, the January 13, 2022 meeting of the Planning Board at which this application was heard, was duly noticed and held via videoconference in accordance with Part E of Chapter 417 of the Laws of 2021 the which suspend the "in-person"requirements of the NYS Open Meetings Law and provide alternative means by which to conduct public meetings and hearings; and WHEREAS, the Planning Board considered the Steep Slopes Work Permit standards set forth at Village Code § 213-6 concerning the disturbance of steep slopes on the Property which will involve the disturbance of 850-870 square feet of steep slopes on the Property; and WHEREAS, the Planning Board has considered the site plan review standards set forth in Chapter 209 of the Village Code; and WHEREAS, the Planning Board, Village Planning Consultant, Village Engineering Consultant and Village staff have reviewed all application materials, including public comments; and WHEREAS,the Planning Board is fully familiar with the application and the property. NOW THEREFORE BE, IT RESOLVED, that for the reasons stated herein, the Village of Rye Brook Planning Board hereby approves the Site Plan and Steep Slopes Work Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the Property, subject to the following conditions: 1. The Planning Board hereby requires the Applicant to submit a Construction Management Plan pursuant to Village Code § 209-2.B. 2. Prior to the issuance of a building permit, the site plan shall be amended to include the standard Rye Brook tree protection details and notes included in Chapter 235. 3. Based on the Tree Removal Plan, 22 replacement trees will be required to be planted. The Applicant shall plant 14 replacement trees on the property and shall make a payment to the tree fund for the remaining 8 replacement trees. 4. The Applicant shall use a water truck to mitigate dust if the Building Inspector determines that a water truck is necessary to address air quality concerns. 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. Gottlieb, Mr. Michal Nowak, Superintendent of Public Works/Village Engineer, called the roll: MR. GOTTLIEB Voting Aye MR. GRZAN Voting Aye MR. MORLINO Voting Aye MS. SCHOEN Voting Aye MR. TARTAGLIA Voting Aye CHAIRMAN GOODMAN Voting Aye RECEIVED OCT 15 2021 October 14, 2021 VILLAGE CLERK'S OFFICE RESOLUTION SETTING A PUBLIC HEARING REGARDING SITE PLAN AND STEEP SLOPES PERMIT APPROVALS FOR 10 ARLINGTON PLACE VILLAGE OF RYE BROOK PLANNING BOARD WHEREAS, Stephen Marchesani, RA, on behalf of the property owner, G&G Home Builders, Inc, has submitted applications for approval of a Site Plan and Steep Slopes Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the property located at 10 Arlington Place, SBL 135.44-1-39 on the Town of Rye Tax Map, in an R- 10 Zoning District; and NOW, THEREFORE, BE IT RESOLVED, the Planning Board of the Village of Rye Brook will hold a public hearing on November 18, 2021 at 7:30 p.m. in Village Hall, 938 King Street, Rye Brook, New York or in a virtual format as may be determined depending on public health concerns to consider the above-referenced application; and BE IT FURTHER RESOLVED, that the Applicant is hereby directed to comply with Section 250-40 of the Village Code regarding notification of the public hearing. On motion by Mrs. Schoen, seconded Mr. Morlino, Mr, Nowak, Superintendent of Public Works, called the roll: MR. GOTTLIEB Voting Yes MR. GRZAN Voting Yes MR. MILLER Voting Excused MR. MORLINO Voting Yes MRS. SCHOEN Voting Yes MR. TARTAGLIA Voting Yes CHAIRMAN GOODMAN Voting Yes NOTICE OF PUBLIC HEARING Public Notice is hereby given for a Site Plan Application & Steep Slopes Permit Application submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a Public Hearing before the Planning Board on November 18, 2021 at 7:30 p.m., at Rye Brook Village Hall, 938 King Street, Rye Brook, New York 10573. Owner: G & G Home Builders Inc. Applicant: Stephen Marchesani, RA Premises: 10 Arlington Place (Parcel ID# 135.44-1-39) Application: Review of a Site Plan Application and Steep Slopes Permit Application for the proposed new single family dwelling with attached two car garage and finished basement. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. SC�1dPLkb) \ C n" c e Vdlaqe C)T A�4 Janusz 1/ 11 IQC]e a � �0Ce Cg U r6h S-� . :PDY4 Cf-)eS4erjJY 1 D S-7 3 IlaYdesty 555 Theodore Fremd Ave.,Suite C-301 Rye,NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com LJ E MEMORANDUM JAN - 1 2022 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK Planning Board of the Village of Rye Brook BUILDING DEPARTMENT Date: January 6, 2022 Subject: GO Homebuilders, Inc. — 10 Arlington Place—Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Stephen Marchesani, RA, on behalf of the property owner, G&G Home Builders, Inc, for approval of a Site Plan and Steep Slopes Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the property located at 10 Arlington Place, SBL 135.44-1-39 on the Town of Rye Tax Map, in an R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 8/25/21 and EAF Mapper Summary Report dated 8/26/21; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List&Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by Rampa Land Surveying, PC dated 5/31/21; 8. The following engineering plans generally entitled, "Proposed 1 Family House for G&G Home Builders" prepared by SMM Architect, PLLC: a. Drawing No. C1, "Site Plan," last revised 12/20/21, b. Drawing No. C2, "Steep Slope Plan," dated 7/30/21 C. Drawing No. C3, "Details," dated 7/30/21 d. Drawing No. C4, "Construction Management Plan," dated 12/20/21, e. Drawing No. Al, "Site Plan," last revised 12/20/21, f. Drawing No. A2, "Elevation," dated 7/30/21 g. Drawing No. A3, "Foundation Plan," dated 7/30/21 h. Drawing No. A4, "First Floor Plan," dated 7/30/21 lardesty &Hanover engineering that moves you ---- — i. Drawing No. A5, "Second Floor Plan," dated 7/30/21 j. Drawing No. A6, "Roof Plan," dated 7/30/21 k. Drawing No. A7, "Elevation," dated 7/30/21 I. Drawing No. A8, "Elevation," dated 7/30/21 M. Drawing No. A9, "Elevation," dated 7/30/21 n. Drawing No. A10, "Section." dated 7/30/21 9. A plan entitled, "Tree Removal and Planting Plan," prepared by Dean Pushlar, ASLA, PLA, dated 10/12/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the construction of a single-family home. 2. Steep Slopes Permit. As originally proposed, the construction of the proposed home required 850 square feet of disturbance to the existing moderately (15% to 25%) steep slopes on the property. We question if shifting the proposed home 2 feet resulted in additional steep slope disturbance. If additional steep slopes will be disturbed, the Steep Slopes Plan and Application will need to be revised accordingly. 3. Tree Replacement. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. It appears that, based on the Tree Removal Plan, 22 replacement trees will be required. The Applicant has proposed 14 replacement trees to be planted on the property and a payment to the tree fund for the remaining 8 replacement trees. 4. A detail of the proposed black fence should be provided in the plan set. All of our previous comments have been addressed. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public Works/Village Engineer Drew Victoria Gamils, Esq., Village Attorney Stephen Marchesani, RA,for the Applicant Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com ��MEMEG:NOVI ORANDUM21To: Robert I. Goodman, Chairman, and the BRppKPlanning Board of the Village of Rye Brook TMENT Date: November 12, 2021 Subject: GO Homebuilders, Inc. — 10 Arlington Place —Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Stephen Marchesani, RA, on behalf of the property owner, G&G Home Builders, Inc, for approval of a Site Plan and Steep Slopes Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the property located at 10 Arlington Place, SBL 135.44-1-39 on the Town of Rye Tax Map, in an R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 8/25/21 and EAF Mapper Summary Report dated 8/26/211 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List &Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by Rampa Land Surveying, PC dated 5/31/21; 8. The following engineering plans generally entitled, "Proposed 1 Family House for G&G Home Builders" prepared SMM Architect, PLLC, dated 7/30/21: a. Drawing No. C1, "Site Plan," last revised 10/12/21, b. Drawing No. C2, "Steep Slope Plan," C. Drawing No. C3, "Details," d. Drawing No. Al, "Site Plan," e. Drawing No. A2, "Elevation," f. Drawing No. A3, "Foundation Plan," g. Drawing No. A4, "First Floor Plan," h. Drawing No. A5, "Second Floor Plan," Hard, estv &Hanover engineering that moves you i. Drawing No. A6, "Roof Plan," j. Drawing No. A7, "Elevation," k. Drawing No. A8, "Elevation," I. Drawing No. A9, "Elevation," M. Drawing No. A10, "Section." 9. A plan entitled, "Tree Removal and Planting Plan," prepared by Dean Pushlar, ASLA, PLA, dated 10/12/21. Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEQR because it involves the construction of a single-family home. 2. Steep Slopes Permit. Construction of the proposed home will require 850 square feet of disturbance to the existing moderately (15% to 25%) steep slopes on the property. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Tree Replacement. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. It appears that, based on the Tree Removal Plan, 22 replacement trees will be required. The Applicant has proposed 14 replacement trees to be planted on the property and a payment to the tree fund for the remaining 8 replacement trees. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner cc: Honorable Mayor and the Village Board of Trustees Christopher Bradbury, Village Administrator Michal Nowak, Superintendent of Public WorksNillage Engineer Drew Victoria Gamils, Esq., Village Attorney Stephen Marchesani, RA, for the Applicant Hardesty 555 Theodore Fremd Ave.,Suite C-301 Rye, NY 10580 &Hanover T:914.967.6540 www.hardestyhanover.com E �V LE. I MEMORANDUM OCT - 8 2021 To: Robert I. Goodman, Chairman, and the VILLAGE OF RYE BROOK BUILDING DEPARTMENT Planning Board of the Village of Rye Brook Date: October 8, 2021 Subject: G&G Homebuilders, Inc. - 10 Arlington Place-Application for Approval of a Site Plan and Steep Slopes Permit As requested, we have reviewed applications, correspondence and plans submitted by Stephen Marchesani, RA, on behalf of the property owner, G&G Home Builders, Inc, for approval of a Site Plan and Steep Slopes Permit for the construction of a single-family dwelling with an attached two-car garage and finished basement on the property located at 10 Arlington Place, SBL 135.44-1-39 on the Town of Rye Tax Map, in an R-10 Zoning District. Review We have reviewed application materials and plans that include the following items: 1. Short Environmental Assessment Form dated 8/25/21 and EAF Mapper Summary Report dated 8/26/21; 2. Application for Site Plan Approval; 3. Site Plan Submittal Review Checklist; 4. Building Permit Check List&Zoning Analysis; 5. Exterior Building Permit Application; 6. Steep Slope Work Permit Application; 7. A topographic survey prepared by Rampa Land Surveying, PC dated 5/31/21; 8. The following engineering plans generally entitled, "Proposed 1 Family House for G&G Home Builders" prepared SMM Architect, PLLC, dated 7/30/21: a. Drawing No. C1, "Site Plan," b. Drawing No. C2, "Steep Slope Plan," C. Drawing No. C3, "Details," d. Drawing No. Al, "Site Plan," e. Drawing No. A2, "Elevation," f. Drawing No. A3, "Foundation Plan," g. Drawing No. A4, "First Floor Plan," h. Drawing No. A5, "Second Floor Plan," Hardesty &Hanover engineering that moves you i. Drawing No. A6, "Roof Plan," j. Drawing No. A7, "Elevation," k. Drawing No. A8, "Elevation," I. Drawing No. A9, "Elevation," M. Drawing No. A10, "Section." Please note that our review is limited to planning and environmental issues. We offer the following comments regarding the application: 1. SEQRA. The Proposed Action is a Type II action with regard to SEAR because it involves the construction of a single-family home. 2. Steep Slopes Permit. Construction of the proposed home will require 850 square feet of disturbance to the existing moderately (15% to 25%) steep slopes on the property. Approval of a steep slopes work permit will require compliance of all grading and filling with the requirements of Chapter 213 of the Village Code. 3. Landscaping.A Landscaping Plan should be included in the plan set. The plan should show existing and proposed landscaping. Grading of the site and the construction of the home will disturb land area that must be restored and replanted. The plans should be revised to show the restoration of grass areas. 4. Tree Preservation and Protection. The plans note that 19 existing trees are proposed to be removed. A survey of existing regulated trees on the property (including size, species and condition) should be provided to comply with the requirements of Chapter 235 of the Village Code. Required tree protection measures to be installed during construction for all trees to remain should be shown on the plans. The site plan also should include the standard Rye Brook tree protection details and notes included in Chapter 235. As required by Chapter 235, if the tree to be removed has a DBH of 10 inches or greater, a replacement tree will be required. It appears that, based on the caliper inches noted on the plans, 19 replacement trees will be required. The location, size and species of all replacement trees should be provided on the Landscaping Plan. We look forward to discussion with the Board. Sarah L. Brown, AICP Senior Planner Hardesty &Hanover _ engineering that moves you 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 Stephen Marchesani, RA,for the Applicant BUILD '�WtMENT VIL" E Of Ay )OK 938 KING ET RYE BR dk,NY 10573 AUG 2 6 2�2�--, t 0+ �;: w frol wr VILLAGE OF RYE BROOK ' ' A BUILDING DEPARTMENT FOR OFFICE USE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date: PB/C)pprea-,/ Date: 1'/3l- o� Attach Resolution Hereto: BOT[ ] PB[,4 ZBA[ ] Chairman: SITE PLAN FEE: 5/ DATE PAID: ENVIRONMENTAL FEE: 'IN c ?,6 J DATE PAID: OTHER: *********************************************************************************************************** APPLICATION FOR SITE PLAN APPROVAL Submission of this application does not assure placement on any Planning Board Agenda.The Applicant will be notified of such placement. *********************************************************************************************************** This application references but is not limited to the following sections of the Code of the Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 TREES,§107 DEMOLITION OF BUILDINGS,§224 SWIMMING POOLS,§121 EXCAVATION&TOPSOIL REMOVAL, §118 EROSION&SEDIMENT CONTROL, §213 STEEP SLOPES PROTECTION, §219 SUBDIVISION OF LAND, §250-40 NOTIFICATION REQUIREMENTS. Applicants and their Design Professionals are strongly advised to review the above mentioned code sections online at,www.rvebrook.org prior to completing and/or submitting this application. APPLICATION FEE SCHEDULE: Residential Dwellings- $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 lees are non-refundable. The applicant's Escrow Account must have a positire balance at all times prior to any Consultant,Attorney, or Village review. Escrow Fees and Site Plan Fees must be paid on separate checks made payable to the Pillage of'Rye Brook. 1. Site Address: 0 AJZ(_l 14&1'D1.i �( Parcel ID#: I one: Je 2. Property Owner: �? _?I L�� Address:/5/I7S1'71LTDK E,U2Ej5,4tczU..1 Qr ,,03C,)E-Mail: Tel.#: 72 �g Other: 3. Applicant: $>_ jQ(4 " Address: E-Mail: Tel.#: yam/ Other: 4. Design Professional 6Z�P1. &4 M,a2Gtki;CA7 . 1 Address;S 1 717'GlgC _Y)Q577-Mail: �y l?�ES�, I,d,• Y_.Ci f Tel.#: g�Gl �...��—t�26�� Other: 5. Designate to whom correspondence is to be sent: t2M?Aga.I Note:If applicant is a"Contract Vendee",please attach a copy of the contract summary with financial and confidential terms deleted. 1 8112/2021 6. Street which property abuts: AP=U 1 L-Z-7Z j,i 7. Does property connect directly into State or County highway? P-fNO ( ) YES: 8. Is site within 500 feet of Village Boundary? ( ) NO ( )YES if yes note all bordering municipalities: 9. Total area of site: Vo Z85.4& Area of site activity: 10. Site coverage: 4! ��%; Building coverage: 14°5L % 11. Existing building size: New/additional building size: 4q-Zs F 12. Existing parking spaces: New parking spaces: 13. Nature of proposed activity: oL- Z) 1 F421 TENCE 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. N�tI�C.T'1CJf STATyF MrW'( , COUNTY OF ) as: GJt tool-M c&x%Q , being duly sworn,deposes and states that he/she is the applicant above named, (print name of indiNidual 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 snake and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this t Sworn to before me this 4e -411�_ day of , 20 vZ� day 60/' , 20 Q�- zoo N P li - tary P lie nature o r)1 Owner ature of Applicant —�a�q-a �'2 7C) �! o/-1� ��i,LZC , Print Name of Property Owner Print Name of Applicant Lynda Derenzis Lynda Derenzis Notary Public-Connecticut Notary Public-Connecticut My Commission Expires My Commission Expires November30,2024 November30,2024 —1 El 2 8112/2021 VILL OF RY OOK 938 King S , Rye Broo Y. 10573 AUG 2 6 2�2� 9 =07 � VILLAGE OF RYE BROOK BUILDING DEPARTMENT 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. S. 