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HomeMy WebLinkAboutMP22-152SECTION TYPE OF JOB LOCI BEST. CO/S'+T +� /ice - FEE AP4 T� 90' "O X--S.LL1�C_AP- FEE�4O/O PD DATE TCO N FEE DATE - NSpECT10N RECORD DATE INSP FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING O RGH PLUMBING GAS O SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL p I OTHER APPROVALS ARB p/ briv"19 leaoj< I BOT Q38-/a00 PB aa. 'ZBA OTHER -Q"/LC �IEL�/CRICOnW4CTC .4Rp Al- 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 April 10,2024 Cohen Purchase Building Company LLC 975 Anderson Hill Road Rye Brook,New York 10573 Re: Maintenance Building/Driving Range, 975 Anderson Hill Road, Rye Brook,New York 10573 Parcel ID#: 129.34-1-43 Mechanical Permit#22-152 issued on 10/4/2022 to Install Temporary COW An inspection of the of the above referenced property on April 5,2024,certifies that the temporary cell tower on wheels (COW),under the above captioned permit has been satisfactorily removed. Sincerely, Steven E. Fews Building& Fire Inspector /to © ` �-'E (D� BUILD • � \ MI+JNT For office use off: MAR 13 2024 PERMIT# VIL OF RYE K ISSUED:/A-- 38 KING STRE YE BROOK V YORK 10573 DATE: —a VILLAGE OF RYE BROOK BUILDING DEPARTMPNT >4 6 Oc FEE: / — PAIDS APPLICATION FOR CERTIFICATE OF OCCUPANCY'CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION •tttttltttt♦tttt}}}}flttt#lttttttf}!1♦t#tut}!tltff♦t#Ittti}}ff}#fff#iiittlt}i}liiiftslssfit}itftif♦•ttf•f tfftl t#tt}iif ftifftf Address: 975 Anderson Hill Road Temporary 129.3�-1-43 Occupancy/Use: Cell on Wheels Parcel ID#: Zone: PUD c/o Cohen Brothers Realty Corporation Owner: Cohen Purchase Building Company LLC Address: 750 Lexington Avenue,New York,New York P.E./R.A.or Contractor: Scherer Design Group Address: 100 Corporate Drive,Suite 202,Lebanon,NJ 08833 Pelson in responsible charge: Steve Krug,Scherer Design Group Address: 100 Corporate Drive,Suite 202.Lebanon,NJ 08833 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 stntcture/construction/alteimtion herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: New York SMSA Limited Partnership d/b/a Verizon Wireless being duly sworn,deposes and says that he/she resides at 4 Centerock Road (Print Name of Applicant) (No.and Street) in West Nyack ,in the County of Rockland in the State of New York that (CiryTown'Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S 100,000 for flue construction or alteration of Cell on Wheels(COW) 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/contpleted 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 fiurther understands that it shall be unlawful for an owner to use or pennit 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-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this I day of ,20 day of hn 20 24 NEW TNERSTU DB/ VF I IRE E SEE ATTACHED LETTER OF AUTHORIZATION Y. Signature of Property Owner Signature f f Appliefail New York SMSA Limited Partnership d/b/a Verizon Wireless Print Name of Property Owner P it Name of Applicant �jho�w� • mom- Notary Public Notary Public SHANNON ENNIST-MUCCI 8/(Zi2aZl Notary Public.State of New York No.01 E N6247179 Qualified in Ulster County Commission Expires August22. aaa'L E R 13 2024 VILLAGE OF RYE BROOK LETTER OF AUTHORIZATION BUILDING DEPARTMENT NY-Purchase 2 Municipality: Village of Rye Brook APPLICATION FOR APPROVALS Cohen Purchase Building Company LLC,the owner of the property located at 975 Anderson Hill Road, Rye Brook, New York (the "Property"), does hereby appoint New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless"),and its authorized representatives,as the owner's agent for the purpose of consummating any applications necessary to insure Verizon Wireless' ability to use the Property for the purpose of instal I ing/mai ntain ing a cell on wheels (COW)communications facility,and removing Verizon Wireless'existing equipment on the Doral Arrowwood building in connection with its demolition. Assessor's Parcel Number: Section 129.34,Block 1, Lots 43 and 45. Signatu 4orizi6d;Kipaibry wner: Cohen LC By: Name: Title: 1 hq&1C iASL&74 DECj1�6p Authorized Agent: New York SMSA Limited Partnership d/b/a Verizon Wireless Sworn to and subscribed to before me on this / da of �,J(!A y , 2022. / MADELINP C.CITHONE 1 _ Notary Public,State of New York Signatbre of Notary No.01 MAW30446 Qualified in Westchester County Commission Expires Sept. 13,20W 2:WDATA%WrDATA%SS4\WPINEWBANMTERESA GARCIATURCHASE r= 2 ZONING"A.M3.000X LAW OFFICES OF SNYDER He SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE.9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212)749-1448 FAX (914) 333-0743 1973)824-9772 FAX(212) 932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER lsnyder@snyderlaw.net REPLY TO: ROBERT D. GAUDIOSO (NY/NJI Tarrytown office DOUGLAS W.WARDEN JORDAN M. FRY MICHAEL SHERIDAN (NY/NJ) March 13, 2024 R @� � � DAVID KENNY (NY/NJ) v DAVID L. SNYDER (1956-201 2) MAR 14 2024 Stephen Fews, Building Inspector Village of Rye Brook VILLAGE OF RYE BROOK 938 King Street BUILDING DEPARTMENT Rye Brook, New York 10573 RE: Permit#MP22-152 New York SMSA Limited Partnership d/b/a Verizon Wireless Cell on Wheels Facility("COW") at the property located at 975 Anderson Hill Road, Purchase, New York Dear Mr. Fews: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with the captioned matter. Pursuant to the attached email from Laura Petersen, enclosed please find a check in the amount of $610.00 representing the Certificate of Compliance fee. Kindly confirm when the final inspection will be held and forward the Certificate of Compliance for the COW to me prior to March 25`h at lsnyder@snyderlaw.net. As previously discussed, the COW will be removed during the week of March 251h. If you have any questions, please do not hesitate to contact me at(914) 333-0700. Respectfully submitted, ova yAzljo Leslie J. Snyder LJS/ap Enclosure cc: Verizon Wireless Z:\.SSDATA\WPDATA\SS4\WPNEWBAWTERIiSA GARCIA\PURCHASE 2\2022 ZONING((.*OW)\BPBP CLOSE 017 FEE AP 3.13.2024.RTP LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK,NEW JERSEY 07102 (212)749-1448 FAX(914) 333-0743 (973)824-9772 FAX(212)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J.SNYDER Isnyder h snyderlaw.net REPLY TO: ROBERT D.GAUDIOSO(NY/NJ) Tarrytown office DOUGLAS W.WARDEN JORDAN M. FRY MICHAEL SHERIDAN (NY/NJ) March 12, 2024 DAVID KENNY(NY/NJ) DAVID L.SNYDER L11 (1956-2012) -T MAR 13 2024 Stephen Fews, Building Inspector t---- - -- Village of Rye Brook VILLAGE OF RYE BROOKR�li3..�1l�'r DE?�RTMENT 938 King Street Rye Brook, New York 10573 RE: Permit#MP22-152 New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase, New York Dear Mr. Fews: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with the captioned matter. As you recall, Verizon Wireless was issued a building permit (Pen-nit #MP22-152) for the installation of a temporary Cell on Wheels (COW) at the captioned property. As we indicated, Verizon Wireless will be removing the COW on or before March 25, 2024. In connection therewith, enclosed please find the Application for Certificate of Compliance in order to close out said permit. Kindly forward the Certificate of Compliance for the COW to me prior to March 25`h at Isnyder@snyderlaw.net. If you have any questions, please do not hesitate to contact me at(914) 333-0700. Respectfully submitted, Y*"J444-� Leslie J. Snyder LJS/ap Enclosure cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WPNEWBAMMTERESA GARCIATURCHASE 2\2022 ZORTNG(COW)\BPBP CLOSE OUr FTN.RTF QyC Bkj� . LL 1982 BUILDING DEPARTMENT /Q"❑SUILDING 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\1 ) a-"-DATE: PERMIT# ISSUED: LI SECT: ! )'l . BLOCK: 1 LOT: LOCATION: �'� ����^�� �,- 0 \ 4 W�C OCCUPANCY: V L i 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 ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ZI FINAL ❑ OTHER ` , QyE NO Zm cu � '9a2 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �-L-- DATE: 2 Z'Z PERMIT# �'\� -2-2- l�Z ISSUED: ' ECT:��BLOCK: ` LOT: LOCATION: ::3�-kV t ►J G��j /�L�-1G � OCCUPANCY: T2--1 4-Z ❑ VIOLATION NOTED THE WORK IS.xl� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION❑ NATURAL GAS o Ak I (' ❑ L.P. GAS — ❑ FUEL TANK ❑ FIRE SPRINKLER L - ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑f FINAL Z �/ G�1- 9SEta ��� G / OTHER i s N r Ln N v O N � � � ao o ■ a 0 N 64 O On V W 1+ y o o ■ ,00 3 g � b o p.,w O � o� � Tom., W � ✓ ';' o 'a :: - Cn a rTa1 U" ON �y •G V �I F W o© C!) —i U C7 py � o w n a (, '� V x V A z A (Uv , co O a/ v) w w W ft° N C1 i W W ► N Ncq U o u � N W 0.4 6 04 ? ono � a a w { { N Q o © r- a w z o H ■ z W >4 y a ,b D FREVILL t: I�OF + BRO SEP - 6 2022 BUI NGDEP K MEN 938 Kl �,TTYE ; K,NY K (914)93 - 6$ ivy ?, ebrook.00r gUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL, MODIFY AND/OR REMOVE MECHANICAL EQUIPMENT OFFICE USEAMQ—ls�Permit 4: Building Inspector: zr Application Fee: //��77�� Date of Approval: T — 2022 Permit Fee: .1 .5r —Alb BldgMse Class:Res.( );Comm. ("); REQUIREMENTS FOR RELEASE OF PERMIT: (A CERTIFICATE OF COMPLIANCE Is REQUIRED TO CLOSEOl1TTHIS PER\In) 1.Properly Completed&Signed Application. 2.Payment of Application Fee: Residential=$100,00; Commercial =$250.00(lees are,mn-refundable) 3.Site/Staging Plan as required by the Building Inspector. 4. Sealed Construction/Installation Documents&Specifications as required by the Building Inspector. 5. Copy of Licensed Contractor's Liability Insurance.(Village of Rye Brook+moss be listed as certificate holder)& Workers Compensation Insurance on a NYS Board forth (Form#C105.2 or Form#U26.3/or NY State Workers Cotnpensation Waiver) 6.Payment of Permit Fee: Residential =S 15.0011000.00 of Construction/Materials Cost with a minimum fee of S 100,00. Commercial =$25.00/1000.00 of Construction/Materials Cost with a minimum fee ofS275.00. 7.Inspection by Building Department for removal and/or installation. (48bournar;eerequired) 8.Any electrical work requires a separate Electrical Permit and Electrical Inspection. 9. Any gas/plumbing work requires a separate Plumbing Permit and Plumbing hispection. Application dated, is hereby made to the Building Inspector of the Village of Rye Brook,NY,for a permit for the installation,modification,and/or removal of the specific Mechanical 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 the approved plans,and with all applicable Local,County,State Sc Federal laws,codes,rules and regulations. 