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,��- � K&9Q=i ai;6�� 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: Wwoa/ }- Applicant: �Ej�lZGf-! �. Address: PL;EC� '�, M t'• /62!�- 77 Tel. #: ����6,�� /� Fax: E-Mail:� I��4-,�/�,�',�L`Y_ • �'�/ Project Name: A RUN&'�&} R-Aee Project Address: � RUNV&� Current Property Owner:CG �(T 2 Lt a g 1= a l xEa-s Address: [Tj I },r!, lIL`1'OltlWE Tel. #:2 1-9�y�-'� 729fj Fax: E-Mail:J 6?/ZW92 IDENTIFICATION OF PROPERTY: Identifying Title: 10 RACeE Tax Designation: Section: � 4¢- Block:_ Lot: -1747 Zoning District:R-D Street which property abuts: 4LU N62 721-4 Plan Submission Date: Site Plan Checklist Page I of 7 8/12/2021 Project Address_1 ARW N(.,TG).t Pb Z Y N NA PLAN REQUIREMENTS 000 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. e O O One(1)electronic copy of all submitted plans and surveys. ,KO O Topographic Survey stamped by New York State Land Surveyor with license number and seal. JW O O Topographic survey scale of one(1)inch per twenty(20)feet or larger. 00 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 O O Name of the proposed subdivision plan. y O O Name and address of the owner of record. Rl O O Name and address of the applicant. 00 O Deed reference(s). Qf 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. pr O O North arrow and scale. O O Location map at the minimum scale of 1"equals 1,000 feet. V O O Area of all lots,in square feet. 00 O Engineering notes on plans as stated in application packages. 00 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. 00 JOr Any prior land use approvals with respect to the subject property. f910 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. l O O Other existing site improvements,including,but not limited to,fences,landscape or retaining walls,landscaping & screening. f6 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. 00 O Fees paid to The Village of Rye Brook Building Department. O O O Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTINGPROPERTYINFORMATION A O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. 0 O O Zoning and use of abutting properties noted on plans. Pf O O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. O O Location and description of existing easements within one hundred(100)feet of the site. O O ¢ Location of existing private or public trails within one hundred(100)feet of the site. O O O Location of existing roads,scenic roads and/or driveways within two hundred(200)feet of the site. O O Location of proposed parkland.If none state nearest recreation facility O O Jy Location of existing septic system leach fields within two hundred(200)feet of the site. ld 00 Locations,dimensions,grades and flow direction of existing sewers,culverts,waterlines as well as other underground utilities within and adjacent to the property. Site Plan Checklist Page 2 of 7 8/12/2021 Project Address/O AJZuw Jr.1 O 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. Y N NA PROPOSED SITE PLAN INFORMA TION Of O O Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. 9P'O O Location of all building setback lines. .000 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. jd O 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. ,6-0 O Location and proposed development of all buffer areas,including existing vegetative cover. ,000 Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. O O Shape,size,height and location of all existing and proposed buildings. 00,0 Location and description of any existing and proposed easements. ,000 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 J* Identification of the location and amount of building area proposed for retail sales or similar commercial activity. O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). )1F O O Design and location of all existing and proposed wells,septic tanks and leach field systems,or methods of waste water disposal. O O Location,type and size of all existing and proposed landscaping and screening including fences and walls. )0( O O Location,size and proposed screening of outdoor storage areas,if any. ,90 O Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. 00 JW Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. Xl O O Storm drainage plan and plans for snow removal and storage. 00 O Pedestrian and automobile circulation plan. Jr1!O O Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. f�O O Erosion and sedimentation control plan,including installation details of proposed control measures,directive construction notations and a schedule for the installation and maintenance of proposed control measure. O O Description of measures planned to assure proper erosion and sedimentation control in accordance with the requirements of Chapter 118 entitled"Erosion and Sediment Control,"of the Code of the Village of Rye Brook. O O Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices YO O Rock outcroppings and areas of steep slope consistent with the definitions set forth in Chapter 213,Steep Slope Protection, of the Code of the Village of Rye Brook. O O )d Location of any common lands and/or public lands. O O Phasing or an estimated project construction schedule. O O O Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 Project Addresio ,d, UW-7724 .000 Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground P O O Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. 000 Location and size of areas of soils by soil types in the area of proposed disturbance and to a distance of 100 feet surrounding the area of disturbance. O O Cross sections of steep slope areas. O O Retaining walls or like constructions,with details of construction. 000 Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. )4f O O Location of fire and other emergency zones,including the location of fire hydrants. O 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. O O Amount of any bonds required. Y O O Amount of excavated material to be removed from site,if any. Y N NA OTHER(as applicable) j�O O Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O Identification of any federal,state or county permits required for the projects execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental Conservation Law(SEQRA). ,000 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to snake 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. c Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. H.IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure. In some situations,permits and approvals may be required that could change project design. Site Plan Checklist Page 4 of 7 8/12/2021 Project Address10 A2_U IC" �C C ❑ 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/pdfrnaps/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/dpw/bldgpenn.htm. Former County Roads do not need review by the Department of Public Works,but will still likely trigger a review by the County Planning Board. ❑ COUNTY CHANNEL LINES: Applications for development on sites within 100 feet of a designated County Channel Line require a stream control permit from the County Department of Public Works. Information and forms can be found at: www.westchestergov.com/dpw/bidgperm.htm ❑ COUNTY PARK: New construction& land alteration projects adjacent to County parks are expected to address screening& buffer of new uses from the park, as appropriate. Stormwater should not drain from a developed site onto a County park without acceptable quantity and quality controls.County parks are designated as Critical Environmental Areas. ❑ SEWAGE TREATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov.con/transportation/images/Bus%20Service%20Guidelines.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/enviromnent—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/bldgpenm.htm Non-stormwater discharges to the County storm sewer system are prohibited. Ill.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 storrnwater 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/drainbasinsI IxI7.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& ltemid=2204 Site Plan Checklist Page 5 of 7 8/12/2021 Project Address ,b,wbL-" ❑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.dee.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<enud=2458 El Impervious cover should be minimized. Permeable paving surfaces should be used where feasible. Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow,to improve stormwater quality and reduce runoff volume. For more information,go to: www.westchestergov.cotn/stormwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. 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. El 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. ❑Connections could be vehicular or pedestrian/bicycle only,where appropriate. El 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 Addres/0 ARIJ Wzzt% ❑ 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. Name(Print) I, �S��'� MARL /TFcl Signature �C Date 016450"" �fc> i 0�Fi Site Plan Checklist Page 7 of 7 8/12/2021 p ECENE Short Environmental Assessment For Part I - Project Information AUG 16 2021 .3D) VILLAGE OF RYE BROOK Instructions for Completinl; BUILDING DEPARTMENT Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): /0 A Pad w__WTO 4 Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone:q74._ s_01(Y E-Mai1:S E,4 1Aei,c•40K Address: City/PO: State: V Zip Code: 4`� , /C957 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that UP` El may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding�from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval: Vl�E f1�KII.DING �F. tH ❑ vl� � 1 3. a.Total acreage of the site of the proposed action? i acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? -2_-2;, acres 4. Check all land uses that occur on,are adjoining[and]or near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Oeesidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page I of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ Br Elb. Consistent with the adopted comprehensive plan? ❑ 0 ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ RZ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 9 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? V ❑ b. Are public transportation service[(]s[)]available at or near the site of the proposed action? © ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed action? Fr ❑ 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ V 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: �y ❑ I(tJ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: 12. a. Does the rp oject site contain,or is it substantially contiguous to,a building,archeological site,or district NO YES that[a structure that]is listed on[either] the National Register of Historic Places or the State Register of Historic Places or that has been determined by the Commissioner of the NYS Office of Parks Recreation and EV ❑ Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the[proposed action]project site,or any portion of it,located in or adjacent to an area designated as Pr ❑ [archaeologically]sensitive[area] for archaeological sites on the NY State Historic Preservation Office(SHPO) archaeological site inventory? 13. A. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? Z ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? i;�r ❑ If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: � I i I I Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mud-successional ❑Wetland ❑Urban P<uburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? IYJ ❑ 16. Is the project site located in the I00_year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ �'' a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ P— if Yes,briefly describe: 5'� l[ T�,�`r� fz C12MT WU--b DJu U 1L�H 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(�retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: IV ❑ 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I[AFFIRM] EC RTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor me: I Fpj4a d Date: ?- Signature: Title: I]ECGr Page 3 of 3 EAF Mapper Summary Report Thursday, August 26, 2021 2:43 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental 135.44"_47- 135.44-1-52 assessment form(EAF).Not all questions asked in the EAF are = ti —1� 1 answered by the EAF Mapper.Additional information on any EAF { 135.441-38 ' question can be obtained by consulting the EAF Workbooks. Although y 135.441-46 the EAF Mapper provides the most up-to-date digital data available to f DEC,you may also need to contact local or other data sources in order 135.44-1-53 y __� 135.44-1-3'11 to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. Q 135.44-1_19.1.�� i I i Montreal Rye S 135.44-1-4)) 13.5 44-1-3 �J Toronto / 35.441-19 135.44-1-21 135.44.1-41 Vol, HiIAY, Fr.rh-A r ~ 135.44.1 20. A+lhany 35.44'li-42 1 Detralt f octon Providence 'I�tid.Ur!I 135.44-1-18 l rlew York 135.44=1-17' Pittburgh 135.44,1-16 l nhfI� Philadelphia arfililit-NSGS,li termap;INCRUAHITP 1IRCan,Esn Jean.F.1ET1 Esn ;hula if(Hong Kong$,Esn 11EMEAITTCan, Esn Japan I.IET1 Esn China Moncl Konya,Esh Kor-Ni Esn 1Thailand, MGCC 6 Ope?Str'e-t['Iap Contributor,. and the GIS UserC'311)#*4 i W s(dri@?atSteetF.lap contril?'AWLAle}'tlAl? ;IS User Comm unity Part 1 /Question 7 [Critical Environmental No Area] Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] No Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or No Endangered Animal] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report 1 ECE ENGINEERING & >f 1lL DEPARTM " VIL ,E op, RY OOK AUG 2 6 2021 938 KING Q `F�r R�I:BR ,NY 10573 DD VILLAGE OF RYE BROOK BUILDING DEPARTMENT STEEP SLOPE WORK PERMIT APPLICATION FOR OFFICE USE ONLY: PERMIT#: Approval Authority: /I Permit Fee: $ �Isd—/olb /� Planning Board Approval Date: 5/a oqd 2 Superintendent of Public Works Approval Date: Disapproved Date: REQUIREMENT SUBMITTALS: 1. Properly completed&signed application. 2. Steep Slope Work Permit fee$250.00 Application dated, �J�2�/21 is hereby made for a Steep Slope Work Permit. 1. Address: /Q r�N � SBL: l&5, y44—/-31j Zone: V-40 2. Property Owner: g::�J jls F-aZ»v1z; Address:457 YA&Lz24 W. Phone#: Cell#��-qQ�-'72q�} email,�k4ZZ42�2!&MAIL ZCr.IN 3. Applicant: SEE otx)aX2 Address: Phone#: Cell#: email: 4. Contractor: S'Sg OWi tZ Address: Phone k Cell#: email: 5. Full Description of Proposed Work:_� "Mu OM F- y 6. Steep Slope Disturbance: Isolated Steep Slopes under 400 Square Feet: ® Square Feet Disturbed (a)MODERATELY STEEP SLOPE A slope equal to or greater than 15%but less than 25%: % Square Feet Disturbed (b)VERY STEEP SLOPE A slope equal to or greater than 25%but less than 35%: J`r % Square Feet Disturbed (c)EXTREMELY STEEP SLOPE A slope equal to or greater than 35%: % Square Feet Disturbed 7. Conditions for Permit: IF PERMIT IS GRANTED,I AGREE TO COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE FEDERAL, STATE,COUNTY,LOCAL LAWS,SPECIAL ORDINANCES,GENERAL ORDINANCES. ature of Property Owner 8/12/2021 Tara Gerardi From: BarrKratochvil <barrkratochvil@yahoo.com> Sent: Thursday, November 18, 2021 10:11 PM To: Michal Nowak; Tara Gerardi Subject: Request to Defer Timing of Next Hearing and Follow up to Tonight's Hearing re: 10 Arlington Place Site Plan Application To Rye Brook Village Planning Board c/o Michal Nowak and Tara Gerardi: Thank you for the opportunity to be heard at tonight's public hearing regarding the 10 Arlington Place Application for Site Plan. We appreciate the Planning Board's attention to the five issues we raised. For the record,an outline of those issues appears below our signature. 1. If we heard correctly,the public hearing was adjourned to January 13,2022. As the Rye Brook residents most immediately impacted by this application,we would like to continue to attend all meetings especially public hearings on this topic but unfortunately we will be out of state on January 13,2022. We would respectfully ask that the topic be moved to the Planning Board's next following meeting. If that is not possible,is it possible for us to participate remotely? 2.The applicant's architect's proposal,at tonight's hearing,of a white vinyl fence to screen the narrow distance between the proposed home and ours raises a sixth issue for us. This may be a speculative build by an out of state resident. The significance of that,if true,is they would not have to consider the consequences of their decisions. From the perspective of a speculative builder who is not a member of the community,it is sensible to take all necessary measures to keep costs down to maximize their profit when flipping the home. We respectfully request that the Planning Board counteract any additional short-sighted decision making that might result from these circumstances (as the Planning Board did tonight with the proposed white vinyl fence). Regards, Tom Kratochvil and Nancy Barr Outline of Comments Presented at Tonight's Public Hearing My name is Tom Kratochvil. My wife,Nancy Barr and I have been the owners and residents of 12 Arlington Place for 20+ years. 12 Arlington Place is the adjoining property to the west of the property at 10 Arlington Place that is before the Board tonight. Mr.Chairman and members of the planning board,we appreciate the opportunity to speak at tonight's meeting to more fully express our concerns about the project to you and the owner. It will also be helpful for us to better understand the Planning Board's role as we determine whether it is necessary for us to retain independent expertise to help us evaluate the adequacy of the plan in relation to our concerns.As noted in our October 14,2021 email,those concerns include: • Water management • Removal of ledge rock • Need for a Steep Slope Permit • Siting of the house on the property. In addition,after the hearing on October 14,2021 we were introduced to the idea of a"construction management plan"which we imagined could anticipate and mitigate adverse impacts on us and other neighbors of the construction itself. We were disappointed to see that the preliminary,draft resolutions include a waiver of a construction management plan. I address each of these five concerns more fully below. 1. Water management a. We have been more fortunate than many of our Rye Brook neighbors (including nearby neighbors)in never having had any flooding or other adverse impacts from ground water or storm water. 1 b. During our 20+years living at 12 Arlington Place, 10 Arlington Place has been largely vacant,covered with heavy vegetation. C. Questions for the Planning Board: i. What can be done to ensure that the removal of trees and vegetation,the re-grading and landscaping of the property and adding a substantial amount of impervious ground coverage when previously there was virtually none(only a shed)will not result in a shift in ground and/or surface water toward our property risking flooding? ii. We see that the plans contemplate some degree of water management.How does the village evaluate the adequacy of those plans? iii. In limited intemet research,we see issues have been raised about the proper design,installation and maintenance of Cultec systems. For example,at a planning board meeting in the town of Pepperell Massachusetts on August 5,2021,there were between 13 and 17 issues raised requiring revision to the proposed design of a Cultec water management system. And Cultec's own website emphasizes that"We do not recommend that you plant trees or large bushes over the top of the Cultec stormwater management systems or up to 10—15 feet away from the bed perimeter. The tree and plant roots may interfere with the sytems efficiency." iv. From what I have read,at issue are complex considerations and calculations taking into account such things as "Estimated Season High Ground Water Levels,"appropriate"offsets to groundwater levels,"need for a"failure mode," sufficient access to enable cleaning from such things as roofing material and plant debris,control of runoff exiting the system, etc. All of this is beyond my and Nancy's ability to evaluate so it would be helpful to understand what the village is addressing and what reliance we can place on those efforts. 2. Removal of ledge rock a. The presence of ledge rock at the surface is prominent to the front and center of the property. b. Presumably significant amounts of rock will have to be removed to accommodate the structures and to enhance landscaping. C. Questions for the Owner and the Planning Board: i. How does the builder plan to remove it? ii. How could that adversely impact the structures on our property such as our home's foundation,our in-ground pool and fence? iii. What can be done to eliminate those risks? 3. Need for a Steep Slope Permit a. Our Questions: i. What is a"steep slope permit?" ii. Why is it required for building on this property? iii. What is being monitored or reviewed by the village when such a permit is issued? iv. Is it relevant to either of our above concerns? V. Does it introduce new or additional concerns for an adjacent property owner like us? 4. Siting of the house on the property a. The property is located in the villages r-10 zone requiring 10,000 square feet to build.This property apparently clears that requirement but just barely. b. It is also a relatively narrow property with a pitch from west to east. C. As discussed at the October 14 Planning Board meeting,the house appears to satisfy existing setback requirements. d. The planned siting has the 10 Arlington house located closer than most houses in our neighborhood to our shared property line. e. That is exacerbated by our house(built in 1984 by previous owners) being similarly close to the shared side property line. f. We would like to respectfully reiterate our request to the owner and failing that to the Planning Board that the siting of the home be shifted to the east,i.e.,away from our shared property line,as much as possible. 5. Construction Management Plan 2 a. The construction of a home in our quiet corner of Rye Brook will necessarily bring some upset but it would be comforting to know that there was a plan in place to manage that as best as reasonably possible. b. Even prior to actual construction we have had a few incidents that we believe could have been better managed. For example,as the property was being cleared post-sale,one day wood chippers were running from before 8am to almost 4pm directly in front of our house. And when they left,we had to clean our front lawn of wood chips. 3 p ECENE DEC 2 9 2021 VILLAGE OF RYE BROOK SMM Architect PLLC BUILDING DEPARTMENT 5 Scott Circle, Purchase, N.Y. 10577 Phone 914-815-6116 E-mail steve54aia@aol.com December 29, 2021 Village of Rye Brook 938 King Street Rye brook, N.Y. 10573 10 Arlington Place Gentlemen; We have made the following revisions to the plans for 10 Arlington Pl. C1 -we moved the house over 2'-0" to the left away from the neighbor -we showed the inspection port and catch basin before the storm water is fed into the cultecs to keep any sediment from entering C4 is a new drawing for the Construction Management Plan Al -we moved the house to the left and show dimensions to the property line -We changed the fence from white to black If you have any questions please feel free to contact me Sincerely Yo /�,V CH1TF MARCyr� CI co St en Marchesani �+ 016454'v OF SMM Architect PLLC 5 Scott Circle, Purchase, N.Y. 10577 Phone 914-815-6116 E-mail steve54aia@aol.com D t� Village of Rye Brook NOV 12 2U21 938 King St. Rye Brook, N.Y. 10573 VILLAGE OF rYE BROOK BUILDIN-Z PARTMENT RE: 10 Arlington Gentlemen, We have posted a sign on the property on November 4 and mailed notifications On November 5 as required for the notification requirement for the Planning Board. Please see attached mailing information. Sincerely Yours, H tep Marchesani Sj9r 016450 F OF NE`� PUBLIC HEARING A meeting for a Site Plan Approval for a new one family Residence at 10 Arlington Place will be held by the Rye Brook Planning Board on November 18, 2021 at 7:30 PM at the Rye Brook Village Hall, 938 King Street, Rye Brook, N.Y. Additional information is available at the Rye Brook Building Department � NITEL)STATES AOSTAL SERVICE. DOWNTOWN GREENWICH 44 AMOGERONE CROSSWAY GREENWICH, CT 06830-9993 (800)275-8777 11/05/2021 09:26 AM ----------------- Product Oty Unit Price Price PurpleHeartMedal 31 $0.58 $17.98 CTOM - Firm - 31 $14.57 Domestic Grand Total: - $32.55 Debit Card Remitted $32.55 Card Name: VISA Account #: XXXXXXXXXXXX2791 Approval #: 082544 Transaction #: 049 Receipt #: 019937 Debit Card Purchase: $32.55 AID: A0000000980840 Chip AL: US DEBIT PIN: Verified -------------- --- - USPS is experiencing unpracedented volume increases and limited employee availability due to the impacts of COVID-19. 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G REENWICH, CT 06830 Go to: https://ptisLalexperience.com/Pcs NOV 05 21 or scan this code with your mobile device, �� AM0 UNT -� 14.57 ' ti • 0000 R2305E124466 58 d or call 1-800-410-7420. 251 foot Abutters List Report i Y, Rye Town, NY s� �a August 25,2021 �c`'Es ffa„P x, Subject Property: Parcel Number: 135.44-1-39 Mailing Address: Kathryn D. Rende Johnathan Paul Rende CAMA Number: 135.44-1-39 185 Betsy Brown Rd Property Address: Arlington PI Rye Brook, NY 10573 Abutters: Parcel Number: 135.44-1-15 Mailing Address: Andrew D. Berk Jodi Berk CAMA Number: 135.44-1-15 205 Betsy Brown Rd Property Address: 205 Betsy Brown Rd Rye Brook, NY 10573 .. ..... . .... .... ..... . .... ... ... Parcel Number: 135.44-1-16 Mailing Address: Vincent A. Repaci Jr Joanna L. Bell CAMA Number: 135.44-1-16 199 Betsy Brown Rd Property Address: 199 Betsy Brown Rd Rye Brook, NY 10573 --- --- - -- --. Parcel Number: 135.44-1-17 Mailing Address: Catherine Mcdougall-Salgar John CAMA Number: 135.44-1-17 Mcdougall Property Address: 189 Betsy Brown Rd 189 Betsy Brown Rd Rye Brook, NY 10573 ............. ---------.._. .-..----------. .---------....-- ----. .......---....------.....---.-- Parcel Number: 135.44-1-18 Mailing Address: Kathryn D. Rende Johnathan Paul Rende CAMA Number: 135.44-1-18 185 Betsy Brown Rd Property Address: 185 Betsy Brown Rd Rye Brook, NY 10573 ................... ..............,... ... ......... ............... ........... Parcel Number: 135.44-1-19 Mailing Address: Michael Frenklakh Amy Rebecca Frenklakh CAMA Number: 135.44-1-19 177 Betsy Brown Rd Property Address: 177 Betsy Brown Rd Rye Brook, NY 10573 Parcel Number: 135.44-1-19.1 Mailing Address: Grace Ferrante Trust CAMA Number: 135.44-1-19.1 6 Arlington PI Property Address: 6 Arlington PI Rye Brook, NY 10573 Parcel Number: 135.44-1-20 Mailing Address: Erica Lawrence Bradley Lawrence CAMA Number: 135.44-1-20 175 Betsy Brown Rd Property Address: 175 Betsy Brown Rd Rye Brook, NY 10573 Parcel Number: 135.44-1-21 Mailing Address: Ricardo M. Dos Anjos CAMA Number: 135.44-1-21 PO Box 525 Property Address: 169 Betsy Brown Rd Port Chester, NY 10573 --------------- - ..................... . ......... .............. --------- Parcel Number: 135.44-1-30 Mailing Address: Andrew Tokarz Kelly Ann Tokarz CAMA Number: 135.44-1-30 34 Woodland Dr Property Address: 34 Woodland Dr Rye Brook, NY 10573 Parcel Number: 135.44-1-31 Mailing Address: Gerald Dr. Cohen Shizu Cohen CAMA Number: 135.44-1-31 32 Woodland Dr Property Address: 32 Woodland Dr Rye Brook, NY 10573 www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 8/25/2021 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 3 Abutters List Report- Rye Town, NY 251 foot Abutters List Report *� Rye Town, NY .August 25,2021 a tiffs ea,v Parcel Number: 135.44-1-37 Mailing Address: Giulio Conciatori Giulio Conciatori CAMA Number: 135.44-1-37 Irrevocable Trust Property Address: 4 Arlington PI 101 Farmington Rd -• --- ---- . - Wappingers Falls, NY 12590 Parcel Number: 135.44-1-38 Mailing Address: Grace Ferrante Trust CAMA Number: 135.44-1-38 6 Arlington PI Property Address: 6 Arlington PI Rye Brook, NY 10573 ............ Parcel Number: 135.44-1-40 Mailing Address: Thomas J. Kratochvil Nancy Barr CAMA Number: 135.44-1-40 12 Arlington PI Property Address: 12 Arlington PI Rye Brook, NY 10573 ..... ...... .. ............... .. ....................... ............... .................................... Parcel Number: 135.44-1-41 Mailing Address: Hope B. Vespia CAMA Number: 135.44-1-41 14 Arlington PI Property Address: 14 Arlington PI Rye Brook, NY 10573 Parcel Number: 135.44-1-42 Mailing Address: Robert Pecora Roberta Pecora CAMA Number: 135.44-1-42 72 S Regent St Property Address. 16 Arlington PI Port Chester, NY 10573 Parcel Number: 135.44-1-46 Mailing Address: Marvin Bergman Molly Citrin CAMA Number: 135.44-1-46 7 Arlington PI Property Address: 7 Arlington PI Rye Brook, NY 10573 - - -.-..------ .. ----- - — Parcel Number: 135.44-1-47 Mailing Address: Stephen Schmelkin Rose Mary Schmelkin CAMA Number: 135.44-1-47 5 Arlington PI Property Address: 5 Arlington PI Rye Brook, NY 10573 -- ---- - - -- -- ----------• - • -------- - .... .. . ......... ... . .. .. .. . . Parcel Number: 135.44-1-48 Mailing Address: Adam Berman Jennifer Berman CAMA Number: 135.44-1-48 3 Arlington PI Property Address: 3 Arlington PI Rye Brook, NY 10573 .................................. . .....................,......................................... . Parcel Number: 135.44-1-5 Mailing Address: John W. Steele Andrea A. Steele CAMA Number: 135.44-1-5 198 Betsy Brown Rd Property Address: 198 Betsy Brown Rd Rye Brook, NY 10573 Parcel Number: 135.44-1-51 Mailing Address: Carlen Sheer Benjamin Sheer CAMA Number: 135.44-1-51 4 Concord PI Property Address: 4 Concord PI Rye Brook, NY 10573 Parcel Number: 135.44-1-52 Mailing Address: Andrew Gizzo Maria Gizzo CAMA Number: 135.44-1-52 6 Concord PI Property Address: 6 Concord PI Rye Brook, NY 10573 ....... ...... ............ Parcel Number: _ .. . . 135.44-1-53 Mailing Address: Howard Levine Lori Levine CAMA Number: 135.44-1-53 8 Concord PI Property Address: 8 Concord PI Rye Brook, NY 10573 www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 8/25/2021 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 3 Abutters List Report- Rye Town, NY 251 foot Abutters List Report Rye Town, NY aw �` August 25,2021 a JCy!`S ER s Parcel Number: 135.44-1-6 Mailing Address: Stephen Marsalese Marie Ann Marsalese CAMA Number: 135.44-1-6 202 Betsy Brown Rd Property Address: 202 Betsy Brown Rd Rye Brook, NY 10573 Parcel Number: 135.44-1-67 Mailing Address: David A. Oppizzi Michele Oppizzi CAMA Number: 135.44-1-67 178 Betsy Brown Rd Property Address: 178 Betsy Brown Rd Rye Brook, NY 10573 Parcel Number: 135.44-1-68 Mailing Address: James F. Doetsch III Julie Doetsch CAMA Number: 135.44-1-68 182 Betsy Brown Rd Property Address: 182 Betsy Brown Rd Rye Brook, NY 10573 . ................." I I .................................. ...... .................................... Parcel Number: 135.44-1-69 Mailing Address: David P. Steinthal Jennifer A. Schaeffer CAMA Number: 135.44-1-69 190 Betsy Brown Rd Property Address: 190 Betsy Brown Rd Rye Brook, NY 10573 --------- ----- ..........- -------------.......--- ------------ Parcel Number: 135.44-2-3 Mailing Address: David A. Oppizzi Michele Oppizzi CAMA Number: 135.44-2-3 178 Betsy Brown Rd Property Address: 178 Betsy Brown Rd Rye Brook, NY 10573 . .. .. . .. .. .....---- Parcel Number: 135.44-2-36 Mailing Address: Virginia Geldart CAMA Number: 135.44-2-36 75 Haines Blvd Property Address: 75 Haines Blvd Port Chester, NY 10573 ----- - --- - -- - ----- - . ..... Parcel Number: 135.44-2-4 Mailing Address: James III F. Doetsch Julie Doetsch CAMA Number: 135.44-2-4 182 Betsy Brown Rd Property Address: 182 Betsy Brown Rd Port Chester, NY 10573 ..... .......................................... Parcel Number: 135.44-2-5 Mailing Address: David P. Steinthal Jennifer Schaeffer CAMA Number: 135.44-2-5 190 Betsy Brown Rd Property Address: 190 Betsy Brown Rd Port Chester, NY 10573 www.r-ai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 8/25/2021 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 3 of 3 Abutters List Report- Rye Town, NY Adam Berman Erica Lawrence Kathryn D. Rende Jennifer Berman Bradley Lawrence Johnathan Paul Rende 3 Arlington PI 175 Betsy Brown Rd 185 Betsy Brown Rd Rye Brook, NY 10573 Rye Brook, NY 10573 Rye Brook, NY 10573 Andrew D. Berk Gerald Dr. Cohen Marvin Bergman Jodi Berk Shizu Cohen Molly Citrin 205 Betsy Brown Rd 32 Woodland Dr 7 Arlington PI Rye Brook, NY 10573 Rye Brook, NY 10573 Rye Brook, NY 10573 Andrew Gizzo Giulio Conciatori Michael Frenklakh Maria Gizzo Giulio Conciatori Irrevoc Amy Rebecca Frenklakh 6 Concord PI 101 Farmington Rd 177 Betsy Brown Rd Rye Brook, NY 10573 Wappingers Falls, NY 12590 Rye Brook, NY 10573 Andrew Tokarz Grace Ferrante Trust Ricardo M. Dos Anjos Kelly Ann Tokarz 6 Arlington PI 34 Woodland Dr Rye Brook, NY 10573 PO Box 525 Rye Brook, NY 10573 Port Chester, NY 10573 Carlen Sheer Robert Pecora Benjamin Sheer Grace Ferrante Trust Roberta Pecora 6 Arlington PI 4 Concord PI Rye Brook, NY 10573 72 S Regent St Rye Brook, NY 10573 Port Chester, NY 10573 Catherine Mcdougall-Salga Hope B. Vespia Stephen Marsalese John Mcdougall 14 Arlington PI Marie Ann Marsalese 189 Betsy Brown Rd Rye Brook, NY 10573 202 Betsy Brown Rd Rye Brook, NY 10573 Rye Brook, NY 10573 David A. Oppizzi Howard Levine Stephen Schmelkin Michele Oppizzi Lori Levine Rose Mary Schmelkin 178 Betsy Brown Rd 8 Concord PI 5 Arlington PI Rye Brook, NY 10573 Rye Brook, NY 10573 Rye Brook, NY 10573 David A. Oppizzi James III F. Doetsch Thomas J. Kratochvil Michele Oppizzi Julie Doetsch Nancy Barr 178 Betsy Brown Rd 182 Betsy Brown Rd 12 Arlington PI Rye Brook, NY 10573 Port Chester, NY 10573 Rye Brook, NY 10573 David P. Steinthal James F. Doetsch III Vincent A. Repaci J Jennifer Schaeffer Julie Doetsch Joanna L. Bell 190 Betsy Brown Rd 182 Betsy Brown Rd 199 Betsy Brown Rd Port Chester, NY 10573 Rye Brook, NY 10573 Rye Brook, NY 10573 David P. Steinthal John W. Steele Jennifer A. Schaeffer Andrea A. Steele Virginia Geldart 190 Betsy Brown Rd 198 Betsy Brown Rd 75 Haines Blvd Rye Brook, NY 10573 Rye Brook, NY 10573 Port Chester, NY 10573 vow— kol OL it i�,� -� �•..r••-+-"'�,y` i i' log* Yam,•?' �; '+ - + a �. �' 1 T•vrc, � ,.0 t ., �f �S i 1 1 ®r I it ��.• ,,,r, f.. 7 '.. .00 _w< r_ - ice'•' e ` Mom- ~• �,.._ ~_�I_yy • 4t i r -��- , ' to - .- 18 Vdoodland Or 135 44-1-28 tea a c� , ss _ v t ""�4 Rd W4"' G6=c 30 18E o m o ti ui ` �{owt c ry o U ge Y 3 o a q) Q z" 4�0l V 9c�a rn _ 6r U py CD 'S,• ` a G`s���t�' i(IPli S£! > !9 6f 6ro'W"„ . i698e1sy 135 1 0 �n tS-uj c fir rt -. d• ti v o E 1 M as Arimgtor.PI 135.44-1-39 NL E.o 0 O b O M 8.L L) 2 L O- Q Q, r >1 ..... y PcC.npto'a t q"FF d O ` c O a y Em� C,° getsY 8t CO z ^OS ti3�4A 1 y t z u i s m o v n u (O (0 (Q C O E E sNn -16 o Q D o N C E 0 o fit° .' E m c ys>°. i n cro i c n 7! tone *� z. 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Y x.::1 �1�OZ (D U O r- d 3.37 m � o A 2 Q)~ d J� O T p N C o n E Z D d S CO. 1 c ° c o s `o a- �� o- co to �� m- c.=L a� �, T-y. 3 a C V GO V .0 v n r�I) O W-o D J Dcn IFS' ..... m N O N A� E U 1" os D c CO CO -r In C N O O Y N.