1.Address: 975 Anderson Hill Road SBL: 129.34-1-43 Zone: PUD c o Colien Brothers Keally Corporation 2.Property Owner: Cohen Purchase Building Company LLC Address: 750 Lexington Avenue.New York.NY Phone M Cell#: email: 3.Contractor: Cel Tech Electric Inc. Address: 289 Hendrickson Avenue,Lynbrook.NY 11563 Phone#: 516-599-1144 Cell#: email: ginagenti a celcom.cont c%Snyder&3hyder, 4,Applicant: New York SMSA Limited Partnership d/b/a Vernon Wireless Address: 94 White Plains Road,Tarrytown,NY Phone M 914-333-0700 Cell: email: Isnyder(� nvderlaw net 5. Scope of Work:New Installation( )+Replacement O Removal( )•Other( ) 6.Type of Equipment: Installation of a cell on wheels(COW)to allow Verizon Wireless to ensure continuous service.Verixon Wireless has an existing site on the building which is being drnrolished 7.Location of Equipment: Near thp-maintengtine sited 8.Cost of Equipment including Installation Cost:S 100,000.00 1 8/1212021 STATE OF NEW YORK,COUNTY OF WESTCIIESTFR )as: Joseph Wayne Medlin,Jr.on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless ,being duly sworn,deposes and slates that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)hc is the legal owner of the properly to which(his application pertains,or that(S)Ile is the lessee for(lie legal owner and is duty authorized to make and file this application. (indicate architect,contractor,agent,attorney,cic.) That all statements contained herein arc 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 applicalion 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 I C 1 day of 20 day of "J�V7 6-kg 1- ,20 22 SEE ATTACHED LETTER OF AUTHORIZATION Ne Park SMSA Lhniled Pat rship d/b/a Verizon Wireless By: Ak Signature of Property Owner Signatq.c of Ap licaut Joseph Wayne M dlin,Jr,on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless Print Name of Property Owner Print Name of Applicant �h QV Ali��vtv�.-� Notary Public Notary Public SHANNON LNNIST-MU( CI Notary Public,Slate of New York No. OI EN6247179 Qualified in Ulster Cpunty This application must be properly completed in its entirely and JWIJ e)c 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 he returned to the applicant. 2 8/12/2021 LETTER OF AUTHORIZATION NY-Purchase 2 Municipality: Village of Rye Brook APPLICATION FOR APPROVALS Cohen Purchase Building Company LLC,the owner of the property located at 975 Anderson Hill Road, Rye Brook, New York (the "Property"), does hereby appoint New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless"), and its authorized representatives,as the owner's agent for the purpose of consummating any applications necessary to insure Verizon Wireless' ability to use the Property for the purpose of instal I ing/maintaining a cell on wheels (COW)communications facility,and removing Verizon Wireless'existing equipment on the Doral Arrowwood building in connection with its demolition. Assessor's Parcel Number: Section 129.34, Block 1, Lots 43 and 45. Signature of erty Owner: Cohen it i e i % 1 LC By: uthorized ignatory Name: Title: _ !•F Rirt �EC{1 Authorized Agent; New York SMSA Limited Partnership d/b/a Verizon Wireless Sworn to and subscribed to before me on this dayof Ul,V , 2022. r MADELINE C.EITRONE Atl Notary Public,State of New York Signat ire of Notary No.01 MA6030446 Qualified in Westchester County Commission Expires Sept. 13,20W 2:WDATAIWPDATA1SS kWP\NEWBANI*TERRSA GARCIAWRCHASE 2120I2 ZON[NG110A.W.DOCX On a motion made by Trustee Epstein and seconded by Trustee Morlino,the following resolution was adopted. RESOLUTION CONSIDERING GRANTING SPECIAL PERMIT AND SITE PLAN APPROVAL TO NEW YORK SMSA LIMITED PARTNERSHIP DBA VERIZON WIRELESS FOR A TEMPORARY CELL ON WHEELS(COW)FACILITY AT THE FORMER DORAL ARROWWOOD PROPERTY,965 ANDERSON HILL ROAD WHEREAS, the Rye Brook Board of Trustees (the `Board of Trustees") is currently considering an application by New York SMSA Limited Partnership dba Verizon Wireless ("Verizon" or the "Applicant") for a special permit and site plan approval to construct a temporary cell on wheels (the "COW") facility at the former Doral Arrowwood property, located at 965 (a/k/a 975) Anderson Hill Road, designated as Section 129.34,Block 1,Lot 43 on the Town of Rye Tax Map and located in the Planned Unit Development(PUD)Zoning District(the"Property")(hereinafter the"Application" or"Proposed Action");and WHEREAS, on May 12, 2015, the Village of Rye Brook Board of Trustees granted special permit and site plan approval to Verizon to construct an attached public utility wireless telecommunications facility on the roof of the Doral Arrowwood Hotel located at 965 Anderson Hill Road in the PUD Zoning District;and WHEREAS, on January 13, 2020, the Doral Arrowood Hotel was shut down by the previous owner Benchmark Hospitality of Westchester LLC;and WHEREAS,Cohen Brothers Realty acquired ownership of the Dora]Arrowood site and has requested Verizon remove the existing facility to facilitate removal of the existing hotel and associated structures on the site;and WHEREAS, Verizon Wireless submitted special permit and site plan applications to install the COW facility on the Doral Arrowwood premises to continue to provide enhanced reliable communication services including for emergency communications;and WHEREAS, the COW facility is non-small wireless facility and, as such, requires special permit approval pursuant to Village Code§250-39 to install;and WHEREAS, the Board of Trustees is the Approval Authority for the special permit and site plan applications in accordance with Village Code§§ 250-390(1)and 209-1A(1)(b); and WHEREAS, the Proposed Action is a Type 11 under the State Environmental Quality Review Act(SEQRA),6 NYCRR § 617.5(c)(21) and, as such, no further environmental review is required;and WHEREAS,on June 28, 2022 the Board of Trustees, in accordance with Village Code §§ 209-3 and 250-6H(1)(c),referred the Special Permit and Site Plan applications to the Rye Brook Planning Board for a report and recommendation, and such report and recommendation was adopted by the Planning Board and referred to the Board of Trustees on July 14,2022;and WHEREAS,on June 28,2022,notice of the Application was referred to the Westchester County Planning Board as a"notice-only"referral in accordance with NYS General Municipal Law§239-m and the Westchester County Administrative Code,and a response was received on the same date;and Municipal Law§ 239-m and the Westchester County Administrative Code,and a response was received on the same date;and WHEREAS, the Board of Trustees reviewed and considered the following application materials and plans concerning the Proposed Action: 1. Short Environmental Assessment Form 2. Site Plan Application and Checklist 3. Application for Wireless Attached Wireless Telecommunications Facility Special Permit 4. Application for Special Permit 5. Submission Letter from Leslie Snyder,Esq.dated June 24,2022; 6. Letter from Scherer Design Group.LLC,dated June 24,2022,re:Structural Certification; 7. Visual Report prepared by Scherer Design Group: Photo Location Date Issued PS Photo Simulation Key Map 6/9/2022 PS 1 Photo Simulation Existing Conditions 6/9/2022 from the Entrance to the Property on Anderson Hill Road PS I Photo Simulation Proposed Conditions 6'9 2022 from the Entrance to the Property on Anderson Hill Road PS 2 Photo Simulation Existing Conditions 642022 From the end ofDoral Greens Drive East PS 3 Photo Simulation Existing Conditions 692022 from the Parking Lot Along the West Side ofDoral Greens Drive West PS 4 Photo Simulation Existing Conditions 6.9,2022 from the Intersection of Rose Lanes and International Drive 8. Preliminary and Final Site Plans,prepared by Scherer Design Group,last revised July 13,2022: Sheet Number Sheet Title Date Z1 Cover Page 6/10/22 rev.7/13/22 Z2 Overall Site Plan 6/10/22 rev.7/13122 Z3 Temporary Equipment Layout Plan 6110/22 rev.7/13/22 Z4 Elevation 6/10/22 rev.7/13/22 Z5 Antenna Details 6/10/22 rev.7/13/22 9. Radio Frequency-Electromagnetic Energy(RF-EME)Jurisdictional Report, prepared by EBI Consulting,dated July 14,2022; 10. FAA Summary Report,dated June 29,2022; 11.Radio Frequency-Electromagnetic Energy Jurisdictional Report,dated July 14, 2022; 12. Passing Structural Analysis Report,dated July 29,2022; 13.O/M Inspection Letter,dated August 1,2022;and 14.Technical Memorandum,prepared by Michael Musso,P.E.HDR Engineering, Inc.,dated August 4,2022;and WHEREAS, the Board of Trustees also reviewed and considered the report and recommendation of the Rye Brook Planning Board dated July 14,2022;and WHEREAS, on August 9, 2022, the Board of Trustees opened a public hearing on the Proposed Action,at which time all persons interested were given an opportunity to speak on behalf of or in opposition to said Application, and the Board of Trustees then closed the public hearing on April 9,2022;and WHEREAS, the Board of Trustees has considered the special permit standards set forth in Village Code§250-6H;and WHEREAS, the Board of Trustees has considered the requirements for non-small wireless facilities set forth in Village Code§250-39P;and WHEREAS, the Board of Trustees is fully familiar with the site and all aspects of the Application. NOW, THEREFORE, BE IT RESOLVED, that with respect to the special permit standards set forth at Village Code§§250-6(H),the Board of Trustees hereby finds: 1. The proposed use of the Property for the installation and operation of the temporary cell on wheels(the"COW')is of such location,size and character that, in general, it will be in harmony with the appropriate and orderly development of the district in which it is situated and will not be detrimental to the orderly development of adjacent districts. In 2015, the Board of Trustees issued special permit and site plan approval to Verizon to permit the construction of an attached public utility wireless telecommunication facility on the Dora] Arrowwood Hotel building.The new owners of the Dora] Arrowwood Hotel intend to demolish the Dora] Arrowwood hotel building where Verizon's existing facility is located. Verizon wishes to locate the COW on the Property for less than twelve (12) months until Verizon can relocate a wireless facility in a permanent location.The installation of the COW will not impact neighboring properties differently than the existing wireless facility. The COW does not introduce any new hazards or impacts to the surrounding community. 