-.N �m E a oDi O O o d Q C 9 o� Mike Izzo From: Mike Izzo Sent: Thursday, September 22, 2022 8:46 AM To: aberk914@gmail.com Cc: Steven Fews;Tara Orlando; Laura Petersen Subject: RE: Arlington Place - URGENT!!!!!!!! Dear Mr. Berk, Thank you for the email. The new single-family home construction at 10 Arlington Place was permitted on 4/13/22 and is progressing as per the approved plans. Below is Village Code regarding construction activity: § 158-4 Hours for operation of construction and demolition equipment.[Amended 12-15-1992 by L.L. No. 2- 1992; 10-12-1993 by L.L. No. 5-1993;9-26-2006 by L.L. No. 16-2006;6-28-2018 by L.L. No. 7-2018] A. No person, individual,firm,or corporation shall operate any construction equipment, machinery, tool or other device that makes noise audible beyond the property on which it is located except during the following hours and except as provided in§ 158-5: (1)Weekdays (except holidays)between 8:00 a.m. and 6:00 p.m. or dusk,whichever is earlier. (2)Saturdays (except holidays)between 9:00 a.m. and 4:00 p.m. (3)Sundays and holidays, no hours of operation. B. Holidays.[Amended 2-9-2021 by L.L. No. 4-2021] (1) Holidays, for purposes of this chapter, shall be the following: (a)New Year's Day:January 1. (b)Martin Luther King,Jr. Day: third Monday in January. (c) President's Day: third Monday in February. (d)Memorial Day: last Monday in May. (e) Independence Day:July 4. (f Labor Day: first Monday in September. (g)Columbus Day: second Monday in October. (h)Veterans Day: November 11. (i)Thanksgiving Day: fourth Thursday in November. 0)Christmas Day: December 25. (2)When the holidays set forth in Subsection B(1)(a) through(j) fall on a Sunday, the holiday is observed the next day(Monday). § 158-5 Exceptions. A. In cases of emergency, and upon written permission from the Building Inspector or Police Department, a special exception for the use of noisy equipment may be permitted. B. Sirens and other warning devices used by the police, fire, ambulance,civil defense and other vehicles engaged in emergency and/or official functions are excepted. C. This chapter shall not apply to operations conducted or caused to be conducted by the Village of Rye Brook as part of its municipal functions. D. Notwithstanding any provision of§ 158-4 to the contrary, an individual may operate the construction equipment machinery, tools or other devices specified in§ 158-4 on property on which such individual then resides as follows:[Added 10-12-1993 by L.L. No. 5-19931 (1)Weekdays (including holidays), between 8:00 a.m. and 8:00 p.m. or dusk,whichever occurs earlier. (2) Saturdays and Sundays (including holidays), between the hours of 9:00 a.m. and 6:00 p.m. or dusk, whichever occurs earlier. § 158-6 Penalties for offenses. A. Both the owner of any machinery or equipment and its operator shall be deemed in violation of this chapter. 1 B.Any person, firm or corporation violating any provision of this chapter shall be guilty of an offense and punishable, upon conviction thereof, as provided in§ 1-17 of Chapter 1, General Provisions,for each offense, and each day in which such violation shall continue shall constitute a separate offense.[Amended 12-15-1992 by L.L. No. 2-1992] § 158-7 Applicability. This chapter shall apply only to the incorporated area of the Village of Rye Brook. Should you or your neighbors suspect the contractors are working in violation of this chapter please feel to contact the Building Department during regular business hours,or the Police Department during off-hours or weekends. Thank you. Michael J. Izzo Building&Fire Inspector Village of Rye Brook, NY (914)939-0668 Original Message From: aberk914@gmail.com <aberk914@gmail.com> Sent: Wednesday, September 21, 2022 12:23 PM To: Mike Izzo <MIzzo@ryebrook.org> Cc: Steven Fews <SteveFews@ryebrook.org>;Tara Orlando <torlando@ryebrook.org>;Laura Petersen <LPetersen@ryebrook.org> Subject: RE: Arlington Place-URGENT HHH Mike,is this current drilling on Arlington Place authorized? I'm ready to call police already this isn't fair. Noise pollution. Thank you, Andrew Berk 914-760-1911 205 Betsy Brown Road Original Message From: Mike Izzo <MIzzo@ryebrook.org> Sent:Thursday,May 12, 2022 1:54 PM To:Andrew Berk<aberk914@gmail.com> Cc: Steven Fews <SteveFews@ryebrook.org>;Tara Orlando <torlando@ryebrook.org>; Laura Petersen <LPetersen@ryebrook.org> Subject: RE: Arlington Place-URGENT!!HHH Dear Mr. Berk, My site inspection yesterday confirmed that there has been no blasting or use of any explosives whatsoever at this location, and that the chipping initiative appears to be roughly 1/3 complete. After speaking with the contractor, I've further confirmed that there is no blasting or use of explosives slated to take place at any time on this job,and that he anticipates another week at best, to worst case ten days for completion of the chipping. I hope this information was helpful. Michael J. Izzo Building& Fire Inspector Village of Rye Brook,NY 2 (914)939-0668 —Original Message From:Andrew Berk <aberk914@gmail.com> Sent:Wednesday, May 11, 2022 4:09 PM To:Mike Izzo <MIzzo@ryebrook.org> Cc: Steven Fews <SteveFews@ryebrook.org>;Tara Orlando <torlando@ryebrookorg>;Laura Petersen <LPetersen@ryebrook.org> Subject: Re:Arlington Place-URGENT!!!!!!!! Mike thanks for getting back. My question was when will they digging and blasting out of the rock be done? Can you please advise? Thank you Andrew > On May 11, 2022, at 3:55 PM,Mike Izzo <MIzzo@ryebrook.org> wrote: > Dear Mr. Berk, > Thank you for the email. > The approved and permitted construction job at 10 Arlington Place is required to follow the code with respect to hours of operations of construction equipment. Under the law the contractors can continue to work in conformance with this code until the job is completed or the permit expires,whichever comes first. Village Code Chapter 158-4 sets the requirements for the hours of construction activity. I have included the text of the code below for your convenience. > § 158-4 Hours for operation of construction and demolition equipment. > [Amended 12-15-1992 by L.L. No. 2-1992; 10-12-1993 by L.L. No. 5-1993; > 9-26-2006 by L.L. No. 16-2006;6-28-2018 by L.L. No. 7-2018] > A. No person, individual, firm, or corporation shall operate any construction equipment, machinery, tool or other device that makes noise audible beyond the property on which it is located except during the following hours and except as provided in§ 158-5: > (1)Weekdays (except holidays)between 8:00 a.m. and 6:00 p.m. or dusk,whichever is earlier. > (2)Saturdays (except holidays)between 9:00 a.m. and 4:00 p.m. > (3)Sundays and holidays, no hours of operation. > B. Holidays. > [Amended 2-9-2021 by L.L. No. 4-2021] > (1) > (a)New Year's Day:January 1. > (b) Martin Luther King,Jr. Day: third Monday in January. > (c) President's Day: third Monday in February. > (d)Memorial Day: last Monday in May. > (e) Independence Day:July 4. > (f Labor Day: first Monday in September. > (g)Columbus Day: second Monday in October. > (h)Veterans Day: November 11. > (i)Thanksgiving Day: fourth Thursday in November. > 0)Christmas Day: December 25. > (2)When the holidays set forth in Subsection B(1)(a)through 0)fall on a Sunday, the holiday is observed the next day(Monday). > § 158-5Exceptions. > A. In cases of emergency, and upon written permission from the Building Inspector or Police Department, a special exception for the use of noisy equipment may be permitted. 3 > B.Sirens and other warning devices used by the police, fire, ambulance,civil defense and other vehicles engaged in emergency and/or official functions are excepted. > C.This chapter shall not apply to operations conducted or caused to be conducted by the Village of Rye Brook as part of its municipal functions. > D. Notwithstanding any provision of§ 158-4 to the contrary, an individual may operate the construction equipment machinery, tools or other devices specified in§ 158-4 on property on which such individual then resides as follows: > [Added 10-12-1993 by L.L. No. 5-1993D > (1)Weekdays (including holidays), between 8:00 a.m. and 8:00 p.m. or dusk, whichever occurs earlier. > (2)Saturdays and Sundays (including holidays), between the hours of 9:00 a.m. and 6:00 p.m. or dusk, whichever occurs earlier. > Should the contractor fail to follow the codified requirements he will be subject to a Stop Work Order, Notice of Violation, or a possible Court Summons. Should you, or any of your neighbors become aware of work being performed outside the limits set by the code,you are entitled to file a complaint with the Building Department during regular business hours, and/or contact the Police Department on the weekends or off- hours for immediate enforcement. > I hope this information was helpful. > Michael J. Izzo > Building&Fire Inspector > Village of Rye Brook, NY > (914)939-0668 > Original Message— > From: Andrew Berk<aberk914@gmail.com> > Sent: Wednesday, May 11, 2022 10:13 AM > To: Mike Izzo <MIzzo@ryebrook.org> > Subject:Arlington Place-URGENT!!!!!!!! > Mike-how long do we have to put up with the whole house shaking from the rock removal? This is ridiculous and more than an intrusion. > Andrew Berk > 205 Betsy Brown Road > 914-760-1911 4 Tara Gerardi From: Michal Nowak Sent: Thursday, October 14, 2021 2:58 PM D W jE To: Planning Board; Tara Gerardi —] DD Subject: FW: Proposed Building on Property at 10 Arlington Place I OCT 1 5 2021 VILLAGE OF RYE BROOK BUILDING DEPARTMENT From: BarrKratochvil <barrkratochvil@yahoo.com> Sent:Thursday, October 14, 2021 2:54 PM To: Michal Nowak<MNowak@ryebrook.org> Subject: Proposed Building on Property at 10 Arlington Place Hello Mr. Nowak, We are writing in reference to item number 4.1 on this evening's Planning Board Agenda which is a proposal to build a single family house on vacant property at 10 Arlington Place. We are the homeowners and residents of the adjacent property at 12 Arlington Place. We spoke in-person with Tara Gerardi last week and, upon attempting to follow up with her yesterday, we were advised to reach out to you. While we respect the rights of this and any other property owner to build consistent with governing ordinances and law, we would like to express a few concerns that we have as owners of the adjoining property (immediately to the East, i.e., on the right when facing the property from Arlington Place). We hope that by raising these concerns at the earliest stages,there will be ample time to address and resolve our concerns in a way that will be satisfactory to all concerned. 1. Our biggest concern is water management. We have been very fortunate that in the 20+years we have lived in Rye Brook, including during the latest storm brought on by Hurricane Ida, we have not experienced any flooding in our basement. We do have a sump pump which runs occasionally but we have never had any water outside of that sump. It is very important to us that whatever is done on the property next door that it does not create a problem where none existed before. This applies to both ground and surface water. During the 20+years we have been living here, the land has been largely vacant with heavy vegetation. What can be done to ensure that the removal of trees and vegetation, the re-grading and landscaping of the property and adding a substantial amount of impervious ground coverage will not result in a shift in ground and/or surface water toward our property risking flooding? We see that the plans contemplate some degree of water management. How does the village evaluate the adequacy of those plans? Do we need our own independent engineer's evaluation? Who pays for that? 2. Removal of ledge rock. There is a great deal of rock on the 10 Arlington Place property. Presumably significant amounts of rock will have to be removed to accommodate the structures and to enhance landscaping. How does the builder plan to remove it? How could that adversely impact the structures on our property such as our home's foundation, our in-ground pool and fence? What can be done to eliminate those risks? Do we need our own independent engineer's evaluation? Who pays for that? 3. "Steep Slope Permit." What is a "steep slope permit?" Why is it required for building on this property? What is being monitored or reviewed by the village when such a permit is issued? Is it relevant to our above concerns? Does it introduce new or additional concerns for an adjacent property owner like us? 4. Siting of the House on the Property. We recognize that the property is narrow but we are hoping that there is enough room for the builder to leave a little more than the required ten feet on our shared side property line. Our house (which was built by previous owners) is similarly close to the shared side property line. Generally, there is substantially more 1 space between homes in our area (on the side yards). We believe the planned siting would produce an "outlier" situation and could be substantially improved with even a small (ten foot?) shift of the planned home away from our shared side property line. We realize that tonight is not a public hearing but we did want to be sure to let the village and the 10 Arlington property owner know of our concerns as early in the process as possible. Please feel free to reach us by phone at 914-939-7539 or at this email. Best regards, Nancy Barr and Tom Kratochvil 2 Building Permit Check List&Zoning Analysis Address: /0 (LL t N 4 TO to �yd G� SBL: 13 S , Lt Lk _ 3 c1 Zone:1 Z'1 o Use: Z l 2 Const.Type: V Other. '' < 13 2l �t z2 Submittal Date: Z � Revisions Submittal Dates: Applicant v- t V ` J o N 1ZZ� Nature of Work c K_j -4 C. A,c�0-4� -� �ti ►S hl��—ice t� views:zBA: A U G 1 0 2021 PB• BOT• Other. OK_ ( ( ) FEES:Filing. 7 S, BP: o t 337 3 tt C/O: Legalization: ( 1 (,,Y APP: Dated ✓ Notarized: ✓ SBL: Truss I.D. - Cross Connection: ✓ H.O.A.: Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: (� ( ) ENVIRO:Long. Shore Fees: N/A: ( ( ) SITE PLAN:Topo. tion.� Site P otec S/W Mgmt.: Tree Plan: Other. `Z;? AlA-�-G tz� SURVEY:Dated 31 2 Current: ✓ Archival: Sealed ✓ Unacceptable: (� ( ) LANS:Date Stamped: ✓ Sealed ✓ Copies: '� Electronic Other. ( (• License:_�Workers Comp: ✓ Liabili t� Comp.Waiver. Other. (•X� ( CODE 753#: 02/1 .3a-�--�t—00 Dated/3-aZ N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (•� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (•� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: Permir: Nat.Gas: LP Gas: N/A/: Other. (�( ) FIRE SUPPRESSION:Plans:•SL Penniv N/A Other. H.V.A.C.: Plans: Permit N/A: Other. ( ( FUEL TANK:Plans: ,Permit Fuel Type: Other. ( (V)�2020 NY State ECCC: Z N/A: Other. Final Survey. Final Topo: RA/PE Si offLetter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER. C/O DENIAL LETTER: Other. ( ) ( ) Other. A IN GARB mtg.date _,/ approval notes ( ) A mtg.date: approval• notes: (�mtg.date: approval notes: APPROVED REQUIRED EXISTING PROPOSED NOTES Area: ( Dk 1L1� natoo MAR 1 5 7099 cir • 7 K s- - 012- Fr a &C�, Front: Froru: 3 II Ct Sides: U) l Z ' I t O R.Car. "�o --- 3 Main Cov 2 ° o Accs.Cov Ft.HS : - • gam CQFA. 2 D Z. Tom:=0 Ft.Imo: 41S Z1 •344 ok Height/Stories•� Z at A ti v _0i o Kf 0 202 o EGL`i ~ Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: 1 Zone: —NZ'IQ Address: at-I NJ 4-Tv Property Owner&Contact Info: Job Description: ��w I ��`^^ l z^� — C,4 2 For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $I 5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft • New Construction Cost , • Building Peiaut Fee Basement= 3(o Z sq.ft.x$65.00 = $ 9A ;C>'J -x $I5.00/$I,000.00 = $ 3 77 Attached Garage= sq. ft.x$225.00= $ :$I5.00/$I,000.00 = $ I',Fl. = 1 (Z sq. ft.x $225.00= $ 5 D 6��(��. --"x$I5.00/$I,000.00= $ 'f--'6 , ?sue 2"d Fl. = 431 " sq.ft.x$225.00 = $ Zq% I7�x$I5.00/$I,000.00= $ l Z 3,d Fl. = _sq. ft.x $225.00= $ _x$I5.00/$I,000.00= $ 0 4,1 Fl. = t sq. ft.x $225.00= $ x$I5.00/$I,000.00 = $ S� Total Sq:Fe. r �31 L�yq. ft. Total Cost= $ Total B.P.Fee= $ Total Amount Paid= $ w Total Amount Due= $ ! 37 3 l AUG I o 1021 Date: Signed: —� BUIL , MENT R IE C I u V IE VILE E o1 "Rv� oOK AUG - y 2021 938 KING _ET Ri,F BR0 ,NY 10573 (914)9 39-5801 VILLAGE OF RYE BROOK 0 re 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:10 W2'' �4ce Date of Submission: Parcel ID#: 135,`// 11 /�— 1~3`I Zone: Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: MUST BE COMPLETED BY THE APPLICANT WSW !! tNE The following items must be submitted to the Building Department by the applicant-no exceptions. 1. (k�rCompleted Application 2. ( j yT(wo(2)sets of sealed plans. (one full size {maximum Property Owner:�4G }-{0111E E;o(a`)F-g;� allowable plan size—36"x 42"; and one I l N I T') Address: /51 Homi Hon &e,�r -e yyl�iq 3. (vj'Two(2) copies of the property survey. 4. (6 'rwo(2) copies of the proposed site plan. Phone# 10—q!b5—72,V� 5. (c,'6ne electronic/disc copy of the complete Applicant appearing before the Board: application materials.6. (filing Fee. 7. ( )Any supporting documentation. 8. ( )HOA approval letter. (if applicable) Address: 9. ( )Photographs. Phone# 10.( ) Samples of finishes/color chart. (a sample hoard or Architect/Engineer model may be presented the night oj'the meeting) ���''1�j1�,yN l Phone# 915 -&4(4 By signature below, the owner/applicant acknowledges t as 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. Swom to before me this I I I r, ' S h� Sworn to before me this day of , 20,-,� ( thp— Ctaa VCs S day of , 20 Cu.y vCn-H Y''O'' ature of Pr erty Owner Signature of Applicant 5 E-I w e l l er,-�cu..