2. The location and size of the proposed COW,the nature and intensity of the operations involved in or conducted in connection with it and its relation to streets giving access to it will not be hazardous, inconvenient or detrimental to the predominantly residential activities and character of the neighborhood. 3. The location, nature and height of buildings, wails and fences and the nature and extent of landscaping on the site will not hinder or discourage the appropriate development and use of adjacent land and buildings or impair the value thereof. The proposed use does not involve any changes to the existing building. 4. No off street-parking is required to install the COW. Installation of the COW will have no impact on traffic. 5. The operations of the COW will not be objectionable to nearby dwellings by reason of noise,fumes,vibrations or flashing lights. BE IT FURTHER RESOLVED, that the Board of Trustees hereby finds that the proposed COW complies with the requirements for non-small wireless facilities set forth in Village Code§250-39P. BE IT FURTHER RESOLVER, that the Board of Trustees hereby approves the application for special permit and site plan approval for the Proposed Action,as shown in the application materials enumerated above,subject to the following conditions: 1. Verizon shall submit a Construction Management Plan to the satisfaction of the Village Building Inspector and Superintendent of Public Works/Village Engineer. 2. The COW shall at all times be kept and maintained in good condition, order and repair by qualified maintenance and construction personnel,so that the same shall not endanger the life of any person or any property in the Village. 3. The COW shall not interfere with public safety telecommunications,or the reception of broadband, television, radio or other communications services enjoyed by occupants of nearby properties. 4. The COW shall not, by itself or in conjunction with other wireless telecommunications facilities, generate radio frequency emissions in excess of the standards and regulations of the FCC. When construction of the COW is complete, either as-built readings or an RF Engineer Certification shall be submitted to the satisfaction of the Village's engineering consultant HDR Engineering,Inc. 5. Verizon shall maintain standby power generators capable of powering the COW for at least 24 hours without additional public utility power, and indefinitely with a continuous or replenished fuel supply. Such standby power shall activate automatically upon the failure of public utility power to the site. 6. Verizon shall provide the Board of Trustees with proof of insurance in a sufficient dollar amount in the reasonable judgment of the Village Attorney to cover potential personal and property damage associated with construction and operation of the COW. 7. All support structures,including,but not limited to,monopoles,towers or utility poles shall be inspected by a licensed professional engineer retained by the applicant on an annual basis, and at any other time upon a determination by the Village Building Department that the support structure may have sustained structural damage or may not be adequate. A copy of the inspection report shall be submitted to the Village Board of Trustees,and a copy shall be filed with the Village Building Department, 8. Temporary fencing shall be installed around the temporary cell site facility. 4. The special permit approved herein shall expire one year from the date of this Resolution. Extensions of the special permit may be granted upon written request to the Board of Trustees by Verizon at least 30 days prior to the expiration date of the original permit and each extension. The Board of Trustees may extend the permit for additional periods of up to one year each if the approval authority, in its discretion, finds that such extension is warranted by the particular circumstances involved. BE IT FUTHER RESOLVED, this special permit shall supersede the special permit issued by the Board of Trustees on May 12,2015,and any conditions set forth therein. 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. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE MORLINO AYE MAYOR KLEIN AYE State of New York County of Westchester ss. Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on August 8,2022 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook,this 9th day of August 2022 Village ,mot N u W 06 ( ) H O W v�i 0000 z z ed 0-0 " ■ 1r"1 M w � M O U � $ � � ti; O r. Z O 00 z N w tz C O� , U N W to Z+ O � N O eqLn cLoo A oo w � o O it CS u z m py a �-+ V „� a w z N GQ M z a w U `" WCA w � � U w z GO. om '• O °" w �I a Oz-o x w = e f yE _NR IR C�v� BUIL E MENT FEB 13 2023 VIL E OF RYE OK 938 KiN I RYE B NY 10573 VILLAGE OF RYE BROOK > t BUILDING DEPARTMENT or ELECTRICAL PERMIT APPLICATION Westchester County Master Master Electricians License Required FOR OFFICE USE ONLY BP#.'/'�/- Q� f/ �� EP#: � 3 — / Approval Date: F E8A 2 Permit Fee: $ Approval Signature: sl� Other: Application dated, 2110123 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 Federal,State,County and Local Codes. 1.Address: 975 Anderson Hill Road SBL: Block: 1 Lot: 43 zone: 2.Property Owner: Cohen Purchase Building Company LLC Address: 750 Lexington Avenue, New York NY Phone#: 212-838-1800 Cell#: email: 3.Master Electrician: Edward Cuff Address: 103 Unfranchise Way, Shohola, PA 18458 Lic.#: 1267 Phone#: 570-296-6663 Cell#: 845-341-8173 email: rebecca@ec-electric.net Company Name: E.C. Electrical Contractor, Inc. Address: 103 Unfranchise Way, Shohola, PA 18458 4.Proposed Electrical Work/Fixture Count: 200AMP Service and 200AMP dissconnect for temp service for Verizon Wireless (COE site. 5.31 Party Electrical Inspection Agency: N Y E I S STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: Edward Cuff ,being duty sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor 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 10 day of ,20 day of Signature of Property Owner Signature of A icant t: u Print Name of Property Owner Pr)Iaof Ap lican Notary Public Public COMMONWEALTH OF PENNSYLVANIA-NOTARY SEAL Rebecca M Grillo,Notary Public Pike County My Commission Expires 12/10/2023 Commission Number 1360684 6/23/2022 STATEWIDE • Service Willi bile.qrit-V 1:1 Main Street,Fishkill, NY 12S24 I emod:office(cpswisny.com SWIS JOB APPLICATION te[845.202.7224 • 1• • • Office Use Elect.Permit# -\ Date -j 1 ? Bldg Permit# " Utility ID# Final Certificate# City/Village Zip Township County Address Cross Street Section Block lot Owner Name/Address(if different than above) Contact Number ❑Basement ❑ 1st FI. ❑2nd FI. ❑3rd A. ❑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 19 Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information D CE FEB 21 2023� r VILLAGE OF RYE BROOK 6 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 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 Date Signature - Address City/State Zip Code / 7 , License# Phone# 2 State Wide Inspection Services 1080 Main Street u Fishkill, NY 12524 MAR 11 2023 L=/ a 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com BUILDING DEPARTMENT 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: E.C. Electrical Contractor, Inc. Verizon Wireless Edward Cuff 975 Anderson Hill Road 103 Unfranchise Way Rye Brook, NY 10573 Shohola, PA 18458 Located at: 975 Anderson Hill Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP23-044 43 Certificate Number: 2023-1320 Building Permit Number: MP22-152 A visual inspection of the electrical system was conducted at the Commercial occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 975 Anderson Hill Road, Rye Brook, NY 10573 The Exterior was 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 2nd day of March 2023. Name Quantity Rating Circuit Type Service 01 200AMP Meter 01 Disconnect 01 Grounding and bonding of service to current codes. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. e Laura Petersen From: Steven Fews Sent: Wednesday, January 31, 2024 4:28 PM To: Angela Poccia Cc: Leslie Snyder;Tara Orlando;Jennifer Gray;Gina Ruotolo; Laura Petersen;Alfredo DiVitto Subject: RE: Building Permit Extension Request for Verizon Wireless COW - 975 Anderson Hill Road (Purchase 2) Expires: Thursday, May 30, 2024 12:00 AM Good Afternoon Ms. Poccia Thank you for your email,your extension request is granted. Be advised that this will be your 2"d requested extension and the last that I am able to grant by code. . Please make arrangements to have everything closed out on or before August 81', 2024 Thank You. Steven Fews Building Inspector. From:Angela Poccia <apoccia@snyderlaw.net> Sent:Tuesday,January 30, 2024 5:20 PM To:Steven Fews<Steve Fews @ ryebrook.o rg> Cc: Leslie Snyder<LSnyder@snyderlaw.net>;Tara Orlando<torlando@ryebrook.org>;Jennifer Gray <jgray@kblaw.com>;Gina Ruotolo<gruotolo@snyderlaw.net> Subject: RE: Building Permit Extension Request for Verizon Wireless COW-975 Anderson Hill Road (Purchase 2) Mr. Fews: I hope all is well. At Leslie Snyder's request, please see the attached building permit extension request for Verizon Wireless'Cell on Wheels at 975 Anderson Hill Road. Kindly advise once the permit has been extended. Please do not hesitate to call with any questions. Sincerely, Angela M. Poccia, Esq. Snyder&Snyder, LLP 94 White Plains Road Tarrytown, New York 10591 Phone:(914) 333-0700; Fax:(914)333-0743 E-mail:APoccia@snyderlaw.net APlease consider the environment before printing this e-mail Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication 1 is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From:Steven Fews<SteveFews@ryebrook.org> Sent: Friday,July 14, 2023 9:16 AM To:Angela Poccia <apoccia@snyderlaw.net> Cc: Leslie Snyder<LSnyder@snyderlaw.net>;Tara Orlando <torlando@ryebrook.org>;Jennifer Gray<jgray@kblaw.com> Subject: RE: Building Permit Extension Request for Verizon Wireless COW-975 Anderson Hill Road (Purchase 2) EXTERNAL EMAIL. Good Morning Ms. Poccia, the Village Code allows me to grant up to two 6 month extensions of a building permit in intervals, with good cause shown. Part of that good cause is the condition that some work has commenced. In light of this particular situation, I will grant only, a 6 month extension at this time. I am hoping that you will be able to have some greater level of work commenced before the new expiration date of February 8th 2024. Please keep the Building Department abreast of your progress. Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914) 939-0668 From:Angela Poccia <apoccia@snyderlaw.net> Sent:Thursday,July 13, 2023 11:35 AM To: Steven Fews<SteveFews@ryebrook.org> Cc: Leslie Snyder<LSnyder@snyderlaw.net>;Tara Orlando <torlando@ryebrook.org> Subject: Building Permit Extension Request for Verizon Wireless COW-975 Anderson Hill Road (Purchase 2) Mr. Fews: Please see the attached building permit extension request. Kindly advise once the permit has been extended. If you have any questions, please do not hesitate to call me or Leslie Snyder at 914-333-0700. Sincerely, Angela M. Poccia, Esq. Snyder&Snyder, LLP 94 White Plains Road Tarrytown, New York 10591 Phone:(914) 333-0700; Fax:(914) 333-0743 E-mail:APoccia@snyderlaw.net APlease consider the environment before printing this e-mail Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. 2 Mike Izzo From: Mike Izzo Sent: Monday, November 28, 2022 9:38 AM To: Leslie Snyder; Christopher Bradbury; Ralph DeMarco Cc: Kate Maldonado; Angela Poccia; Michael Sheridan; Gregory Rivera; ginagenti@celcom.com; Steven Fews; Tara Orlando; Laura Petersen Subject: RE: 97S Anderson Hill Road Temporary COW Importance: High Dear Ms. Snyder, On October 4, 2022, the Rye Brook Building Department issued Mechanical Permit#MP22-152 to Cohen Purchase Building Company LLC to install a temporary cell tower on wheels (COW)on the abandoned golf driving range at the vacant Doral Arrowwood campus located at the subject address. To date no one has contacted the Building Department for any progress or compliance inspections. Neither has anyone filed for an Electrical Installation Permit as is required by the code. Please arrange for your client or your client's contractor to immediately contact the Building Department to schedule an inspection of the site, and to file for an Electrical Installation Permit. In addition,please inform your client that it is a violation of Village Code to use or place into service any equipment without a Certificate of Occupancy or Certificate of Compliance issued by the Building Inspector. Thank you. /ff/c�ae1(7, Izzo Building&Fire Inspector Village of Rye Brook, NY (914) 939-0668 From: Leslie Snyder<LSnyder@snyderlaw.net> Sent: Wednesday, August 17, 2022 9:03 AM To: Christopher Bradbury<CBradbury@ryebrook.org>; Ralph DeMarco <rdemarco@kblaw.com> Cc: Mike Izzo <Mlzzo@ryebrook.org>; Kate Maldonado <KMaldonado@snyderlaw.net>; Angela Poccia <apoccia@snyderlaw.net>; Michael Sheridan <msheridan@snyderlaw.net>; Gregory Rivera <grivera@ryebrook.org> Subject: RE: Certified Resolution --Verizon Wireless COW--Insurance certificate Hi Chris and Ralph: Attached please find Verizon Wireless' insurance certificate naming the Village of Rye Brook as additional insured in accordance with condition #6 of the resolution. The amount reflected in the certificate is consistent with my discussion with Ralph. Regards, Leslie ------------------------------------------------------------------------------------------------------- t 'Snyder & Snyder, LLP 94 White Plains Road Tarrytown,New York 10591 Phone: (914) 333-0700 Fax: (914) 333-0743 certified WBENC *(AMFxS iiYNEiS E'if RDltP'E Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From: Gregory Rivera <Xrivera@ryebrook.org> Sent: Wednesday,August 10, 2022 5:06 PM To: Mike Izzo<Mlzzo@ryebrook.org>; Leslie Snyder<LSnyder@snyderlaw.net>; kmaldonado@synderlaw.net Subject:Certified Resolution EXTERNAL EMAIL. Hi All Attached is the certified resolution regarding the special permit and site plan for the COW at Doral. My apologies for the delay we reviewed it to make necessary revisions. Thanks, Greg 2 Mike Izzo From: Mail Delivery System <mailer-daemon@ppe-hosted.com> To: ginagenti@celcom.com Sent: Monday, November 28, 2022 9:38 AM Subject: Undeliverable: 975 Anderson Hill Road Temporary COW This is the PPE Hosted Dispatch mail system. PPE Hosted tried to deliver your email message, but was unable to do so for reasons outside our control. We recommend contacting the person or service responsible for looking after the recipient domain's email server directly. The last error message we have available from the recipient's server is included right below, along with an extract of your email: <ginagenti@celcom.com>: unable to look up host mxl-forward.squadhelp.com: Name or service not known 1 Colleen Connolly,PE SCHERER DESIGN GROUP,LLC Partner/CEO Steven Krug,PE ;)ro Partner/COO August 29,2022 RE P SEP - 6 2022 U' Village of Rye Brook DA f FQ; Building &Code Enforcement 938 King Street BUILDING DEPARTMENT Rye Brook,NY 10573 Re: Verizon Site: NY-Purchase 2 Relo COW 975Anderson Hill Road Village of Rye Brook, NY 10573 Block: 1 Lot: 43 SDG Project#: 20VEB008 Construction Management Plan To Whom It May Concern, Verizon is proposing the installation of a temporary mobile telecommunication facility at the property. During construction of the temporary facility, the Verizon construction manager will periodically oversee the construction of the following: • All site prep work including,but not limited to, trimming trees,weed trimming, and stone delivery. • Delivery of COW trailer,trailer setup, and the service pull for temporary power and fiber. • Installation of temporary fence around compound. • Setting ballast blocks and erecting COW tower. • The installation of guy wires and tensioning of wires. • The installation of antennas and final integration of the site. Should you have any questions regarding any of the above information, please call me at 908-323-2513. Regards, OF NEK y �p BEN C 04, 09 y Ory O� n W �e Collef� id8jp �� NY PE#087018 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph: 908.323.2513 • Fax 908.323.2525 Certified Woman Owned BusinessEnterptfse VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914)939-0753 Christopher J.Bradbury www.ryebrook.org TRUSTEES SUPERINTENDENT Susan R. Epstein OF PUBLIC WORKS Stephanie J.Fischer Michal Nowak David M.Heiser Salvatore W.Morlino January 5, 2023 Law Offices of Snyder& Snyder,LLP c/o Leslie Snyder, Esq. 94 White Plains Road Tarrytown,New York 10591 Re: Escrow Account for 975 Anderson Hill Road-Verizon Wireless COW Dear Ms. Snyder: Your project escrow account currently has a negative balance which must be brought up to date. Please deposit with the Village, the sum of$4,684.75 as soon as possible. A spread sheet outlining invoices is attached for your review.Thank you for your attention to this matter. The applicable section of Village Code requiring payment of professional fees by the applicant is included on the next page for your review and convenience. Sincerely, &0-�9 Dom. . Tara A. Orlando Secretary,Planning Board, Zoning Board of Appeals & Architectural Review Board Cc:Michal Nowak, Superintendent of Public Works Enclosures §47-2. Escrow accounts. [Adopted by the Board of Trustees of the Village of Rye Brook 8-9-1994 by L.L. No. 9-1994;amended in its entirety 10-27-2020 by L.L.No. 9-2020. Subsequent amendments noted where applicable.] A. An escrow account to pay such consultant's fees may be required where the Village deems it necessary to retain a consultant regarding the application for the following applications: (1)Applications requesting an interpretation of any provision of the Village Code; (2) Site plan applications in accordance with Chapter 209; (3) Special use permit applications in accordance with§250-6H; (4)Variance applications in accordance with§250-13; (5)Subdivision applications in accordance with Chapter 219; (6)Architectural review in accordance with Chapter 8; (7)Erosion and sediment control permit in accordance with Chapter 118; (8)Floodplain development permit in accordance with Chapter 130; (9)Steep slopes work permit in accordance with Chapter 213; (10)Permits to perform any regulated activity in a wetland in accordance with Chapter 245; (11)Tree removal appeal in accordance with Chapter 235;and (12)Any other application where the Village deems it necessary to retain a consultant regarding the application. B.The applicant shall submit a separate check in an amount to be determined by the Village Administrator or Superintendent of Public Works/Village Engineer,but not less than$250 nor more than$2,500,to be used to establish an escrow account,from which withdrawals shall be made to reimburse the Village for the costs of professional review services. C.The applicant shall be provided with copies of any Village invoice for such services as they are submitted to the Village.All costs charged to the applicant shall be those reasonable and necessary to the decision making function of the reviewing board as set/defined in§47-1B. D.The applicant shall be required,from time to time,to deliver additional funds to the Village for deposit in the escrow account if such additional funds are required to pay for professional consultation services rendered to the Village or anticipated to be rendered.This amount shall be determined by the reviewing board or the Superintendent of Public Works/Village Engineer based on an evaluation of the nature and complexity of the application. E.If such account is not replenished within 30 days after the applicant is notified,in writing,of the requirement for such additional deposit,the reviewing Board may suspend its review of the application. An application shall be deemed incomplete if any amount shall be outstanding. F. In the event that any application before any Board or department is withdrawn prior to any actions being taken,the applicant is nevertheless responsible for any expenses incurred by the Village with regard to said application prior to such withdrawal. G.A deposit in escrow may be required at any stage in the application process,including but not limited to preapplication discussions with the applicant. H.The