� , r� AN to O-T-1,zzo ec str Print Name of Property Owner Print Name of Applicant c� Notaly rublic Notary Public LUCY A STUART Ill Notary Public Connecticut My Commission Expires Apr 30, 2025 1-1 I,) • VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET, RYE BROOK,NY 10573 (T) 939-0668 (F) 939-5801 ARCHITECTURAL REVIEW BOARD Wednesday, January 19, 2022 NAME&LOCATIONS TYPE OF APPLICATION MOTION SECOND APPROVED REJECTED 57 Hillandale Road Amendment To Prior 5670 (Grossberg) Approval 275 S. Ridge Street Legalize Store Front 5671 (Washington Park Changes Plaza) 10 Arlington Rd New Single Family 5672 (Gizzo) Dwelling w/Attached 2 Car Garage 47 Hawthorne Ave New 1 Family Dwelling 5673- (Miller) 92 Windsor Road 2nd Floor Addition(Master 5674 (Andronico) Suite) ML NM MR SE JM V SF AC MI v KC Building Permit Check List&Zoning Analysis Address: 10 ASIJ—%r._�47D N __:�L-A GF SBL• l Zone: -l.0 Use: Z t`:> Const.Type: Other. Submittal Date: I(D Z Z Revisions Submittal Dates: Applicant e ZZ Nature of Work Z n F Reviews:ZBA.A U G 1 g 7U22 PB• BOT• Other. OK r ( ( ) FEES:Filing.T BP: Z 7�. ' C/O: Flood Plane: Legalization: ( ) (L.YAPP: Dated: ✓ Notarized: ✓ SBL: ✓ Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) 1SURVEY:Dated Current ArcluvaL• Sealed: Unacceptable: ( ) ( T PLANS:Date Stamped Sealed: ✓ Copies. Z Electronic. Other. ( ) (. License `� Workers Comp: ✓ Liability: Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: ( ) ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Pernrit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. ( ) ( ) H.V.A.C.: Plans: Pernut N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval:- notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval• notes: APPROVED A REQUIRED EXISTING PROPOSED NOTES Date: A U G 1 8 1011 Cude: Fes« Front: Front Si R,jr Main Cov Accs.Cov F S S .H Sb: SEA: Tot Imp F Im : E ku' . HHm&/Stories: notes: � 1 r ��i- r • ` :. , ..., k • w.. do !ai "T 2 ; 1*: l r , r b - .g • fir . - » _ a _ s w „T . it •r �. ¢ 1 `� d��i�1 t � i t P i•s. r y � Hf, � fL.�`4�iy�i"'`s ,�,�'����r�'��5 �r�.r�1�,' ,,r,� •S F .� 5 j�� - ,,ty4 '�. moo. i - its• -. _ =�—� --; - , '}R �� . • � � _ 1. Tara Gerardi From: Tara Gerardi Sent: Thursday, August 19, 2021 8:45 AM To: steve54aia@aol.com Cc: jgizzo6@gmail.com Subject: 0 Arlington Place Attachments: Steep Slope Work Permit Application 8.2021.pdf, Site Plan Full 8.2021.pdf Importance: High Good morning, I believe N ichal Nowak left you a message regarding this application. Please submit the attached, completed applications and associated fees. Also, please submit 4 additional signed and sealed plans & survey as indicated on the site plan application. The site plan fee ($325.00) and steep slope permit fee ($250.00) can be on one check,but the escrow ($2,500.00) must be on a separate check. All applications must be the original, signed and notarized. To be placed on the next Planning Board agenda, these items must be submitted to our office no later than Thursday, August 26`''. Please feel free to contact me if you have any questions. Tara I'ara A Gerardi Secretary - Planning Board, Zoning Board of AyyeaCs & ArchitecturaCReview Board TiCCage of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 Fax (914) 939-5801 i O a R Q € U a E 3 r `c ,doet �� � a i f CD • as 7 " S K ° " it R E t `o co R � a SR L s " b t T C " 3 � � � a " a) N c Z U- A ! C NN + R e KAM ; g aawa'O '• � t �p R E yyp •• - ° �asroor L O . S x 9 R 6 S a + J . o �o c_ .. c ca TL ' o z s R a Mn CL N . t .. .. E N_ N q o � s Q n � Laura Petersen From: Laura Petersen Sent: Tuesday, April 5, 2022 8:56 AM To: jgizzo6@gmail.com' Subject: Building Permit Application - 10 Arlington Place Attachments: Fire Suppression Full 9.2021.pdf Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; � 4-4. General contractor's contact name & phone number. � f Mi1 � gi7S=S'81 ✓2. Copy of general contractor's valid Westchester County Home Improvement License. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) ✓4. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) L Fire sprinkler application & fee ($75.00 application fee and permit fee $15.00 per )QnS $1,000.00 or a minimum of$100.00) (Please see attached) /"ecewed �6 Fire sprinkler contractor's liability insurance (the Village Of Rye Brook must be the certificate holder) Q G Fire sprinkler contractor's workers compensation on a NY State Board form (C105-2 or .� U26.3) re 8. Building permit fee $10,337.31 (due at the time of pick up) V/9. Contractor must call UDig NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Fax (914)939-5801 1 IgetersenOryebrook.org 1 31 v, h �o•��< y v4 'Ie�'t ► 1'� >'>• w � -�.+111i41i1 F ,y)1++�+1! � lye+++)++1, !y)����++1 1411111 ONl11 x4+/NI =:;a` :t.4lHd �z dl it � _ O 0 U O I a "ale y -p � tC (V 0 W r a co 'O y M op-4 cr �^ i. i G .• "rs V (:J Q. Col a C� o O N ~o o .° a totiection to O O G Q' > } w .N itx O400 MCI Z > `'- O { ` O Z �.''."t0 htli�� .. VI �iI \l � Q i mom"' G✓r.I 21 ca cj zr- CD �i�� � 1�1 p .� � I • \ III C)cj L U t p<O)Wp ih _ - 1 ,111 1/j,►1 sg}:.11j,1! l _ 11 11 &' 11 1 +-' ��•� /1 !1.'s'' 's ? /1�1 ►" �st. _ ! (0)>NN ' ...f11'1/111 1111111,111 111111111�1 41�111��11�1 : Ij111�111! 1'111+111,1 - �+! £� C AFg ♦1 A •1 A�L*�t _•11• p � A !1 .� � •♦ A�° t- •11� /1 •1[,�,��7�A � •� i� ANMREAL-01 DTRINCERI ACORN DATEMM/DDIVYYY) CERTIFICATE OF LIABILITY INSURANCE 4;6/2022 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 CONTACT The Robert C.Mang I Agenvy Inc. PHONE FAX 950 Franklin Ave.I 100 AIc,No,Ext:(516)294-1072 No:(516 2941764 Garden City, NY 11530 E service@contractorsinsurance.org INSURERS AFFORDING COVERAGE NAIC III INSURER A:WESTERN WORLD INS.COMPANY INC 13196 INSURED INSURER B: ANM REALTY GROUP CORP INSURER C: 10 VIA TRENTA CT INSURER 0: YONKERS,NY 10710 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 INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABHJTY EACH OCCURRENCE $ 1,M,wo CLAIMS-MADE X OCCUR X NPP8777008 3126/2022 3I26/2023 DAMAGE TO RENTED 100,000 MED EXP(Any one rsm 5,000 PERSONAL 6 ADV INJURY $ 1,000,660 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 21000,000 X POLICY EjPCOT LOC PRODUCTS-COMP/OP AGG S 1,000,000 OTHER: COMBINED SINGLE LIMIT AUTOMOBILE � ¢dl — ANY AUTO BODILY INJURY Perperson) AU�T�OS ONLY AWNED F_ UpTryO.pSyUyLryEDp BODILY INJURY Per accident $ AUTO ONLY AUTOS S �OPE�R AMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE EXCESS UAB CLAIMSMADE AGGREGATE DIED RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ E.L.EACH ACCIDENT OFFICER/MEMBER EXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached if more space is required) VILLAGE OF RYE BROOK 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 ACCORDANCE WITH THE POLICY PROVISIONS. 938 KING ST Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:96B914B4-3DCC-42B 1-A862-DC52BC9B83C5 -woRK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ANM REALTY GROUP CORP 917-445-5817 10 VIA TRENTA CT YONKERS, NY 10710 1c.NYS Unemployment Insurance Employer Registration Numberof Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i e,a Wrap-tip Policy) 11d. Federal Employer Identification Number of Insured or Social Security Number 45-3962933 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) SiriusPoint America Insurance Company VILLAGE OF RYE BROOK 938 KING ST, 3b.Policy Number of Entity Listed in Box"la" RYE BROOK, NY 10573 WC 94859 3c. Policy effective period 4/8/22 to 4/8/23 3d The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) Q 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 1 a"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"3c",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. 7 tVM T6T6-&60A Print name 6f authorized representative or licensed agent of insurance carrier) Approved by' -- 4/11/2022 _ (5i diniture) (Date) Title gCe7044 �f7L�5 Telephone Number of authorized representative or licensed agent of insurance carrier: (855)-880-0204 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov 1��'�Qrl S.O Wft i;ASA w'iV1/�h �i i�'""��.� 6 /kNh . F', {! , . i ��Y• 1 ,dfl I�alll •t4 �'rf..... I. 1 .;(•,� I. d- I'1 {k, f ht . '�C'ii, " , 6� �y7 �} ' " �!1• ! S i �iI , w.,r.r+' jl �'i lh {t jlfiY �Ja' I r��11pp "^a � ,. �#pA � 1 ?/L,,•L. -,LI y �!. ly. 11'1a,,' .;f :i�g�l�� �q/r ( w�lryh,l+J r�•' lir f I1f41 ry ,F� Il,i.�) �41t,�,4}Kq�(f'�1 fYj p1;I+I f IfgJ�� \ ' Ir tj {+Ji1�; t,I�,Ir ,"6'I� yd`' 11 r It 1' '�'`�tt°,L,�I kt!�.1''h►��i, '6� �ll a �tr 7 y4k� ��;•1 U' dt�'+7. 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(i fii'r„I���tl,���' � � �•k��' ��. �',� � � 4. tU �'� �ffP ra°,°'�,5,s^""�,(yr'V �r he, �1 y ral �'+il'L I r�';1 .(mod MW 11 ,C `c.� (-- n ��;➢.,�r:M,r'�,o� I+,j�, 'y I'AlF. co t,164 kv'� �'� W1 '7� r'f I�q}6 ,:i/'.!j��l'1�,1�•: �E`i+y Y`' ��N' hM I'�"ai �• r!! .i�� F,b!��V�� 1pW,�'lll• 'fu Tj �j{Aq�l:)tklh� �; I �; �� •t� �•-' �-7 "L' � { �.�����I��VI r�ha?> ylt �. I Y warlTplpa ,<fit•1�7 �� C� 1�(' Iw_; AI' }�l, I Itl', ",, 11 OJ 9��NU'fl)r�[71DP(f��7C((fi1471'$ itllt I b�jt��p '1 iv IlflPf�V frC5,1�I 4S.1 }I •bErrpl I�yI{JI,�Nf"d1'YF J tA' ,k1r><' '311�77�t�,11,1.' .`1ti 5r t �7}�' Y.t> i'�'7. . I I�rff Y 4 III. It• ' r!'y" 1<I+ N K 9YIF �'I�a �10'0���+I'•�I ail". n', d ',l 4r'} 1, •N (1� •�"' ,� 1� .11)� I wY',11 d I)I� t '�, I I al ,"p t�. tr Q( ,.�`fi t 1 +W t'yI s(`i. ;,• h;;Y$'`�'i•1141t ('. ,,�I{u' {r( ?,, y. tl, ��'' 4 :3 hh rp1'��et��l'�"�:. � f tf•r��y,�,ul�l"1 F.�l�t�d?�ji r�e�lf�u I:�;dl�;•'�q�y�ly��rb%�CII�;{ E'27r"5 ! 't••rc/+';,'Ir y II J},¢, •t71,�r •I nj!,'J @d 4.'- db , ''�I,N" �' + s )j V.1�1 � ��tk' �fir 1:'. ,,.,,r�lit.'!r '�a1G. ��t �, 1W' �..'rr JJ�v' � t r' ?'•J rjll I� l�l'(t' 'I+{1'� �1i111 Yr �A+�i IY?� '"iM1ll �>r1�9 ��P �" �t #'I,�,�r,�•.,t^�� , a� 1��•�1''{N�q�l U .,lj }411 .Wr,u�. 1 1 t 1 fl iA i' � , t�R L'rtl• , �I�rI� . ��..,:. �wa� � ���?� �►�'•: ,, ��A�F��I�' k �'�t�'�'+,rnl�l{k�,IJ ��1�),I"� ����r�,ral�I�`'a�IL� "�V��'t''iti<' A te® CERTIFICATE OF LIABUTY WSURANCE DAT2/27/202'1 Y) 1 vz7/2o21 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 Amanda Massa Edgewood Partners Insurance Center PRONE FAz - -- — 1 American Lane (A/c,Ne.E,n:203-658-0507 -- - Greenwich CT 06831-2560 E-MAIL ADOREss: amanda.massa@epicbrokers.com _ INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Charter Oak Fire Insurance Company 25615 INSURED PARAGASC INSURER B:Travelers Indemnity Company 25658 Paraco Gas Corp; Paraco Gas of CT Inc --- Paraco Gas of NJ LLC; Paraco Gas of NY Inc. INSURER c:Axis Surplus Insurance Co 26620 800 Westchester Ave, Suite 604 INSURER D:Travelers Property Casualty Ins.Co. 36161 Rye Brook NY 10573 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:541915213 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 01HER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM/DDIYYYYJ (MM/DDIYYYYI LIMITS A X COMMERCIALGENERALLIABILITY YIN-660-lP009026-COF-22 1/l/2022 1/1/2023 EACH OCCURRENCE _ $2,000,000 CLAIMS-MADE 111 OCCUR PREMISES Ea occurrence $300,000 MED EXP(Any one person) $5,000 PERSONAL 8 ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $2,000,000 X PR0- — - — POLICY JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER $ D AUTOMOBILE LIABILITY TRJCAP7KO29970TIL22 1/1/2022 1/1/2023 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS (Per accent) BODILY INJURY id $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ C UMBRELLA LIAR X OCCUR P-001-000755209-01 1/1/2022 1/l/2023 EACH OCCURRENCE $3,000,000 X EXCESS LIAR CLAIMS-MADE AGGREGATE $3,000,000 DED RETENTION$ $ B ANDEMPSCO M COMPENSATION U B-8N687902-22-51-D 1/1/2022 1/l/2023 X PER STATUTE EORH YIN UB-8N686223-22-51-R 1/l/2022 1/1/2023 ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑ NIA ------- - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under -------- DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE q THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED N ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook 938 King Street Rye Brook NY 10573 AUTHORIZED REPRESENTATIVE Oc 1988-2015 ACORD CORPORATION. All rights i'ese veep. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD '_�ORK Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' C®MPENSATIOM INSURANCE COVERAGE 1a. Legal Name&Address of Insured (use street address 1 b. Business Telephone Number of Insured only) 914-250-3700 PARACO GAS CORP. 800 WESTCHESTER AVE SUITE 604 1c. NYS Unemployment Insurance Employer Registration RYE BROOK, NY 10573 Number of Insured Work Location of Insured (Only required if coverage is specifically 1 d. Federal Employer Identification Number of Insured or Social limited to certain locations in New York State,i.e.,a Wrap-Up Policy) Security Number 133149941 2, Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage (Entity Being Listed as the Certificate Holder) THE CHARTER OAK FIRE INSURANCE COMPANY 3b. Policy Number of entity listed in box"1a" Village of Rye Brook UB-8N687902-22-51-D 938 King Street Rye Brook, NY 10573 3c. Policy effective period 01/01/2022 to 01/01/2023 3d. The Proprietor, Partners or Executive Officer are ® included.(Only check box if all partners/officers included) ❑ 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 °"3c"° 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 rnusF 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: Kim Owen 10:�Z _ (Pri f p f ealhorized representative or licensed agent of insurance carrier) Approved by: �— 12/28/2021 ( gnature) (Date) Title: Manager, Domestic Operations Telephone Number of authorized representative or licensed agent of insurance carrier: 804 527 4872 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov W31F3117 Allh. � CERTIFICATE OF LIABILITY INSURANCE DAT 06/101 D/1'Y YI 06»0,2022 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 CONTACT FEDERATED MUTUAL INSURANCE COMPANY PHON CLIENT CONTACT CENTER E FAX HOME OFFICE:P.O.BOX 328 A OCNis E%t:888.333-4949 (AIC,No):507446-4664 OWATONNA,MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER($)AFFORDING COVERAGE NAIC N INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 391-310-0 INSURER IS:FEDERATED RESERVE INSURANCE COMPANY 16024 YUKOS MECHANICAL INC INSURER C: 16C HERITAGE DR NEW CITY,NY 10956-5301 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:152 REVISION NUMBER:4 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 WFJCH 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 L SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS T INSR WVD MM/DD/YYYY MM/DD)YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000A00 CLAIMS-MADE X OCCUR DAMAGE TO RENTEDPREMISES Me 0—maran) S100,000 MED EXP(Any one person) f 10,000 A N N 6068032 04/04/2022 04/04/2023 PERSONAL&ADVINAIRY $1,000,0()0 'L AGGREGATE LIMIT APPLIES PER: GENERAL AOOREOATE $2,000,000 FOLICY PRO ❑LOC JECT PRODUCTS-COMP/OP AGO $2,000,000 OTHER. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 11 00()i0� e ecdden X ANY AUTO BODILY INJURY(Per pemmi A OWNED AUTOS ONLY *A"C"I LED N N BD68032 04/04/2022 04/04/2023 BODILY INJURY(Por accidenp HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per acciden X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $9,000.000 A EXCESSLIAR CLAIMS-MADE N N 6068035 04/04/2922 04/04/2023 AGGREGATE 39,000,000 DED I X I RETENTION$10,001) WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY YIN X PER STATUTE ER ANY PROPRIETOR/PARTNERiE%ECUTIVE E.L.EACH ACCIDENT E1,000,000 B OFFICER)MEMBER EXCLUDED? NIA N 6068036 04/04/2022 04/04/2023 — — ----- (Mar10alery In NH) E.L.DISEASE-EA EMPLOYEE $1.000.000 It yes,describe WIMP DESCRIPTION OF OPERATIONS b.1— El DISEASE-POLICY LIMIT E1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Addidonel Remiss SNedule,may he stached,t more space Is regwredl VILLAGE OF RYE BROOK CERTIFICATE HOLDER CANCELLATION 391-31(-0 1524 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD "Ew i Workers' 1 Y sYORK TATE C~in�P�r���t��1r� CERTIFICATE OF � oar NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address on'y) tb.Business Telephone Number of Insured YUKOS MECHANICAL INC 391-3^0-0 845-300-6653 16 C HERITAGE DRIVE NEW CITY NY 109565327 1c.NYS Unemployment Insurance Employer Registration Number ot Insured Work Location of Insured(Only required if coverage is speclficaP,y limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Poficy) Number 46-3896435 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Reserve Insurance Company Village of Rye Brook NY Bu!Iding Department #152 938 King St 60 O36 Number of Entity listed in Box"I a" Rye Brook,NY 10573-1226 6068036 3c.Policy effective period 04iO4i2022 to 04/04/2023 3d.The Proprietor,Partners or Executive Officers are X❑ inciuded.ronyy check bar A ull partnervof8cers included) ❑ 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 1 a"for workers' compensation under the New York State Workers'Compensation Law (To use this form,New York(NY)must be listed under Rem 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"3c",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: Colleen Hogan /J(Print name,of authorved rpryesentative or licensed agent of insurance rmrker) Approved by: (�� ,¢ 0&1W2022 (Signature) (Date) Title:Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier. 888.333.4949 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to Issue it. C-105.2(9-17) 'w".wcb_ny gov .�•R cam`/%:. j_ ,� ?'%/'• - _ y v � @r ` a,j �,�..•gam �- y- �, - r L�i�!/ d, ./ /����r r���`!