applicant shall be provided with copies of any invoice for consultant fees as they are submitted to the Village and with Village staff time records for services for which reimbursement is sought. I. Escrow funds shall be refunded to the applicant when the applicant formally withdraws the application from consideration by the permitting authority or when the applicant receives a final determination from the permitting authority;in either case,all reimbursable charges incurred by the Village shall be first deducted from the escrow account,leaving an unencumbered balance that is not required by the permitting authority to pay consulting costs attributable to the application. Fees collected in accordance with the Village Code shall not be refunded.After all pertinent costs have been paid,the Village shall refund to the applicant any funds remaining in the escrow account within 30 days from the date of the final determination issued by permitting authority or from the date the applicant notifies the Village,in writing, of the withdrawal of the application. If the applicant is indebted to the Village for any fees,the amount of money still owed shall be added to the real property Village tax of the property and shall become alien against the property if not paid within 30 days of written demand. J. A building permit nor certificate of occupancy or use shall not be issued unless all professional review fees charged in connection with the applicant's project have been paid by the applicant.In no case shall a building permit or certificate of occupancy be issued to the applicant if the applicant is indebted to the Village for any professional review fees in excess of the escrow. K.The imposition of escrow account fees are in addition to,and not in place of,other fee schedules currently in force. PRO CTADDRESS 975 ANDERSON HILL ROAD PRO Cl NAME SNYDER do SNYDER LLP ACCOUNT# VERIZON WIRELESS ACCOUNT START DATE: ACCOUNT CIDSE DATE: Acci close date bem INVOICE DATE INVOICE# CHECK DATE CHECK# DISTRIBUTED TO DEBIT DEPOSIT Balance Unpaid Invoices 6/30/2022 7014 VRB S 2,500.00 8/18/2022 83393 9/20/2022 1428 K&B f 925.00 9/15/2022 84504 10/13/2022 1433 K&B f 925.00 9/28/2022 F5540.07-01 10/13/2022 1432 FPC f 362.50 10/14/2022 1200470503 HDR f 4,97225 f 7184.75 f 2,5W.00 -$4 684.75 f 4,972.25 LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK,NEW JERSEY 07102 (212) 749-1448 FAX(914) 333-0743 (973)824-9772 FAX(212)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J.SNYDER lsnyder@snyderlaw.net REPLY TO: ROBERT D.GAUDIOSO DOUGLAS W.WARDEN OW[t Office JORDAN M. FRY DAVID L.SNYDER September 1, 2022 (1956-2012) REV Mr. Michael Izzo, Building Inspector PLA 4 SEP - 6 2022 Village of Rye Brook DAT 938 King Street BUILDING DEPARTMEINT Rye Brook,New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase, New York Dear Mr. Izzo: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a temporary Cell on Wheels facility ("COW") at 975 Anderson Hill Road, Purchase, New York ("Property"). On August 8, 2022, the Village Board of Trustees approved Verizon Wireless' COW at the Property, granting special permit and site plan approval regarding same.' In connection with the foregoing, Verizon Wireless is pleased to submit the following documents: 1. Updated Application for Permit to Install, Modify and/or Remove Mechanical Equipment; 2. A $2,500.00 check representing the Permit Fee (the $250 Application Fee was previously submitted under separate cover); 3. Contractor's Insurance Certificates; 4. Three (3) copies of the Construction Drawings prepared by project engineer, Scherer Design Group ("SDG"), and signed and sealed by New York State Licensed P.E. Colleen Connelly; and 5. A construction management plan prepared by SDG. ' In connection with the conditions from the Village Board's approval resolution, Verizon Wireless has submitted the necessary insurance via email dated August 17, 2022 to Christopher Bradbury and the Village Attorney, Ralph DeMarco,and the Drawings submitted herewith reflect the temporary fencing around the COW. Building Inspector Page 2 Kindly let me know when the building permit will be ready to be picked up. Verizon Wireless needs to construct the COW as soon as possible to continue to provide enhanced reliable wireless communication services to the area, including, without limitation, vital emergency wireless 911 communications. If you have any questions or require any additional documentation, please do not hesitate to contact me or Michael Sheridan of my office at(914) 333-0700. Res a submitted, L sl' Sny r LJS/ms Enclosures cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WP\NEWBANM\TERESA GARCIA\PURCHASE 2\2022 ZONING(COW)\BP\BP LTR.JW.DOC RECEIVED JUL 15 2022 July 14, 2022 APPROVED 6-0 VILLAGE CLERK'S OFFICE RESOLUTION AUTHORIZING SUBMISSION OF A REPORT AND RECOMMENDATION TO THE RYE BROOK BOARD OF TRUSTEES ON SPECIAL PERMIT AND SITE PLAN APPLICATIONS SUBMITTED BY VERIZON WIRELESS TO INSTALL A TEMPORARY CELL ON WHEELS ON PROPERTY LOCATED AT 975 ANDERSON HILL ROAD BE IT RESOLVED, that the Rye Brook Planning Board hereby submits the attached Report and Recommendation to the Rye Brook Board of Trustees on the Special Permit and Site Plan Applications submitted by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to install a temporary Cell on Wheels facility ("COW") at 975 Anderson Hill Road, Purchase, New York. BE IT FURTHER RESOLVED, that the Planning Board Chairman is hereby authorized to finalize the attached Report and Recommendation in consultation with Village Counsel to accurately reflect the Planning Board's discussions at its July 14, 2022 meeting, prior to such Report and Recommendation being forwarded to the Board of Trustees and Village Administrator. On motion by Ms. Schoen, seconded by Mr. Grzan, Mr. Michal Nowak, Village Engineer, called the roll: APPROVING THE REFERRAL RESOLUTION: Ayes: Krom, Grzan, Mendelsohn, Renner, Schoen, Goodman Nays: Abstain: Excused: Tartaglia Recused: RECEIVED JUL 15 2022 VILLAGE CLERK'S OFFICE REPORT AND RECOMMENDATION FROM THE RYE BROOK PLANNING BOARD TO THE RYE BROOK BOARD OF TRUSTEES ON SPECIAL PERMIT AND SITE PLAN APPLICATIONS SUBMITTED BY VERIZON WIRELESS TO INSTALL A TEMPORARY CELL ON WHEELS ON PROPERTY LOCATED AT 975 ANDERSON HILL ROAD I. OVERVIEW The Rye Brook Board of Trustees is considering applications from New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") for Special Permit and Site Plan approval to install a temporary Cell on Wheels facility ("COW") on property located at 975 (a/k/a 965) Anderson Hill Road, designated as Section 129.34, Block 1, Lot 43 on the Town of Rye Tax Map and located in the Planned Unit Development (PUD) Zoning District (the "Property"). On May 12, 2015, the Board of Trustees approved a special permit and site plan approval to Verizon Wireless to permit the construction of an attached public utility wireless telecommunications facility on the of the Doral Arrowwood Hotel. On January 13, 2020, the Doral Arrowwood Hotel was shut down by the previous owner Benchmark Hospitality of Westchester, LLC. Cohen Brothers Realty recently acquired ownership of the Doral Arrowood site. The new owner of the Property has notified Verizon Wireless that it intends to demolish the Doral Arrowwood hotel building where Verizon Wireless' existing facility is located and has requested Verizon remove the existing facility to facilitate removal of the existing hotel and associated structures on the site. Verizon Wireless seeks approval from the Board of Trustees to install a temporary COW on the Property until it can permanently relocate its facility. The COW will be 120 feet tall and will be secured to the ground with guyed wires connect to concrete ballblast blocks. The height of the COW is less than the height of the existing wireless facility located on the roof. The COW is a wireless telecommunications facility regulated by Village Code § 250-39 as a non-small wireless facility. Under the New York State Environmental Quality Review Act ("SEQRA"), the proposed action is a Type II action pursuant to 6 NYCRR 617.5(c)(21) as a minor temporary use of land having negligible or no permanent impact on the environment. The COW is expected to be removed within twelve (12) months. In order to grant the Special Permit, Verizon Wireless must demonstrate satisfaction with the general standard applicable to all uses requiring a special permit set forth in Village Code Section 250-6.H(1)(c)(1): ...the use shall be of such location, size and character that, in general, it will be in harmony with the appropriate and orderly development of the district in which it is situated and will not be detrimental to the orderly development of adjacent districts. Additional requirements for non-small wireless facilities are set forth in Village Code § 250-39.P. The Board of Trustees is the approval authority for the applications pursuant to Village Code § 250-39.0(1) and Village Code § 209-1.A(1)(b). On June 28, 2022 the Board of Trustees referred the applications to the Planning Board for consideration and a report and recommendation thereon pursuant to Village Code § 250-6.H(1)(c) and § 209- 3. II. DISCUSSION The Planning Board discussed the applications at its July 14, 2022 meeting, during which time Village consultants and staff also provided input. As a result of its discussions, the Planning Board has the following comments: 1. The Planning Board believes the application is reasonable and appropriate given the emergency circumstances surrounding the request. 2. The Planning Board does not believe the installation of the COW will impact neighboring properties differently than the existing wireless facility in any way. The COW does not introduce any new hazards or impacts to the surrounding community. 3. The Planning Board recommends the Board of Trustees approve the site plan and special permit applications for the COW, upon review and consideration of all comments from the Village's consultant, Mike Musso from HDR Associates. 4. The Board recommends that the Board of Trustees add a condition to any approval resolution to limit the approval of the COW to a period not to exceed twelve (12) months, with the ability for Verizon Wireless to request an extension if needed. III. CONCLUSION AND RECOMMENDATION Based on the foregoing, the Planning Board recommends approval of the proposed applications, subject to due consideration of the comments set forth herein. Dated: Rye Brook, New York July 14, 2022 On motion by Ms. Schoen, seconded by Mr. Grzan, Mr. Michal Nowak, Village Engineer, called the roll: APPROVED AT THE JULY 14, 2022 MEETING OF THE RYE BROOK PLANNING BOARD BY A VOTE 6-0 APPROVED THE REPORT AND RECOMMENDATION: Ayes: Krom, Grzan, Mendelsohn, Renner, Schoen, Goodman Nays: Abstain: Excused: Tartaglia Recused: On a motion made by Trustee Epstein and seconded by Trustee Fischer,the following resolution was adopted. RESOLUTION CONSIDERING REFERRAL TO THE PLANNING BOARD OF A SPECIAL PERMIT APPLICATION FOR A TEMPORARY VERIZON CELL TOWER AT DORAL ARROWOOD WHEREAS,on May 12,2015,the Village of Rye Brook Board of Trustees approved a special permit and site plan approval to construct an attached public utility wireless telecommunications facility on the roof of the Doral Arrowwood Hotel located at 965 Anderson Hill Road in the PUD Zoning District submitted by New York SMSA Limited Partnership dba Verizon Wireless("Verizon");and WHEREAS,on January 13,2020,the Doral Arrowood Hotel was shut down by the previous owner Benchmark Hospitality of Westchester LLC;and WHEREAS,Cohen Brothers Realty acquired ownership of the Doral Arrowood site and has requested Verizon remove the existing facility to facilitate removal of the existing hotel and associated structures on the site;and WHEREAS,Verizon has submitted a Special Permit application pursuant to Village Code §250-39 to install a temporary"Cell on Wheels"(COW)on the Doral Arrowwood premises to continue to provide enhanced reliable communication services including for emergency communications;and WHEREAS,the Village Board has determined that the Special Permit application for a temporary wireless communication facility is a Type II Action under the State Environmental Quality Review Act("SEQRA"),6 NYCRR 617.5(c)(21)SEQRA,and no further environmental review is required NOW THEREFORE BE IT RESOLVED,that the Village of Rye Brook Board of Trustees,in accordance with Section 250 of the Village Code,hereby refers the Special Permit application from Verizon for a temporary"Cell on Wheels"(COW)on the Dora] Arrowwood property to the Village of Rye Brook Planning Board for a report and recommendation;and be it FURTHER RESOLVED, that the Board of Trustees hereby refers the Special Permit application to Westchester County Planning Board for notification only pursuant to the NYS General Municipal Law and Westchester County Administrative Code;and be it FURTHER RESOLVED,that this application shall also be referred to the Village's special engineering consultant,Henningson,Durham&Richardson Architecture and Engineering,P.0(Mike Musso,PE)for their review and recommendation;and be it FURTHER RESOLVED,in accordance with Chapter 250-40(G)of the Village Code, the Board of Trustees hereby modifies the notification requirements as follows for both the Village Board and Planning Board meetings,as appropriate: • When the public notice sign is required to be posted,it must be placed on the Anderson Hill Road-side of the property and be visible from the public street;and • When mail notifications are required,they must only be sent to the Doral Greens Homeowners Association(HOA),the Blind Brook Club,the Enclave HOA,and the management company at Kingfield with the intent that they will share it with the residents and owners on their properties. TRUSTEE EPSTEIN AYE TRUSTEE FISCHER AYE TRUSTEE HEISER AYE TRUSTEE MORLINO AYE MAYOR KLEIN AYE State of New York County of Westchester ss: Village of Rye Brook I hereby certify that this is the Resolution adopted by the Board of Trustees of the Village of Rye Brook which was duly passed by said Board on June 28,2022 IN WITNESS WHEREOF,I have hereunto set my hand and affixed the Seal of the Village of Rye Brook,this 30th day of June 2022 Village Clerk Submission Form to the Westchester County Planning Board For Planning and Zoning Referrals REQUIRING NOTIFICATION ONLY County Ref.No. YB N22-002 The Westchester County Planning Board has predetermined that certain categories of planning and zoning applications are matters for local determination only. For any application listed below, submission of this completed form will satisfy the requirements of NYS General Municipal Law and the Westchester County Administrative Code that the local board provided adequate notification to the County Planning Board in accordance with Planning Board procedures. No other material need be sent. Upon receipt, the County Planning Board will complete the bottom section of this form and return it to you to for your records to indicate compliance with referral requirements. When completed save this form and e-mail to: muniref(i,westchester¢ov.com or print and fax to 914-995-3780. Municipality: a Broo Referring Agency(check one): Planning Board or Commission Zoning Board of Appeals City or Common Council/Town BoardNillage Board of Trustees Application Name and Local Case Number: erizon Wireless "Cell on Wheels" Address: 75 Anderson Hill Roa Section: 129.3 Block: 1 Lot: ®3 Submitted by(name and title): [Angela Poccia,Attorney for applican E-mail address(or fax number): occia sn derlaw.ne The above referenced application qualifies for the notification only procedure to the County Planning Board because it falls within the category of action checked below: Q Zoning Area Variance to decrease front yard setback,decrease minimum street frontage or decrease average lot width for property abutting a State or County road or park 0 Special Use Permit or Use Variance to allow less than 5,000 square feet of new or renovated floor area and less than 10,000 square feet of land disturbance. W Site Plan to allow less than 5,000 square feet of new or renovated floor area and less than 10,000 square feet of land disturbance on property within 500 feet of: • The boundary of a city, town or village • The boundary of an existing or proposed state or county park, recreation area or road right-of-way • An existing or proposed county drainage channel line • The boundary of state-or county-owned land on which a public building/institution is located or • The boundary of a farm located in an agricultural district. (Please note: All applications given a Positive Declaration pursuant to SEQR must be referred as a complete application. Do not use this form) Do not write below this line. Date received by the Westchester County Planning Board: /28/2 Notification acknowledged by(name and title): ukas Herbert Associate Planne p EC ENE Bu>2D ��1 ' NT JUL - 1 2022 VIL E Or�Rl'.1 ' ROOK l VILLAGE OF RYE BROOK 938 KING ET BR 'tiv,NY 10573 BUILDING DEPARTMENT I. _00b W�y4',rylsb CtroYdje r�� t`'•. sssss#+ss#ss#+#ss++rtrt###rts#rtss##s#rts*+s##rt#+*ssrt#sssss*s*s*s*ss*s*rt*#rt+ssssrtss*s#**#**##s#*ss###*rtss#s#s#*# FOR OFFICE L'SE ONLY: BOT Approval Date: PB Approval Date: BOT Disapproval Date:. _. PB Disapproval Date: Attach Resolution Heret : BOT[ ] PB[ ] ZBA[ ] Chairman: SITE PLAN FEE: ��� DATE PAID: ENVIRONMENTAL FEE: CAS DATE PAID: -71 I 0 OTHER: s#sss#####ss*s####sssss###+#####ss###*ss*sssstssssssssss#s**sss#*s*ssss*ss##s##ss####*###s######sss#srt###rts 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 ofthe Village of Rye Brook;§250 ZONING,§209 SITE PLAN REVIEW,§235 IREES,§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 Prof.ssicnais are strongly advised to review the above mentioned code sections or_lire at,www.r,ebrook.org prier to cumpletiug md!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 PUT)Amendment- $300.00 Site Plan Amendment- $575.00 Wetlands&Watercourse- $1,150.00,permit$250.00 Consultant Review(Escrow)Fee: Minimum fee$250.00-maximum fee S2,500.00 to be determined by the Village Engineer. ._C '� Ore •-J,% lee.. . . . l'!... .:'e:._t . . . ..ti 1. i... '1_ ,. J.• .-C, 1. Site Address:_ 975 Anderson HJJl Road. Payee]ID#: _-129_3_4-1-43 Zone: _PUD . 2. Property Owner: Cohen Purchase Building Company LLQ_._._ C/o CoTienn rothers IteaTty corporation E Address: 750 1-exington Avenue,hie3acYork,1�TY—__ -Mail:. Tel.#: Other: 3. Applicant: _ gyy Qrk Limited Partaership_d/b/a Verizon Wireless _ c/o�ny & n r, LP Address: �WhjtP er eMail: lsnyderPsnvderlaw. .= Tel.#: 914-333-0700 Other: 4. Design Professional: Scherer Design-Group ____ Address:100 ColrqTRgrate )Pr_,_$uite 202,Lebanon.NTE-Mail:_ kbylsmaoschererdesigngroup com Tel.#:__ _20L323-252.�____. Other: es te7. Snyder,�ny�er&Sri der;LLP — --- ---- 5. Designate to whom correspondence is to be sent: 94 White Plains Road. Tartyoytm,.hTy 10591. _.. a2IL tf applicant is a"Contract Vendee",please attach a copy of the contract suaumary with financial and confidential term,deleted. 1 8/1212021 6. Street which property abuts: ___Ai dgr p I-jill�3gad_ 7. Does property connect directly into State or County highway? ( )NO Qc)YES: Anderson Hill Road 8. Is site within 500 feet of Village Boundary?( )NO (X)YES If yes note all bordering municipalities: Harrison 9. Total area of site: 29.68 Area of site activity: 0.01 10. Site coverage:_ 0.35 %; Building coverage: N/A _% 11. Existing building size: _ NIA __New/additional building size: N/A __ 12. Existing parking spaces: _ _�1JA _ ._._____._New parking spaces: N/A 13. Nature of proposed activity: jMtlalla facility known-aa..W1 on wheels (CQW1 to ensure cQn�inuous service ye �Qza�Vicel.�ss has.an. site on the building,which is being demolished. 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.Anyapplication not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. STATE OF NEW YORK COUNTY OF WESTCHESTER ) as: Robert Breyer on behalf of New York SMSA Limited Partnership d/h/a Verizon Wiretess__ ,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 6-%—e* —.._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 Sworn to before me this_J V day of 120 day of dun c , 2022 Notary Public ew Y6r a, ' ited Partnership d/b/a Verizon Wireless Signature of Property Owner Si to scant t r Ro ert Breyer on ehalf of New York SMSA Limited Partnership d/b/a Verizon Wireless Print Name of Property Owner Print Name of Applicant SHANNON ENNIST-MUCCI Notary Public, State of New Yorit •Applicant is currently working with owner to extend lease. No. O1 EN6247179 Qualified in Ulster County Commission Expires August 27, Z 3 2 8/1 212 0 2 1 Q'tE Moot ViLLACV in1F RY OOK 938 King Strict,Rye Broo+ Y. 10573 J944)9 9-07 utiYv�r4 0 r SITE PLAN SUBMITTAL REVIEW CHECKLIST This form shall serve as a checklist for site plan submittal and review by the Village of Rye Brook. The use of this plan review checklist by the applicant is to ensure compliance with the technical provisions of§209 of the Code of the Village of Rye Brook entitled, Site Plan Review, pertaining to preliminary and final plan preparation. The Village Code is available on the Village Website at: www.r�ebrook.