/���� c ��-`- ''',�. �'.� ` •,1 `fir•,' ,••�:4, \�,. � +i r e r 6 •r • ! • ���'' may_ ,.`� �'.• •'-ctB \S'Yt" r'•• r / t .! /,•� � �/ � / �J .4.�(^ �"�' _ 4 t.tea :`,y, ,�. ,�.yy..\�1 ....;',•'.-]I�• / �.� F•, ; --•��`, ti:�•a,� ''P. .�,' ;:,,�;.",, of ,� �.. �� ��. �._ \`may � s4 �a� •..� .�/♦ _i /�� �. _ t<ayilt3,� 't7 ,, e'Ri�c a O�'�`J• �'� � `.;• <•a� F `ram - C�,�;�..`.•::. `� � Zx \� a. - :`_ � i ^ \ ✓ �`3 - •� '-'�" .�/�� ;fin SC. _ -^N �. �. �� %_�\.•ice ���� � .\�F � 1 If '' _ , i`..,r-� �-'=• '-A !•r=e�` �'�s� -�d ^tip - � I' �`Ti-^�� s�� t'�-'n� f `/"�ac�Y� f/���ijl�yf. '.'i..-Yr :>t4� '\..5��•;;tom_:, - -.;�._`."� E. .y,;c ��' _ .r•r r.:�.ar';wN 3�ti�: :•'y"�y.;1. —''\\�j\.._^�,.t_ `\��.,-� �.r:,`� Wit;J f } 1 -e..' '�• .y:="t�= A+l` �'`` r •4a IVY, Ufl A'f�s)��t %;Y7 r"+'�"�:! .•':1`la M�[,.` 1` �Fr`1.��4�..•,1i�`'"1\:�� ";",-. �.._. n`re ".'„? I3 pC•°` r:Ns�. . p..l: ...ty C•';..:� . .�..�•..�:`— '.\ ">e•',fq yip �'- � i, - :�J: �.....; :• , 1 ,,� ,�•`y •:,t'�\,•�^`, r � b of 1 • Client#: 2498 ALLSAF2 ACORD., CERTIFICATE OF LIABILITY INSURANCE DAT 10/0505/20211DD27 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 any rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER NAME: Commercial Support Edgewood Partners Ins.Center PHONE t LAIC No,Et:631-390-9700 �AI�N631-390-9790 40 Marcus Drive E-MAIL RE 3rd Floor ss: certificates@cookmaran.com 3r -- ------ Melville, NY 11747 INSURER(S)AFFORDING COVERAGE NAICM INSURERA:Admiral Insurance Company 24856 INSURED INSURER B:NorGUARD Insurance Company 31470 All Safe Fire Protection&Mechanical Inc INSURER c:Princeton Excess&Surplus Lines Ins Co 10786 All Safe Fire Sprinkler Systems Inc Merchants Mutual Insurance Company 23329 i INSURER D: Y 375 Executive Blvd r Elmsford,NY 10523 IN : SURERS 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 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. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF I POLICY EXP LIMITS LTR NSR POLICY NUMBER MMIDDIYYYY (MMMONY A X1 COMMERCIALGENERALLIABILITY X tCk00002117305 9/11/2021109/11/202 EEACHGOECCURRENCE $1 000000 CLAIMS-MADE ❑X OCCUR ROMERE EaEoNaT yenta 150 000 k BUPD Ded-5,000 MED EXP one person) s 5 000 X1 Contractual Liab. j PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s2,000,000PRO- POLICY _J ECT D LOC PRODUCTS-COMPIOP AGG. s2,000,000 OTHER: _ D AUTOMOBILE LIABILITY CAP9269941 D9/1612021109/16/2022 COMBINED SINGLE uMlr Eaaccdent 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per aorJdeM) $ AUTOS ONLY AUTOS X.AUTOS ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY P r accident s _ L—, UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ : ~WORKERS COMPENSATION PER OTH- e I ALWC136492 M6/2021 09/18/20 X AND EMPLOYERS'LIABILITY — ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N E.L.EACH ACCIDENT $1,000,000 OFRCERIMEMBER EXCLUDED? 7 N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 H yes,descnbe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Excess General 82A3FF000282901 9/11/2021 09/111201 $1,000,000 Each Occ. Liability Buffer $2,000,000 Gen Agg i $2 000 000 Prod/Comp O DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Addltlonal Remarks Schedule,may be attached If more space Is required) Village of Rye Brook is included as additional insured for general liability coverage as required by written contract. I CERTIFICATE HOLDER CANCELLATION Village of Rye Brook SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED !N 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 �j AUTHORIZED REPRESENTATIVE t)1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3254911IM 3252206 DDECA YORK `Workers' CERTIFICATE OF STATE , Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE I Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured II Safe Fire Protection&Mechanical Inc 914 773-7602 75 Executive Blvd - Imsford, NY 10523 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State.i.e..a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 473961070 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Village of Rye Brook 3b.Policy Number of Entity Listed in Box"1 a" 938 Kings Street ALWC213191 Rye Brook,NY 10573 3c.Policy effective period 09/16/2021 to 09/16/2022 i I 3d.The Proprietor,Partners or Executive Officers are L Ei❑ included.(Only check box if all partnerslofficers included) 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"l a"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"3c",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: Leonard Scioscia (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 7/8/22 (Signature) (Date) Title: Authorized Reoresentative Telephone Number of authorized representative or licensed agent of insurance carrier: 631-390-9700 Please Note: Only Insurance carriers and their Iicensad agents are authorized to Issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb i .grr; Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday,January 31, 2023 7:01 AM To: Steven Fews Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 01/31/2023 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 01/31/2023 07:01 00002 Ticket: 01263-000-255-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: BOTH SIDES OF THE ROAD TO THE FRONT OF THE HOUSE NearSt: ACKER DR & ACKER DR 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: 01/31/2023 Depth of excavation: Site dimensions: Start Date and Time: 01/31/2023 07:00 Must Start By: 02/14/2023 ------------------------------------------------------------------------------ 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.camargo@suez.com Field Contact: JASON FIGUEROA Alt Phone: 914-632-6900 Email:jason.figueroa@suez-na.com Working for: ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER 1 Laura Petersen From: Mike Izzo Sent: Tuesday, November 29, 2022 7:02 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, November 29, 2022 7:01:23 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/29/2022 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 11/29/2022 07:01 00002 Ticket: 11232-000-352-01 Type Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK A 25 FT RADIUS OF POLE # 5 AND POLE 77264 NearSt: CONCORD PL Means of Excavation: BUCKET TRUCK, AUGER Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SET POLES Estimated Work Complete Date: 12/06/2022 Depth of excavation: 7 FEET Site dimensions: Length 3 FEET Width 3 FEET Start Date and Time: 11/29/2022 07:00 Must Start By: 12/13/2022 ------------------------------------------------------------------------------ Contact Name: JIM SCHLIERF Company: CON EDISON, BRONX Addrl: 1615 BRONXDALE AVE Addr2: City: BRONX State: NY Zip: 10462 Phone: 914-933-2923 Fax: Email: schlierf a@coned.com Field Contact: MARIO LUCIO Alt Phone: 646-574-4112 Working for: i ------------------------------------------------------------------------------ Comments: Lookup Type: STREET ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday, November 23, 2022 9:17 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, November 23, 2022 9:17:09 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 11/23/2022 09:16 To: VIL RYE BROOK PRIMARY Transmitted: 11/23/2022 09:17 00003 Ticket: 11232-000-352-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK A 25 FT RADIUS OF POLE # 5 AND POLE 77264 NearSt: CONCORD PL Means of Excavation: BUCKET TRUCK, AUGER Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SET POLES Estimated Work Complete Date: 12/06/2022 Depth of excavation: 7 FEET Site dimensions: Length 3 FEET Width 3 FEET Start Date and Time: 11/29/2022 07:00 Must Start By: 12/13/2022 ------------------------------------------------------------------------------ Contact Name: JIM SCHLIERF Company: CON EDISON, BRONX Addrl: 1615 BRONXDALE AVE Addr2: City: BRONX State: NY Zip: 10462 Phone: 914-933-2923 Fax: Email: schlierfja@coned.com Field Contact: MARIO LUCIO Alt Phone: 646-574-4112 Working for: i ------------------------------------------------------------------------------ Comments: Lookup Type: STREET ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Tuesday, September 13, 2022 7:19 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, September 13, 2022 7:18:43 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/13/2022 07:18 To: VIL RYE BROOK PRIMARY Transmitted: 09/13/2022 07:18 00003 Ticket: 09132-000-137-00 Type: Regular Previous Ticket: 08292-002-101-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 09/16/2022 Depth of excavation: Site dimensions: Start Date and Time: 09/16/2022 07:00 Must Start By: 09/30/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Tuesday, September 13, 2022 7:19 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, September 13, 2022 7:18:43 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject- Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 09/13/2022 07:17 To: VIL RYE BROOK PRIMARY Transmitted: 09/13/2022 07:18 00002 Ticket: 09132-000-133-00 Type: Regular Previous Ticket: 08292-002-110-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. : MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date: 09/16/2022 Depth of excavation: Site dimensions: Start Date and Time: 09/16/2022 07:00 Must Start By: 09/30/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday, August 29, 2022 3:05 PM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, August 29, 2022 3:04:56 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/29/2022 15:03 To: VIL RYE BROOK PRIMARY Transmitted: 08/29/2022 15:04 00005 Ticket: 08292-002-101-00 Type: Regular Previous Ticket: 08042-002-245-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 09/01/2022 Depth of excavation: Site dimensions: Start Date and Time: 09/01/2022 07:00 Must Start By: 09/16/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday,August 29, 2022 3:07 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, August 29, 2022 3:06:57 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/29/2022 15:05 To: VIL RYE BROOK PRIMARY Transmitted: 08/29/2022 15:06 00006 Ticket: 08292-002-110-00 Type: Regular Previous Ticket: 08042-002-243-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date: 09/01/2022 Depth of excavation: Site dimensions: Start Date and Time: 09/01/2022 07:00 Must Start By: 09/16/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, August 4, 2022 3:41 PM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, August 4, 2022 3:40:52 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/04/2022 15:39 To: VIL RYE BROOK PRIMARY Transmitted: 08/04/2022 15:40 00005 Ticket: 08042-002-245-00 Type: Regular Previous Ticket: 06272-002-583-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 08/09/2022 Depth of excavation: Site dimensions: Start Date and Time: 08/09/2022 07:00 Must Start By: 08/23/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 • Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Thursday, August 4, 2022 3:40 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Thursday, August 4, 2022 3:39:30 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 08/04/2022 15:38 To: VIL RYE BROOK PRIMARY Transmitted: 08/04/2022 15:39 00004 Ticket: 08042-002-243-00 Type: Regular Previous Ticket: 06272-002-578-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date: 08/09/2022 Depth of excavation: Site dimensions: Start Date and Time: 08/09/2022 07:00 Must Start By: 08/23/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addr1: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 r '1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday,June 27, 2022 3:29 PM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, June 27, 2022 3:28:24 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/27/2022 15:28 To: VIL RYE BROOK PRIMARY Transmitted: 06/27/2022 15:28 00004 Ticket: 06272-002-583-00 Type: Regular Previous Ticket: 06142-001-099-01 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 06/30/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/30/2022 07:00 Must Start By: 07/15/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 • Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email: joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday,June 27, 2022 3:29 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, June 27, 2022 3:28:24 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/27/2022 15:27 To: VIL RYE BROOK PRIMARY Transmitted: 06/27/2022 15:28 00003 Ticket: 06272-002-578-00 Type: Regular Previous Ticket: 06142-001-088-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date- 06/30/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/30/2022 07:00 Must Start By: 07/15/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Friday,June 17, 2022 7:02 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Friday, June 17, 2022 7:01:47 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/17/2022 07:00 To: VIL RYE BROOK PRIMARY Transmitted: 06/17/2022 07:01 00001 Ticket: 06142-001-099-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 06/17/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/17/2022 07:00 Must Start By: 07/01/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email: joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Tuesday,June 14, 2022 10:42 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, June 14, 2022 10:41:39 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/14/2022 10:40 To: VIL RYE BROOK PRIMARY Transmitted: 06/14/2022 10:41 00002 Ticket: 06142-001-099-00 Type: Regular Previous Ticket: 05312-002-660-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 06/17/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/17/2022 07:00 Must Start By: 07/01/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 • Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 1 Laura Petersen From: Mike Izzo Sent: Tuesday,June 14, 2022 10:39 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, June 14, 2022 10:39:08 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 06/14/2022 10:38 To: VIL RYE BROOK PRIMARY Transmitted: 06/14/2022 10:39 00001 Ticket: 06142-001-088-00 Type: Regular Previous Ticket: 05312-002-701-00 ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date: 06/17/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/17/2022 07:00 Must Start By: 07/01/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Tuesday, May 31, 2022 2:30 PM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, May 31, 2022 2:29:30 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/31/2022 14:28 To: VIL RYE BROOK PRIMARY Transmitted: 05/31/2022 14:29 00004 Ticket: 05312-002-660-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES PLEASE MARK UNDERGROUND ELECTRIC THERE ARE NO TELEPHONE POLES. ALL ELECTRIC MUST BE UNDERGROUND THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW SEWER AND WATER Estimated Work Complete Date: 06/03/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/03/2022 07:00 Must Start By: 06/17/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2 City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/ WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Tuesday, May 31, 2022 2:35 PM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Tuesday, May 31, 2022 2:35:05 PM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/31/2022 14:33 To: VIL RYE BROOK PRIMARY Transmitted: 05/31/2022 14:35 00005 Ticket: 05312-002-701-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 6 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK STREET AND SHOULDER ONLY IN FRONT OF# 6!!!!!! DO NOT MARK PROPERTY,. WORKING IN SHOULDER AND STREET FOR NEW HOUSE NEXT DOOR. MAY DIG IN FRONT OF# 6 WHEN INSTALLING LINES FOR NEW HOUSE THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: SEWER AND WATER LINES Estimated Work Complete Date: 06/03/2022 Depth of excavation: Site dimensions: Start Date and Time: 06/03/2022 07:00 Must Start By: 06/17/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2: City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email: joecarducciinc@aol.com Working for: CLCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday, May 11, 2022 6:39 AM To: Laura Petersen; Steven Fews; Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, May 11, 2022 6:39:20 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 05/11/2022 06:38 To: VIL RYE BROOK PRIMARY Transmitted: 05/11/2022 06:39 00001 Ticket: 05112-000-065-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET PLEASE MARK ALL WATER RELATED PIPES IN THE STREET AND SHOULDER WE FOUND A SEWER LATERAL TO THIS LOT MAYBE THERE IS A POSSIBLE WATER LATERAL ALSO. MARK BOTH SIDES OF STREET FOR WATER THANKS NearSt: ACKER DR & CONCORD PL Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: WATER LINE SEWER LINE IN STREET Estimated Work Complete Date: 05/16/2022 Depth of excavation: Site dimensions: Start Date and Time: 05/16/2022 07:00 Must Start By: 05/31/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2 City: MAMARONECK State: NY Zip: 10543 1 Phone: 914-447-7825 Fax: Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email: joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday,April 27, 2022 7:41 AM To: Laura Petersen; Steven Fews;Tara Orlando Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 27, 2022 7:41:21 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/27/2022 07:40 To: VIL RYE BROOK PRIMARY Transmitted: 04/27/2022 07:41 00001 Ticket: 04272-000-264-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: MARK ENTIRE PROPERTY AND STREET BOTH SIDES OF STREET ALL MAINS AND SERVICES