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. New York M imited Partnership d/b/a Verizon Wireless I, bv: SA (Applicant's signature)have read the Notification Requirements of Code Section 550-40 and will provide notification as required. IDENTIFICATION OF APPLICANT(S): Identification of Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless Applicant:- New York SMSA Limited Partnership d/b/a Verimn Wireless T Address: _dSnyder&S yder.LLP 94 White Plains Road Tanwown_NY Tel.#:. 914-333-0700 Fax: 914-333-0743 E-Mail: lsnyder@snyderlaw.net Project Name: Veriznn Wireless Tem nn raq COW Fariliw Project Address: 975 Anderson Hill Road _ _! Current Property Owner: Cohen Purchase B iildinB Company an —l�-C-------- Address: do Cohen Brothers Realtr Corporation- 50 j,erinoon Ayemle.New York_NY Tel.#: Fax: E-Mail: IDENTIFICATION OF PROPERTY: Identifying Title:_ 97-sAnderson Hill Road--- Tax Designation: Section: -- 129.34 Block: 1 Lot: 43 Zoning District: p� Street which property abuts: Anderson Hill Road Plan Submission Date: 6/24/2022 Site Plan Checklist Page 1 of 7 9/12/2021 Project Address V NN NA PLAN REQUIREMENTS gJO O 4 copies of plans prepared and signed by a registered Land Surveyor,Engineer or Architect. D O O One(1)electronic copy of all submitted plans and surveys. 00 C/ 'Topographic Survey stamped by New York State Land Surveyor with license number and seal. 00 (J/Topographic survey scale of one(1)inch per twenty(20)feet or larger. VO O Section, block and lot numbers of the property taken from the latest tax records along with a copy of the most recent property card on file with the Town of Rye Tax Assessor's office. O/ O Name of the proposed subdivision plan. t0f O O Name and address of the owner of record. q O O Name and address of the applicant. 00 %/ Deed reference(s). WO 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. O O North arrow and scale. 40 O Location map at the minimum scale of 1"equals 1,000 feet. 00 V Area of all lots,in square feet. O OO/ Engineering notes on plans as stated in application packages. 00 Copies of all existing and proposed deed restrictions or covenants applying to the property; including, but not limited to, covenants and agreements restricting the use and establishing future ownership and maintenance responsibilities for all private roads,recreation, and open space areas. O O Any prior land use approvals with respect to the subject property. 0/0 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. 0/O O Other existing site improvements, including,but not limited to, fences,landscape or retaining walls,landscaping & screening. O O d 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. 6r OO/ Fees paid to The Village of Rye Brook Building Department. O O g Any revisions to plans shall be identified with a revision cloud and numbered revision triangle Y N NA ABUTTING PROPER TY INFORMATION O O The names and addresses of all abutting property owners within 250 ft as indicated in the Municipal records. O O Zoning and use of abutting properties noted on plans. WO O Shape,size,height and location of existing buildings and driveways within one hundred(100)feet of the site. 0/O O Location and description of existing easements within one hundred(100)feet of the site. M► O O Location of existing private or public trails within one hundred(100)feet of the site. WO 0 Location of existing roads; scenic roads and/or driveways within two hundred(200)feet of the site. 00 VLocation of proposed parkland. If none state nearest recreation facility 00 WLocation of existing septic system leach fields within two hundred(200)feet of the site. 00 V 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 O 0 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 PLANINFORMATION O O W" Sufficient, acceptable information to readily determine the location, bearing, and length of every street line, lot line, and property boundary line. O O d Location of all building setback lines. O O Topographic data at a minimum contour interval of 2'-0"increments,showing existing and proposed contours on the property and extending a minimum of 25 feet into all adjacent properties. O O f/ 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. No trees are being removed in connection with project. 0 O H Location and proposed development of all buffer areas,including existing vegetative cover. WO O Location and description of any zoning district and municipal boundaries including a zoning compliance chart for the existing and proposed lots. 00 K Shape,size,height and location of all existing and proposed buildings. W O O Location and description of any existing and proposed easements. IW O O Location and dimensions of all existing and proposed streets,driveways,sidewalks,parking spaces,bicycle parking, loading areas and other facilities associated with the proposed use. 00 W Tdentification of the location and amount of building area proposed for retail sales or similar commercial activity. W O O Location of existing and proposed utilities(water,sewer,gas,electrical,telephone,oil tank etc.). 00 9� 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. O O /Location,size and proposed screening of outdoor storage areas,if any. O O Hr Location, design and construction material of all existing or proposed site improvements, including drains, culverts, retaining walls,landscape walls and fences. O O / Exterior lighting plan and proposed signs to be located on site,including sign orientation,size,height,and elevation view. O O 6 Storm drainage plan and plans for snow removal and storage- 0 O Pedestrian and automobile circulation plan. O O V// Construction drawings for pavements,walks,steps,curbing,drainage&other structures associated with the proposed use. O O F1( 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 9' 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 0 O"/Drawing and computation for storm water detention design for a 25-year storm in accordance with the Westchester County Best Management Practices O O 0/ 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 00"" Location of any common lands and/or public lands. O O / hasing or an estimated project construction schedule. 00 ® Supporting documents,including deeds,maintenance,condominium agreements,etc. Site Plan Checklist Page 3 of 7 8/12/2021 Project Address 0/O ___ O Location of proposed construction or area of disturbance and its relationship to any property line, easement, building, structure, road, wall, fence, sewage disposal system, well, wetland feature or tree exceeding six inches in diameter measured at a height of four feet from the ground O O C�/Estimate of earthwork showing the quantity of any material to be imported to and/or removed from the site including a chart with the number/species and size of any trees to be removed. O O K 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 OCross sections of steep slope areas. O O O'/Retaining walls or like constructions,with details of construction. O O (/ Approximate boundaries of any areas subject to flooding or stormwater overflows, including areas of special flood hazard and coastal high-hazard areas, consistent with the definitions set forth in Chapter 130, Flood Damage Prevention, of the Code of the Village of Rye Brook.Approximate Wetlands and wetland buffer boundaries shall be clearly delineated. -/ O O F3 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 O Amount of any bonds required. O O Amount of excavated material to be removed from site, if any. Y N NA OTHER (ac apgllicahle) O O 0 Record of application for and approval status of all necessary permits from state and county officials and local utility companies. O O Identification of any federal,state or county permits required for the project's execution,including project referrals, if any,&environmental review procedures mandated by Article 8,Environmental Quality Review,of the Environmental /Conservation Law(SEQR.A). O O 6 Any other information felt necessary by the Planning Board to allow the Board to proceed with consideration&to make an informed decision. DEVELOPMENT REVIEW CHECKLIST WE.4TCHESTER 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.comiplanningreferraL or contact Lukas Herbert at lah5Cwestchestergov.com. I. COUNTY PLANNING BOARD POLICIES: Written policies underlie all recommendations of the County Planning Board. Westchester 2025-Context for County and Municipal Planning and Policies to Guide County Planning,adopted by the County Planning Board on 5/6/08,amended 1/5/10,can be found at ww.westchestergov.com/2025. Westchester 2025:Policies should be reviewed to determine how they relate to the development proposal. II. IMPACTS TO COUNTY FACILITIES AND SERVICES: The County Planning Board coordinates the review of development projects with Westchester County departments to identify and address potential impacts on County services and infrastructure.In some situations,permits and approvals may be required that could change project design. N/A due to temporary nature of project. Site Plan Checklist Page 4 of 7 8/12/2021 Project Address ❑ 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: Nvtivw.westchestergov.coiii/planningdocs/pdfmaps/cotmtystateroadsparks.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,lbidgperm.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: wwwv.westchestereov.conr/dpwr'bid gperm.