NearSt: CONCORD PL & ACKER DR Means of Excavation: BACKHOE Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW HOUSE SEWER AND WATER Estimated Work Complete Date: 05/02/2022 Depth of excavation: Site dimensions: Start Date and Time: 05/02/2022 07:00 Must Start By: 05/16/2022 ------------------------------------------------------------------------------ Contact Name: JOE CARDUCCI JR Company: JOSEPH CARDUCCI INC Addrl: PO BOX 372 Addr2 City: MAMARONECK State: NY Zip: 10543 Phone: 914-447-7825 Fax: i Email:joecarducciinc@aol.com Field Contact: JOE CARDUCCI JR Alt Phone: 914-447-7825 Email:joecarducciinc@aol.com Working for: CALCAGNI ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: ADDRESS ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Monday,April 18, 2022 7:02 AM To: Laura Petersen;Tara Orlando; Steven Fews Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Monday, April 18, 2022 7:02:08 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****LATE**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/18/2022 07:01 To: VIL RYE BROOK PRIMARY Transmitted: 04/18/2022 07:02 00001 Ticket: 04132-000-062-01 Type: Late Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY & ROADWAY IN FRONT OF PRPOPERTY BOTH SIDES NearSt: ACKER DR & CONCORD PL Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW HOUSE CONSTRUCTION Estimated Work Complete Date: 04/25/2022 Depth of excavation: 4 FEET Site dimensions: Length 30 FEET Width 40 FEET Start Date and Time: 04/18/2022 07:00 Must Start By: 05/02/2022 ------------------------------------------------------------------------------ Contact Name: KEITH CALCAGNI Company: CALCAGNI INC Addrl: 425 HUNTER ST Addr2: City: MAMARONECK State: NY Zip: 10543 Phone: 914-777-3177 Fax: Email: calcagniinc@aol.com Field Contact: KEITH CALCAGNI Alt Phone: 914-879-2232 Email: calcagniinc@aol.com 1 Working for: SAL RIZZO ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA/WSCHSTR CONED SUEZ WTR WESTCHESTER VIL PORT CHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 Laura Petersen From: Mike Izzo Sent: Wednesday, April 13, 2022 6:50 AM To: Laura Petersen;Tara Orlando; Steven Fews Subject: FW: Message from UDig NY From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday, April 13, 2022 6:50:12 AM (UTC-05:00) Eastern Time (US & Canada) To: Mike Izzo Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/13/2022 06:49 To: VIL RYE BROOK PRIMARY Transmitted: 04/13/2022 06:50 00001 Ticket: 04132-000-062-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 10 To: Name: ARLINGTON PL Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: ENTIRE PROPERTY & ROADWAY IN FRONT OF PRPOPERTY BOTH SIDES NearSt: ACKER DR & CONCORD PL Means of Excavation: EXCAVATOR Blasting: N Site marked with white: N Boring/Directional Drilling: N Within 25ft of Edge of Road: Y Work Type: NEW HOUSE CONSTRUCTION Estimated Work Complete Date: 04/25/2022 Depth of excavation: 4 FEET Site dimensions: Length 30 FEET Width 40 FEET Start Date and Time: 04/18/2022 07:00 Must Start By: 05/02/2022 ------------------------------------------------------------------------------ Contact Name: KEITH CALCAGNI Company: CALCAGNI INC Addrl: 425 HUNTER ST Addr2: City: MAMARONECK State: NY Zip: 10543 Phone: 914-777-3177 Fax: Email: calcagniinc@aol.com Field Contact: KEITH CALCAGNI Alt Phone: 914-879-2232 Email: calcagniinc@aol.com 1 Working for: SAL RIZZO ------------------------------------------------------------------------------ Comments: WORKING ON BOTH SIDES OF THE STREET. Lookup Type: MANUAL ------------------------------------------------------------------------------ Members: ALTICE USA BELL-VALHALLA / WSCHSTR CON-ED SUEZ WTR WESTCHESTER VIL PORT CHESTER VIL RYE BROOK WESTCHESTER CTY SWR 2 L L E G E N 0 .............. ....... GAS VALVE 'RAING TRN:4-iC HYI)RANT ...... C, A T'C H -TREE, _j TILP V 'ONE WA11IR ................ PH O-W S 1`6 SEWER MAIL I T E R S!GN HYD POST BASIN POLE I M-t T E L VALVE .`WATER. tvIANIAG-LE MAN'H�OLE ... .. 'M A N H Qi- E BOX ELECTRIC ...... ': TRAIN C GLUMN CL. ............L W,w. C.D, . ... . ................. F.E, ENT.UND. A. RT. VAULT (typ) CLEAR LOW AREA WINDOW VVELL CELLAR DOOR RISED CONCRETE SAFETVG3ATE HOUSING I R, E E S'C "A' 'P' F EN1. UND, R ............. AREAWAY RIGH*r WNHOLE it',.4ETAI.. ELE&RIC x Dl_ =68-281 55POT GROUND- FLEVATION T. T()p C)f.- ("'URB ELEVATION BC=67.60t - BOTTOM OF lrl'�U-RB EL.FVATION L LINE OFROAD ELEVATION 1: LEGAL GRAQE ...... .12 CATV co .LOT 7 R. 0. MAP Of 467;,,F AVft %80 VW m..-! p f P.0"8° - LOT 62: & 0. AfA P 0jF 4672 FRONT PHOTO ... ...... . %..,TAX LOT .... ......... _tp LOT 26 01" WALL M 09004% W lu v *03 1, 2: EE PR0PEp1T'y1'?,.0T LINE S-144 EL= !41.X PVCF FENCE ul OZE EL=142,03: EL 14.2.35'.. 6. 7,19. Ao -44 -WALL. 1), 2VV UO a WF rA V, E0-141,58' > V A C A N T.-- L 0.:TLek '00F, 4 EL=14.1.20' PT VC eik 0.4'E WE 42. < 0.TW T_ `LOT 39 ..TAX uCD ............. 2`0 LOT 8' ... ........... 3 LU LL R. 0. MAP OF 46 72 z LOT 9 EL=14`.9Z EL=141 74' 0. AfA P OF 4672 FL-142.(.171 EL=1,35-17' EL=142,11' W mow, FL= ;00 UJ E-L=142.21* 16 EL=!4t.8,*' EL' lift WIF EL=13W-f. SHED 4,8 E iRON LZ L-16.14236 .. ... . w .. .... .. ' .. • o S 34,89, F 1CJ Et;- 16 ci 0- --20-0 EL= 13 00' 'IRREGULAR 1611)1* WIF FL:041,136' E WOODFENCE F'L= 142.30' Ora WIP Al IRREG, 4.4% P . ILL:;;. i 4-i,jz' BOULDERSWF: WALL 1 1w EL 1 -38.56' FENCE No "I'S -n- OV f WALL ToP= 114-3,84" 1) 6 314 TOf F 141,3Z VVF EAP t.i.20`0 EL 14Ts xx 1' --' 4A'N 24"0 EL=1 38.31 . . ............. ............ . ... ... ............ .. ................. ..... . .. .... . ..... . . ........... .... ........... .......... : 2V'O L EL= 13i) 42' ......... TG=138.-50' .... .......... ... ......... Tc13 RXf-- 137 22' EL=138.53' 18*0 ELM 138,30' Z7486 1 4j 18,10 PIER.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2b C, N e A"u L (R,0,W 50,0'WIDE & EL- I 35_82' FL= 1 37A 51 CONC. CURB ............ ... ... ::.:. WV1_77 .... ... . ............... .... ............. ...::.::: .... : � ...... ...... ASPHALT . . ..... . ........ . : :: .... .::TC=136,02' (20�t) - TCX 137.87' DRIVEWAY TC=137_93' BC=137,63' 4z BC= 137.57' bv _H tp .................. . . . .......... .. . ........ - ----- ... ................ .. ............ .. NOTE.-. N LOT UMBE 'R 8 SHOWN ON A CERTAIN NIAP ENTITLED 1VIAP OF RIDGE MANOR SECTION 2 IN TOWN OF RYE, WESTHESTER CO.- NY", MADE BY F.S. ODELL ENGINEERING CORP, ON AP IL 13,1938 FILED IN THE OFFICE OF THE CLERK OF WES TCHESTER COUNTY �6 V6 ON 21 APRIL, 1938 AS MAP N o.4672. r, v- LOT SLOT AS SHOWN ON FIELD MAP, '021 ` T01"VATCH FILED BEARINGS ROTATED - 11 55 MAP t.0367. ........ . PH I,*% ........ . ............... . ........... ... V IRPOSE-5- No, 13544-- TOPOUKA -NOTFOR T1 . .... .......... . ...... - .4.E.?b ...... .... ....... ........ . .. . ............. Ne") SURVEYED.- 05-31-2021 :UPDATED'* CERTIFIED 0 N L Y TO.- I- ... ............ ...... . ...... ... w- N., '11� k I e -)... I... N A I4 N P I N1 F [�4 'r . ............. a tY g- ..... ... . SVRVEYED ONLY FOR* 6i I Im L GIZZO ...... . ........... .................. PRfin' PE . RTY ADDRESS: . ... ........ ....... I.AR.LiNGTON PLACE,, RYE. SROOX� NY .......... . ......... .......... ... ... ............... ....... . ............ .................... .. R A BLOCK, I LOT: 39 DIST: ... . ... ..... ..... . . . . ................. . ..... .... . . ............. . LAND SURVE.YING P.C, :SECTION: -135.44 COUNTY: WESTCHESTER:: Boundary Topographic Constru ction 0 0 .......... G R A P H i C S It"I" A L. E DWG BY- .............. . ........... SrALE: 0 22 OSIRIS MIRFZ,, PLS. 'D SURVEYOR'S NOTES o0dam, 2021. RAWA LAND SURVEYING PC. ALL RkGHTS RESERVED, REPRODUCTION OR COPYtHo OF T1'jj5 DOCUMENT MAY HE A VW11ATION OF COPYRIGHT LAW UNt,ESS PER* :OSTAtNED� 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYMIAP REAR�NG ALiCENSED LAND SURVFYOWS VjoLA-rj0N OF -S-ECTION -200. Sug-p WSSION OF THE Au-mOR AHD�OR COPYRIGHT HiOLDER is 0jr- yflE f4EW YORK STATE EDUCAT)ON LAW. 3) M. a- . ... ...... ........ ................... .. . . .. .. ......... .. ................. . ........ ........ ............. . .. .. ....... 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'D7N�`IIEFA 'i" 'tl"Ytt -- p. _ _1 FIRE SUPPRESSION SYSTEM f - - PLANS & PERMIT REQUIRED 3 SEAD ARC P j'e t Drawing Number SIVIM Architect PL.LC Drawing Date .y s l ®6454 �® 5 Sett Circle Scale �_ OF Purchase, New York 105577 Drawn BY 7-1 lag r'1i1 C#!:F j W .93" E _.. - NOP.TEMCE1'l OJL .� . _d ,. , VHF WF .. Vt C3a � +C ' T ' WALL TC)P=1 8;t' 5.NL toi3 5 T " , TC3P 1#3 5t!' EL=1 .04 A �! t, .3'N -? �� i �F�7P 1A3 9 , ;`' EL=1 1.32' �N EARTH EL 14Q`2470 4.4N E--140.34 14' W EL=139,�4 # 2Ci fd EL=138.73 iG 13$. }' Tid�ea-l138yy.3c�sC1 ` r' 1M-1 i 2�" .�77 +�}gp t1 +gyp y ls�1 J(.@V' lye, t,..13 y+r ...._. EL-1.Jir °n,.. lo� ®A°Vt7.L. -w - �J. i.e. ii■Y47 Jt. Sv EL®138.30' 90101 'wa' r '=1 3 ' EL=137.�4F CONC, 1 TC #ir�+VAY Ci� - `•" (2Q't} BC-337 S3' (' TC=137.93' 4 B =137.57` SE�A 1) ANC x . 1 450 Simi M Architect PLLC Drawing 5 Scott Circle Purchase, New York 10577 Drawing Number Date Scale Drawn By Sediment and Erosion Control Motes 1}Contractor shall be responsible for compliance with all sediment and erosion control practices. The sediment and erosion control practices are to be installed prior to any major soil disturbances and maintained until permanent protection is established. 2) Timely maintenance of sediment control structures is the responsibility of the contractor. all structures shall be maintained in good working order at all times. The sediment level in all sediment traps shall be closely monitored and sediment removed promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures shall be inspected on a regular basis, and after each heavy rain to insure proper operation as designed. An inspection schedule shall be set forth prior to the start of construction. 3) The locations and the installation times of the sediment capturing standards shall be as ordered by the engineer, and in accordance with the standards set forth in the current edition of the Westchester County Best Management Practices manual for sediment and erosion control 4) All topsoil not to be used for final grading shall be removed from the site immediately and placed in a stabilized stockpile I or fill area. All topsoil required for final grading and stored on site shall be limed, fertilized, temporarily seeded and mulched within 14 days j S) Ant disturbed areas that will be left exposed more than 21 days and not subject to construction traffic, shall immediately receive temporary seeding. Mulch shall be used if the season prevents the establishment of a temporary cover. Disturbed areas shall be limed and fertilized prior to temporary seeding. B) All disturbed areas within 500 feet of an inhabited dwelling shall be wetted as necessary to provide dust control. 7) The contractor shall keep the roadways within the project clear of soil and debris and is responsible for any street cleaning necessary during the course of the project. S} Sediment and erosion control structures shall be removed and this area stabilized when the drainage area has been properly stabilized by permanent measuresPam- — r "si�lpPt?R'I - �N TOP MEW I SECTION ION A Cr3SaP t f ¢ II SF.�rIi�N'' l / I A 41 ,. t 5Ul" I* -ill Se1IiL3 OF . r�iP N - 1:, EXC"TE A 4 zW-H x 4 "PH TR94dH-`oWNG THE LOWER PEW&M'ER OF THE SAL 2, U141RDLL A SECT.K At A TIOE AND POVnON TIC Tom' (00"STMW) 3. POUF KM THE C=1MND;'I . T4*E'W IS APPROXIVAT ! 2 ftKS E rwnmL I 4_ LAY `,HE-Ofi^-W RAP OF WXIk C M THE UNi;MMMM SD1"11 M OF 1' fE 'tIRfTIGK SAQ411 11KE VR". € ARID TAMP 1WE SOIL ER 11.0M REQUWAN KEPT 'AI x s..JOIN SJKM, A5. 5. ':)IE siv �E V14..1 NOT BE AXL , &ED 'M TK TMVRWY OMSMMON FENS, b L BE WSET 3 FEET, Mk THE MIDE OF T u SILT FEP#CF STAWZE ENTM PILE g t SLOPE OR LESS • Y r v v rr !i s*wwrwnwre��r+ MIN. SLOPE STRAWaALES OR MIN. SL SILT FENCE JUS614AMN 2. MOMIUM $LOPE OF s BE 1:21 3. t s e ae s ar *. - .; a elf Wr f ;OIL J!T0C APILM 4" SMA5E 2" TOP COURSE 'COURSE MATERIAL ASPHALT CONCRETE SAVE CUT EXITT, PAVEMENT, SEAL NTH CONC. :.. CURB. MAIL 4" WIDE HOT T SEALERPITS _ ,P I2'+ITkR T2` yI35 1$": X 1$ POLYOLEFMk — — GRATE W/ U-V. INK&TORS — NDS 6" RISER (AS REQUIRED) SLOPE TO DRAIN f SLOPE TO DRAIN rs _ —_ _ BACKFILL WrTH 3"A$t'}IALTIG 1PA GOMPACTEC SOIL L:NCEETETOP COURSE -- — NYSlYE]M 403,1 CT AR.yEA.'$ Fs .2" SQUARE CATCH BASIN DP APPROVED EQUAL 12" MIN. Ski" CRUSHED STONE COVERN. NDS ;JN!VERSAL �.i — er milt OR Ir To 1) �— DRAIN PIPE ROCK MDIA. [ — 3d+I��GRAVE� �I!,,, INVERT ELEVATION PkM CRUM STOW 8 OF -Y47 CRUSHED `T�J AND COMPACTED STONE _ NDS SQUARE CATCH BA51N LT'GiCIT 11"'W6a. PR0VlQE.,APPk0PRKTE "fRAN-54TM BETWEEN 5TA5LM TRJ1,71 N .. � � T N E CONADETAIL Nat' TO r HELD PLACED CLASS "C" CON CRETE COLLAR' (OPTION 1) FLUSH NTH PAVEMENT 24.0 [610 MMj NN. AASHTO HS-25 RATED CAST IR011 P FRAME AND SOLID COVER 15-U, [381 ftwq FIELD PLACED CLASS "G" CONCRETE COLLAR (OPTION 2) 1., [40mm1 BELOW PAVEMENT PAVEMENT OR FINISHED GRADE t703+r�ns} 0" R#Rt llu MIM O COii+IPACTED t GRANULAR FILL . B" [SQrrtml PVC SCREW IN CAP t2' [3Mmiril x B' [15ammj CULTEC INUI4E DRAINS I BAN -OUT ' ' BASIN wt GASKETED SDR- 35 CONNECTION s.a^ [t52 mm[ MIN. i Ir [150mmi SDR-35 RISER(LENGTH VARIES) i I 6.251160mml HOLE TO ICE CUT wr HOLE SAW CENTERED ON OURRUGATION CREST 6" [150mml SDR-35 BELL END CUT FORE" [152MMI OF INSERTED PIPE ahroiil#r Type L- eR M!: J+ 5awafi ftw Uddte at- APWVVW General Notes� 1) All leader drains to have overflow spouts at grade 2) All piping from leaders to cultecs to be schedule 40 pvc at minimum 1% pitch 3) Contractor shall obtain a street opening permit from the Village of Rye Brook DPW for sewer installation 'Versa-LGk"Or Equal lr"HockiV Loar brads Obck Retainiq Wall Syzt m Lower Grade 7 i 1 �--- — 16' Granuar Fill, instakd In 6' Cavaetad Layers tM. 6"Carrpactcd Granular fill RETAINING WALL DETAIL AIFASLOT''° IOWED M WATER INLET AREA ALFA aLfrT� $LOTOPE3INGS r` r~v WTAu;ATION SADDLE FLAKES OUT .r r� .rr COW*CTIONA.MCHORS J ��J AUGWENTSGREW CIIANNELS ALIGN WITH F TONGUE -IN -GROOVE I AIJOURAL INGINEURNG SPLOPICAnON: T =.OR K00A aRAS THICKKIS cR t" atfrd pa�nMl 0VHKWV@R f S 4RtATlHI I'� NOT to Sc4u sta T 2, I —EXPOSE@ F `' SLOT `�keaa""Se �ti T r I vy Dufiy, Cost- Fstoov 4* 2% sa Caroni CW=-*+,* DETAIL OF HOUSECONNECTION AT GRAM. f+�H.40 tl* as r4ua: it Johlt SEAL ED ARC Proaect Drawing Number I a: 4. SMM Architect PLLC Drawing Date 1! ®16454� E 4 �'� 5 Scott Circle Scale Purchase, Blew York 10577 J:)F__ �' Drawn By I Sediment and Erosion Control Motes 1)Contractor shall be responsible for compliance with all sediment and erosion control practices. The sediment and erosion control practices are to be installed prior to any major soil disturbances and maintained until permanent protection is established. 2) Timely maintenance of sediment control structures is the responsibility of the contractor. All structures shall be maintained in good working order at all times. The sediment level in all sediment traps shall be closely monitored and sediment removed promptly when maximum levels are reached or as ordered by the engineer. All sediment control structures shall be inspected on a regular basis, and after each heavy rain to insure proper operation as designed. An inspection schedule shall be set forth prior to the start of construction. 3) The locations and the installation times of the sediment capturing standards shall be as ordered by the engineer, and in accordance with the standards set forth in the current edition of the Westchester County Best Management Practices manual for sediment and erosion control 4) All topsoil not to be used for final grading shall be removed from the site immediately and placed in a stabilized stockpile or fill area. All topsoil required for final grading and stored on site shall be limed, fertilized, temporarily seeded and mulched within 14 days 5) Ant disturbed areas that will be left exposed more than 21 days and not subject to construction traffic, shall immediately receive temporary seeding. Mulch shall be used if the season prevents the establishment of a temporary cover. Disturbed areas shall be limed and fertilized prior to temporary seeding. 6) All disturbed areas within 500 feet of an inhabited dwelling shall be wetted as necessary to provide dust control 7) The contractor shall keep the roadways within the project clear of soil and debris and is responsible for any street cleaning necessary during the course of the project. B) Sediment and erosion control structures shall be removed and this area stabilized when the drainage area has been properly stabilized by permanent measures NOTIFY TOM EILDG, DEPT. OF START UP DATE AT LEAST 5 DAYS PRIOR TO START. Construction Management Plan 1)Work hours in the Village of Rye brook are as follows: Weekdays 8:00am to 6:00pm or dusk which ever is earlier Saturday 9:00 to 4:00pm Sundays and Holidays NO CONSTRUCTION ALLOWED 2)Contractor to provide a contact person and contact information who is available 24 hours. 3) A street opening permit is to be obtained from the Village of Rye Brook DPW for sewer and water connections. 4)Prior to construction provide a code 53 conformation before any digging or excavating. 5)install erosion control measures as shown on approved plans. 6)Provide tree protection as shown on landscape plans. 7)lnstall construction fencing and orange safety netting. 8)lnstall construction entrance as detailed on the drawings. 9)AII workers to park on site as much as is feasibly possible. 10)Deliveries to be unloaded on site and not block the street as much as is feasibly possible. 11) At the end of each day the street is to be broom swept clean. 12)The site is to cleaned as required from trash and debris. 13)The contractor is to provide dust protection as required. 14)AII work to conform to the Village of Rye Brook code and Standards 15)AII off site disposal of excess cut shall be in accordance with All federal, state and local requirements Ak AN nA21 WF WALL ± l FL=141.3(Y „ PVCF WF - _ EL-142 35a WALL 0.2'1t F EL='l36.96' EL=142.07' 1.4' Ei =140� ,W VAC ; . E C LOTly=141.£ '. ? EL 141-2 ' WIF. &' OF WF 7t #, ; , EL=137. bri t. ` - - 'r-TLOT 3 Ca 5 - _ `fit=137.E<. � • Elf Ata MAP or 46 L:L=141.16* ' El �1 2. ` i EL=1431,V _ Its; LL=1 .1 to EL=1�t2. 7' w EL=137,0 ' i i* EL=1Gi}.Sf. EL-142.21" -' 36* -1 - ELi-'440, t : AF ? EW42. r" 25.6 t= +d IRON "'q2 ��yy yyL' EL=14. ,46' FENCE `„ EL=140 t� .4 F +q .i WI` i "� Lit, 140AU 1.81E i� 16" ( 4 Wli `, E ICE I EE 3 EL=14a,5a , WF EL=137. t �142.3F}. `l.3 E !R EG- . a } 4p' FE2 a 6: r 9L-10,az BOULDERS� F €.-7 AWALL ;;m�ayya..�li 'PENCE:: �^" I .1'�11 kam .. ,._ WF I L.�1 F.Yv'�' '# k00, d-ENC i/MP9a-L. WF . ? It TOW=143 50 .-¢{'d '{!P Y 0TOPnI43,%cilEi J ELa141.32' WF EAF.TI"l LEL=11:0,14' 4" 1 34U.344.4 N UJI In.EL -136.y _ U. 1 ., EL 138 ... .� ._ 4 EL- 19.73' ¢ p psyp y0ry y g p {�eq� g 1 i d FL.�130, t 8 AL 18*0 : 4 ti .OW 0. RIM= 437.37' INV= 1333,77, EL°;137'.45` ASPHALT KAAP,1T7=kfANV-P rit2A1Nt1C,F MAINTENANCE hltt�thE'r�Nt]I�ff `� EROSION CONTROL MEASURES I . NSTALL 4 SNOW Fes. POSTS + fi'-CY Q.G. (MAX, ) WTF1 F LTER FABRiO PRIOR TO START OF COhUMUCION, VIFL. NSPEGTION 2. CALL FOR INSP CTFON FROM TOWN AT LEAST 2 DAYS PRIOR TO FMSN. EXCAVATION FOR WATER CONTROL DEVICES MAY EEGN F RE-CONSTRLJCTION INSPECTION PASSED. VI L. I CTION I . INSTALL DRYV4ELL5 E PPM, WRAP 'YELLOW CAUnON TAPE` AROL IND OPEN TRENCHES. 2. REMOVE EXCAVATED MATERIAL tMT14N 48 WS . 3. C.ALL. FOR TOWN INSPECTION AT LEAST 2 DAYS PRFCR TO F3NIG14. t. ao a- To tisPEcT SOL SED*AM CONTROL •0 AFTER ANY PAN CAUSING RUN OFF AND REMOVE .E INSPECTION2. OCU M IN WRITTISIQ ANY-- suamirTio To TOW4 6-, � � T VLL. INSPECTION BACKFLL AND ROL G" QPADE SOFL S;.L . INSPECTION SERC�y®��� FINAL INSPECTION FINAL. GRADING AND ALL EROSION GROLIND COVER CC"IRCL MEASURES RESTORATION. REMOVES AND GRASS FULY ESTASUSHED . VILE.. 14SPECTION ,FOR ' SMM Architect PLLC Drawing 165 Scott Circle J { OF Purchase, New York 10S77 V 0 6 11* 4 4 6 pv �! a r. Drawing Number Date' Scale ) 'L Drawn By - - 2020 Residential Code of New York State V DIAMETER R301.5 Design Loads -Live toads: l -Living Areas 40ib/sf RIM T - Sleeping Rooms 30lb/sf - - Attic- No Storage 10lb/sf - Attic -Storage 20lb/sf -Stairs 401b/sf # r'`'*, - Decks 40lb/sf - Roof 45lb/sf IT � I - Guards and Handrails 200lb/If R302.3 Two family dwellings to be separated by a one hour rating except when a fire sprinkler is installed then a one half hour rating is permitted. R3101 Basements with habitable spaces and every sleeping room to have at least a i I T5 one openable emergency escape and rescue opening of minimum 5.7 percent ila, net clear opening with a minimum opening height of 24 inches and opening Tow anion twoSTROKE � n be� width of 20 inches net clear opening.S. �f;/ to hunceft 1 «,. �,, R311.7 of the -Maximum Riser Height 8 A inches SOCUM � �tnrs DESIGNATION FOR STRUCTURAL � �� � (� � � R� Q - Minimum Tread Depth 9 inches COMPONENTS THAT ARE OF � i p TRUSS TYPE CONWMUC'fEQ#I Minimum Head Room 6 8' from nosing to sloped calling F- =AMD ��$i .encugamg „TMinimum Width 36 inches above rail and 31 ! inches at rail height 90xraAmmans } �3and below with rail on one side or 27 inches with s iHeI s J handrail on both sides. F FrOae�r+oxoarra�wewaEj \ R312.1 Guards: ! -Required at surface more than 30 inches above floor. t - Height minimum of 36 inches \ i y - At open side of stairs minimum 34 inches Intermediate rails or ornamental closures cannot alas the passage of a sphere i t j / ! �.! f4-(� 4 inches or more in diameter !, 1 �' f � � � - � - � � � FL, 1� f -Triangular opening formed by riser treads and bottom rail of guard at open p i !i side of stair shall not allow a sphere of 6 inches to ass through R314,R315 Smoke and Carbon monoxide Alarms p g -Each sleeping room to have a smoke alarm - Outside of each sleeping area in the immediate vicinity of the bedrooms to have a smoke alarm -All smoke detectors to be interconnected t - All smoke detectors shall be hardwired and have battery backup �„ I � • ' _® - Carbon monoxide alarms to be located outside of each separate sleeping area Carbon monoxide alarm to be located on each lavel of the dwelling 1 t Plumbing Work: all plumbing to conform to the requirements of the 2020 Residential_, % i N ` Code of New York State Electrical Work: all electrical work to conform to the requirements of the 2020 Residential, i Code of New York State Mechanical Work: All mechanical systems to comply with the 2020 Residential Code of t i�1 i 1; 0I"1 1.`. , c .• New York State° :r ! f ## All work to conform to the 2020 Energy Conservation Construction Code of New York State vV 4 General Notes 1) All work to be done according to 20151RC with the NYS 20171-iniform Code Supplement and local code 2) All plumbing work to be done by a licensed plumber 3) All electric work to be done by a licensed electrician 4) Provide a code 53 confirmation before starting any digging or excavation 5) File for a tree permit before removing any trees�� %s - 6) File for a demolition permit for starting any demolition 7) Building setbacks and layouts to be done by a licensed D.. surveyor 8) Workmanship to be first class in all respects g- 9) Soil bearing capacity to be minimum 2 tons p.s.f /r,� 7'+� FL to 10) Poured concrete to be minimum 3000psi 11) Poured concrete for exterior steps, porches, etc exposed( to the weather and garage slabs to be minimum 3500p.s.i. • � �?Jl �I "°�''�• g} ��)� III strength _. 121 Stepped footings to be 1 vertical to 2 horizontal 13) Concrete block wails to have horizontal reinforcement 16"oc �� _ _[ ; 14) Finish grades to be a minimum 8" below top of foundation '+ wall and slope away from housed 15) any steel beams etc. to be min A36 grade �J �_�{ +a / ,7 v ] 77 " " t with 4-9 16 holes _ 16) Steel lady columns to have 6 x6 pates t /t � „ top and bottom - — . _ _ ,�1 r cam. X. it y , .,._ _ { _ . ... 1 17) All lumber to minimum #Z doug/fir 900p.s.i fiber strength { _ ��. _j --ter _. �. 18) All deck lumber to be pressure treated for header and joists° M _ -- Decking and railings material to be selected by owner 19) Double joists under parallel partitions 20) All posts for headers, beams, and girders to be taken down 41 Solid to the foundation and bearing pasts -- 21) Provide flashing at wrap/roof, valleys, chimneys, windows, Doors and roof penetrations as required 22) All bath exhaust fans to vent to exterior 23) All walls to be tiled to receive cement board backing G 4 24) dryer vents to be vented directly to the exterior • .? I/ - 25) A blower test is to be provided zs A placard designating structural components that f I certify that to the best of my knowledge and belief these plans p g g p Truss type construction shall be provided co I with the 2020 Energy Conservation Construction Code ---- P Y gY of N w York Sta CLIMATIC & GEOGRAPHtC DESiGN CRITERIA -- -- - FOR RESIDENTIAL. DISTRICTS IN ROE BROOK 01 "� �' 7 14 • Z/ �hendrchesani late GROUND- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND ! BOURNE CATAGDRY WEATHERING REGION DEBRIS c'DNE 29 psf H5A2Q N9 No No 0 SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER fIDDD AIR FREEBNII R1EAN ANNUAL DEPTH PROTELOON I TEMP. UNDERLAYMENT HAZARDS INDEX TEMP. REDDIRED REWIRED 42" YES 15 YES FIRM MAP IBM 52.2 36119CO2791 9/28/07 Zoning District R10 Required Proposed Lot Area Lot Coverage Main Bldg. 10,000 s.f 20% 10,285.46 14.51 Lot Width 60'-0" 89.86' Yards -Front 30'-0' 34'11" Yards -One side 10'-01, 11'-0" Yards -Total for two sides 25'-0" 37'-6" Yards -Rear 30'-0" 35'-5" Height -Stories 2 2 Height -Feet 30'-0" 28.57' Insulation and Fenestration Requirements by Component Climate Zone Fenestration U-Factor Skylight U-Factor Glazed Fenestration SHGC Ceiling R-Value Wood game Wall R-Value Mass Wall R-Value Floor Basement R-Value Wall R-Value Slab R-Value & Depth Crawl Space Wall R-Value 4 Regd. 0.32 0.55 0.40 49 20 8/13 19 10/13 10,2ft, 10113 Provided 0.32 0.40 49 20' 30 13 i /� / � t1 }. SEA,, ;3 'm... DrG®{.FVM.iiZber 454' 5MM Architect PLLC Drawing Date 6,�� � .�. q nr S Scott Circle Scale Purchase, New York 10577; �` Brawn By Village of Rye Brook Architectural Fie lew Board Approval Aare- Z� Chairman, 5�� v rr� BCE fh MI MY AmnCT - R M ! r Drawing Number f° 1 . 4_. SIAM A I #.ct PLLC a . ... 5 Scott Circle Scale� Purchase, New York 10577Mlawn Y PLANS .x..00T - 6 2022 VILLAGE OF BUILDING DEP RTY�NT tur ..� ."--..;: -y. ....,.w:w_,... ....«»._._. ....-..«,._..— _..._....� =.ee...�.• __ _.. _.,...»,....... _. F /1<.�,d'f�ir: t.sa�d.+'P.+�.�.... ,�..a.�M`8 '�me= �._,..� - - —__ _ _ t } EAL Drawing Number - �bMw- •"�.a,: � ���''°�; .• �$�r's:w�mr<nr�.�eysl® '�•^ r 3 a SMM Architect PLLC Drawing Date 5 Scott Circle .w Scale t Purchase, New fork 1AS77y " Drawn By C:vl`L- `� w PLA 15, DAI-.,.. OCT - 6 2022 �Bu�� (pING DEPARTMENT Reltp 43 -3IL-r SEA Drawing Number SMM Architect PLLC Drawing Date 6a54° Of � 5 Scott Circle Scale � - Purchase, News York 10577""'� : _ brawn By _ f v� SEA! IIV J` `elITe>E WJ 4J W--- e l FOP Pro* i i_ RR �h - Drawing Number 'ra� 6 /0 Ar E :wa SMM Architect PLLC Drawing Date 6450 ��S Scutt Circle f k Scale �F �� Purchase, New York QSi7 Drawn By t;:O� Purchase, New York 105 T.W. B.W. LEGEND � ` TOP OF WALL ELEV. BOTTOM OF WALL ELEV. PROPERTY LINE (PROP. LINE) FOOTING 8„ CONC. FND. WALL 12 CONC. FND. WALL 10 CONC. FND. WALL GENERAL NOTES SURVEYED ONLY FOR: CAUTION: BEFORE PERFORMING ANY DIGGING OR DRILLING ON THIS SITE, IT IS REQUIRED THAT SUBSURFACE SERVICES, INCLUDING THE UNDERGROUND MAINS BE MARKED AND IDENTIFIED BY THE UTILITY INVOLVED IN COMPLIANCE WITH INDUSTRIAL CODE 53 OF NEW YORK STATE. JOHN GIZZO PROPERTY/LOT LINE S M N LAND N/F KELL Y LOT 7 R.O. MAP OF 4672 LU i ALL ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), WHICH IS 1.10 FEET ABOVE NATIONAL GEODETIC SURVEY DATUM AT SANDY HOOK NEW JERSEY. 1.CONTRACTOR TO VERIFY AND COORDINATE DIMENSIONS ON SURVEY WITH ARCHITECTURAL PLANS. FURTHERMORE, ALL STAKES, NAILS, AND CROSSCUTS ARE TO BE CHECKED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION. 211ABILITY IS LIMITED TO THE AMOUNT OF THIS AGREEMENT. 3. WRITTEN NUMBERS/DIMENSION SUPERSEDES SCALED/ MEASURED NUMBERS. 4.13Y USING THIS SURVEY REPORT, YOU AGREE TO ALL TERMS AND CONDITION STATED HEREIN. �AX LOT 18� �O yP S72040""00" W NO FENCE , , , , , , , , , ' P, co M i 00m03' -TW EL=144.52' TW EL=144.50' 9.93' __ - b) , - 1 o TW EL=144.54' + � � �"' , 9.99' _ _ � 1 - -- -' - TW EL=143.52' TW EL=144.48-' 7_66'_ i � + - - - - _ - - - - - - - - --37.54'- - -- - , BW EL=136.42 _-------- �_ - - - - J TW EL=144.48' i - 1 o + W W BW EL=136.48' i ; -� �: TW EL=144.52' ~ CO TW EL=140.19' , W EL=144.52' TW EL=136.26' i iqi� TW EL=144.52' BW EL=136.37' EL--143.52' i TW EL=140.27' 5.86' 13.64'--- i EL=136.33' z P� , TW EL=144.53' l`n TW EL=136.25' + TW EL=144.56'j w U_ i + ��-- ► ,co ► o _ TW EL=144.48 BW EL=135.97' _ TW EL=144.52---,, i z + �� + 55 - j BW EL=136.52' _B_W E_L=_1_ - -- % _ + CIO i + I- -- rn -------------- IL + ---------- -� TW EL=144.49' + ------ - - -----37.56'------ -------- - _ L----------------- 71 ____ -----17.26' - �L----- - ------------- -� , i � 26.17 , -TW EL=144.46' N , P.O.B. L 0 L N C) M LOT 6 Q R.O. MAP OF 4672 N 750411 5vv E war- 10 N A�wh=\ IwRjmpnm� N CU-31t, �b FOUNDATION LOCATION SURVEY CERTIFIED ONLY TO: • JOHN GIZZQ AS-BUIL� C DOC MENT PROPERTY ADDRESS: 1 ARLINGTON PLACE, RYE BROOK, NY BLOCK: 1 LOT: 39 _FIST: - SECTION: 135.44 , COUNTY: WESTCHESTER �TW EL=144.50' TW EL=144.52, Q0 + ti 0 Pr�cyi M ` NO FENCE -- 1 // FE L�� I � V JUN 2 7 2022 DD VILLAGE OF RYE BROOK BUILDING DEPARTMENT '.C.�..�...yA�y.�.�T..yR1... • Y..l...\ � ..lN Y. M.^. Y ..Fr.I.-�w►•. PLACE LOT 26 R.O. MAP OF 4367 pw Oz �LL !w 'z w > a p r w x w �.. �W w U_ r P99 x J w z 0 U) CN IRON FENCE LOT 9 R.O. MAP OF 4672 -NOT FOR T/TLE PURPOSES- JOB No. 135.44-1 W39R2321 SURVEYED:06-13-2022 AMENDED: I� ego 0 I� R A M P A LAND SURVEYING P.C. Boundary • Topographic • Construction ® 0 0 DWG BY: ILMS GRAPHIC SCALE MIREZ, PLS. ��(718} 925-3oBo IVNYC 5 BoroughoLong Island- VVestdiester SCALE: 0 10 20 � Oinfo ram asurve in .com 0CK'D BY: 1 —16 ' ' ' ' ' ' ' SURVEYORS NOTES p Y 9 ,6 w-rampasurveying.carn 1) ©2022 RAMPA LAND SURVEYING PC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 23 OF THE NEW YORK STATE EDUCATION LAW. 3) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 4) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP. 5) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 6) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. 7) NO PROPERTY CORNER'S MONUMENTS WERE SET AS PART OF THIS SURVEY. LE.G-END_ GAS PARKING CATCH TRAFFIC HYDRANT ;- -`TREE LIGHT---. _ POST -BASIN UTILITY PHONE _ WATER D.W.S TEL. SEWER POLE - CW W (T WMANHOLE ELECTRIC MAIL MANHOLE BOX ----ELECTRIC TRAIN I:zl COLUMN ALVE r METER L SIGN HYD. TEL. W.' VALVE MANHOLE VAULT (tYP) CL. L.A. W.W. I.F. R.C. S.G.H. PVCF ENT.UND. A. RT. _ CLEAR - LOW AREA -- -- WINDOW WELL 1 IRON FENCE RISED CONCRETE - - - -- - - - - - -- - - - SAFETY GATE & HOUSING PVC FENCE I ENT. UNDER AREAWAY - ---- RIGHT (mDANHOLE METAL -- :CAN RIC E. EL��T f EL=68.28' - SPOT GROUND ELEVATION TC=67.88' - TOP OF CURB ELEVATION BC=67.60' - BOTTOM OF CURB ELEVATION CL=68.13' - CENTER LINE OF ROAD ELEVATION (LG=68.10'] - LEGAL GRADE GENERAL NOTES CAUTION- BEFORE PERFORMING ANY DIGGING OR DRILLING ON THIS SITE, IT IS REQUIRED THAT SUBSURFACE SERVICES, INCLUDING THE UNDERGROUND MAINS BE MARKED AND IDENTIHED BY THE UTILITY INVOLVED IN COMPLIANCE WITH INDUSTRIAL CODE 53 OF NEW YORK STATE. ALL ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), WHICH IS 1.10 FEET ABOVE NATIONAL GEODETIC SURVEY DATUM AT SANDY HOOK. NEW JERSEY. 1. LEGAL GRADES (NAVD88) REFER TO CENTER OF RIGHT WAY IN QUEENS, FOR MANHATTAN, BRONX, BROOKLYN & RICHMOND REFER TO CURB LINE TAKEN AT PROJECTION OF PROPERTY LINE. 2. UNDERGROUND UTILITY INFORMATION SHOWN WAS OBTAINED FROM VARIOUS COMPANIES AND CITY AGENCIES AND IS NOT GUARANTEED FOR ACCURACY OR COMPLETENESS. 3. THIS IS TO CERTIFY THAT THERE ARE NO APPARENT STREAMS NATURAL WATER COURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY. 4.WRITTEN NUMBERS/DIMENSION SUPERSEDES SCALED/ MEASURED NUMBERS. 5. LIABILITY 15 LIMITED TO THE AMOUNT OF AGREEMENT.�Aa:.. �-•��•�� _ 6.BY USING THIS SURVEY REPORT, YOU AGREE TO ALL TERMS AND CONDITION STATED HEREIN_ f�•'`► `t-"-� �, %1 %�`g i LAND N/F KELL Y - - -- 0.72'W 0.34'N U w w U P99 PVCF. ■ 0.271E W 00 0 Q � fy z LOT 7 0 _ - -. R.O. MAP OF 4672 TAX LOT 18� PLO y S 72040000" W l l I , , , i , , N co , , w_j zQ , F- CNI EL=142.12' F EL=136.10' .DRAIN EL=135.46' LU Ln w U z Uj ►_ _-- --------37.42' w�iJ p J pQ � o 7 O s �--.er P.O.B. o. EL=136.53' N 0) v M a LOT s R.O. MAP OF 4672 0 FINAL SURVEY CERTIFIED ONLY TO: NY DEPARTMENT OF BUILDINGS SURVEYED ONLY FOR: John Gizzo � MAY — 1 2023 �--� VILLAGE OF RYE BROOK' BUILDING DEPARTMENT I 100.03v , III 2.27'E PVC FENCE- 0.27'N w Ln RO PAVER ce O PATIO H a w - 10.13' �- -- --- -- z PLATFORM EL=142.98' Iw .74' 20.00' STORY BSMwT Z 0 > a_ �- FRAME co u7 =#i zo 0 �' 4 !- '� EL=142.17 , PEAK N 1 13.55'- 2 - C� z EL=173.911 5.9 U-? w F- FIRST FLOOR M w � EL=145.04'F@1 Q Co BSM'T FLOOR EL=136.12' Q @) EL=136.98 PVCF C7 GARAGE FLOOR 0.75'Et EL=136.13' 26.24' _ - .09'CIO - 17.52' ROOFED PORCH r- GATE - - _ 25.77'r- 0o bo i d' (" W J � 1 P� C w L D 0 L6 CV co -- 00 v ' PAVER WALK 2 � , , 0 �. I � r EL=140.44' PROPERTY/LOT LINE IS M N ILO261 R. O, MAP OF 4367 0.23'E �0 ww IL � > O ■ M ■ r r J a > �P z p LOT 9 I` U) R.O. MAP OF 4672 N I.F. �0.46'E � I.F. 0.56'E IRON FENCE M 0 N" 5041 ■ 5vv E 89m86v O TC=138.32' BC=137.86' PLA&C�� T 3�g _ t ��� cx 7ecsrteT—I �GG,�3Ij. j�� � DOCUMENT -NOT FOR TITLE PURPOSES- JOB NO. 135.44- 1W39R256 SURVEYED:04-12-2023 UPDATED: %4\ PROPERTY ADDRESS: 10 ARLINGTON PLACE, RYE BROOK, NY`O Sao K A r A LAND SURVEYING P. C . 2 .,�J. � I /A BLOCK: 1 LOT: 39 D I ST: - � + ' • WESTCHESTER '` Boundary *Topographic • Construction 0 (D 0 SECTION. 135.44 COUNTY. _ • (7i8) 925-3680 Q NYC 5 Borough -Long Island -Westchester SCALE: 01 -DWG BY: ILMS GRAPHIC SCALE RAMIREZ, PLS. V �CK'D BY: DBE 1"=16' 10' '! SURVEYOR'S NOTES � info@rampasurveying.com 4 www.rampasurveying.com 1) ©2023. RAMPA LAND SURVEYING PC. ALL RIGHTS RESERVED. REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT LAW UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED. 2) UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB -DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. 3) ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S INKED SEAL OR EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. 4) CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE LENDING INSTITU T I0N LISTED ON THIS BOUNDARY SURVEY MAP. 5) THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABL€, 6) THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS 'KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS CERTIFICATE. 7) NO PROPERTY CORNER'S MONUMENTS WERE SET AS PART OF THIS SURVEY. OF N�.NORDIN n C <1 v