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 TRFATMENT AT COUNTY TREATMENT PLANT: Local municipalities are required to reduce and eliminate inflow and infiltration(I&I)into the sanitary sewage systems tributary to County treatment plants.New development will be expected to reduce I&I in relation to generation of new flow at a ratio of three to one. This requirement must be discussed with local officials. ❑BEE-LINE BUS SERVICE: Bee-Line bus stops serving a development site should be identified on plans or noted if located off-site. If a bus stop is located along the site's frontage, the applicant should contact the County Department of Transportation to discuss impacts and the need for improvements. Safe and separate pedestrian access should be provided to link a bus stop and sidewalk with building entrances. Information on County bus service and design guidelines can be found at: westchestergov_com/transportation/images/Bus%20Service%20Guidethics.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 SE-QR. ❑RECYCLING: New buildings must contain a designated area of sufficient size for separation and storage of recyclables and trash. Building expansions should also include sufficient space for separation and storage of recyclables. For more information about County recycling requirements go to:www.westchestergov.com!environment_recycling.htm ❑STORM SEWER SYSTEM: Any connections to a County storm sewer line will require a permit from the Department of Public Works in accordance with the County Illicit Discharge Detection and Elimination (IDDE) law. Information & forms can be found at:Nvww westchestergov.com/dpw/bldgperm.hmi Non-stormwater discharges to the County storm sewer system arc prohibited. III.DEVELOPMENT STANDARDS N/A due to temporary nature of project. The County Planning Board's land use policies focus attention on several aspects of development that may have intermunicipal and quality of life impacts.I'he list below includes areas most frequently commented on by the County Planning Board. ❑WATER: All development plans should include sufficient provisions for stormwater management, water quality measures and mitigation of flooding. ❑Plans should identify the major drainage basin or watershed the site is located in (Croton River, Upper Hudson River, Lower Hudson,Upper Long Island Sound,Bronx River and Lower Long Island Sound). An interactive map with watershed boundaries can be found at www.westchestergov.coirirplannirn/map_&lists/diainbasinsl ixl7.iitml []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:plauaing.westchestergov.com/index.php?option=-coni_content&task=view&id= 1231& Itemid=2204 Site Plan Checklist Page 5 of 7 8/12./2021 Project Address ❑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:-vvAw.dec.ny.gov/chemical/8694.html ❑New development should include protection of aquatic resources.For more information about protection of aquatic resourc-es& buffer areas,go to:planning.westchestergov.com/index.php?option=com_content&taskwiew&id=1491&Itemid=2458 El Impervious cover should be minimized.Permeable paving surfaces should be used where feasible.Vegetative rain gardens should be used,particularly in areas of overland or channelized stormwater flow, to improve stormwater quality and reduce runoff volume. For more information,go to: ,vww.westchestergov.com/storTnwater ❑Buildings along coastlines and low lying area should consider the impacts of sea level rise. Specific consideration is required of potential impacts to surface and subsurface drinking water supplies. ❑ SITE LAYOUT.Aesthetic design,building orientation and community character should be considered in the site layout and building appearance. ❑In most locations,buildings should face the street and have pedestrian access from the street. ❑Commercial buildings should be located near the front street line with the majority of parking located in the rear of the building. Even gas stations and convenience stores should be upfront in a landscaped setting with parking,pumps and canopy toward the rear. ❑Buildings should be of pedestrian-scale when seen from the sidewalk. ❑Building facades should contribute to and enhance the character of the community. ❑Driveway and pathway connections should be provided to adjacent sites when possible and crosseasements provided. ❑ STREETS. Street design should reduce unwarranted paving and promote connectivity. ❑New streets should connect with adjacent streets wherever feasible to prevent the proliferation of dead-end streets and promote neighborhood integration. ❑Connections could be vehicular or pedestrianfbicycle only,where appropriate. ❑Street widths should be minimized for streets with low traffic volume to reduce speeds and impervious surfaces.Lane widths of 12 feet are only appropriate for major roadways. El 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:-%vww.usgbc.org. ❑ LANDSCAPING AND LIGHTING.The site improvements should enhance community character. Site Plan Checklist Page 6 of 7 8/12/2021 Project Address ❑Landscaping should consist of native plant species.appropriate for the location.Invasive plant species should be prohibited. Invasive plant information available at:w,.�w.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: w,%vw.apbp.org/resource/resnigr/pub li cations/bicycle_parkin"u idelines.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 due 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 cxtraordinary 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 genera]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. Deslen 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) -Co c-cn Coll i'lD__�1 __ _- / EOFNF 5 EN co Signature_ch�" / O /,�_o in Date �o o Se, c4 "01 8 �� FSSIONM-EN Site Plan Checklist Page 7 of 7 8/12/2021 p ECENED wK 2 8 2022 VILLAGE OF RYE BROOK BUILD TMENT BUILDING DEPARTMENT VIL OOK 938 KING NY 10573 H r ######iit##tttt###t#ttt##t##i##rtttt####t###iti###kkk#kktt#t##tkt#tttttttk#k##iit#i#t#i#kt###t#kk#t#kk##k### FOR OFFICE USE ONLY: SPECIAL PERMIT APPLICATION FEE: $1,150.00 BOT Approval Date: PB Approval Date: Paid [ ] Date: ZBA Approval Date: Case# SITE PLAN APPLICATION SUBMITTED: Other: Yes [ ] No [ ] Attach Resolution Hereto: BOT[ J PB[ ] LBA rt######trtk##rtttti#t#irt#####rtit#rt###k#ki4###iik#4kk###k+R4#4#t4#k4kkf##ikkrtkrti4ktk#t##kkktk#i####4k4#kkrtkkt#4 APPLICATION FOR SPECIAL PERMIT Application dated: is hereby submitted to the Village of Rye Brook for the issuance of a Special Permit in accordance with §250- .H, and any other applicable sections of the Code of the Village of Rye Brook,and as per detailed statement described below.Please note that this application must be accompanied by a complete Site Plan Application,Environmental Assessment Form and all applicable fees in accordance§209 of the Code of the Village of Rye Brook. #rt#444#t##4###rtk####t##k#rtrt#rtrt#4rtrtrtrtrtrtk#44#t4rtrtrt#4krt##4rt444rtrtt4rt4krt44k444#4##44rtt4rt##rtrt#4rtt##ti#ii####tk##t 1. Site Address: 975 Anderson Hill Road SBL: 129.34-1-43 Zone: PUD c/o Cohen rot ers ealty oworation 2. Property Owner:Cohen Purchase Building Company LLC Address: 750 LexinZon Avenue.New York NY Tel: Cell: email: New York SMSA Limited Partnership c/o Snyder&Snyder, LLP 3. Applicant: j1h/a Veri7.nn Wireless Address: 94 White Plains Road,Tar own.NY Tel: 914-333-0700 Cell: email: lsnyder@snyderlaw.net 4. Attorney: Leslie 1. Snyder, Snyder&Snyder,LLP Address: 94 White Plains Road,Tarrytown,NY Tel: 914-333-0700 Cell: email: lsnyder@snyderlaw.net 5. Engineer/Architect: Scherer Design moor, Address: 100 Corporate Drive,Suite 202.Lebanon,N Tel: 908-323-2513 Cell: email: kbylsmaoschererdesigngroup.com 6. Current Use of Property: Verizon Wireless has an existing communications site on existing building at the property. 7. Proposed Use of Property: Installation of cell on wheels(COW)to ensure continuous service. Verizon Wireless has an existing site on the building,which is being demolished. i 8112/2021 Please note that this application must include the notarized signature(s) of the legal owners) of the above-mentioned property,in the space provided below.Anyappiicadon not bearing the legal property owner's notarized signature(s)shall be deemed null and void, and will be returned to the applicant. #4##A##A##A#AAA#AAAAAMA###A#A##A!#AAAAA###!#####A!##AA#!##########A##A#######AA*#########A*##AA##A*#!#!A### ��� of Mzngiriiaor� �to STCHESTER ) as: via, sl ZI'gas being duly swots,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 lessee' for the legal owner and is duly authorized to make and file this application. (indicate arehitcu,contractor,agent,ntotney,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 approval resolutions,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 23t� au,d%f_ �n .t..r.,r JIX�IF 'n» o �.POCQq Notary Public p A�" h''C ��v' ,�� Fv7�A Limited Partnership d/Wa Verizon win �Il 6 c4= Signature of Pro 'a pF��` N �v: 8 pcny Owner �O�Q aCfi� ro Signature of Applicant J�M 95 Z? Robert Breyer on behalf of New York SMSA Limiti Partnership d1b/a yerizon wireless Print Name of Property Owner •%.;�/SSI ON E�'e.�'���, ►tNttrue of Applicattt 'Applicant is cur7ently worldng with owner to extend lease. 2 6/1Yta21 D EC EME Wfi 2 8 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT yE 13R(�V VILL .00 BROOK BUI G::DEP NT 938 KING T,17 E. WOK,NY 10573 ii' 'k.ore APPLICATION TO INSTALL WIRELESS OR ATTACHED WIRELESS TEL-COM FACILITY OR EQUIPMENT (Special Use Permit Required for Initial Approval) OFFICE USE ONLY: Permit#: Building Inspector: Application Fee:S 31 nap CL, Date of Approval: Permit Fee:$ NYS Use Class:Res.( );Comm.( ); B.O.T.Approval Resolution Attached: Other: Application dated, 0 3"�is hereby made to the Building Inspector of the Village of Rye Brook for a Permit to install a Wireless or Attached Wireless Tel-Con Facility,or to install new components to an Existing Tel-Com Facility in accordance with Chapter§250-39 of the Code of the Village of Rye Brook.The applicant, by signing this document declares that all devices,and equipment associated with the subject permit will be continuously maintained&utilized in conformance with all applicable Local, County,State&Federal laws,codes,rules and regulations,and that any work performed in association with such installation(s)will also be in conformance with such regulatory standards.Please attach copies of all FCC,or other required testing,inspection,regulatory or maintenance reports hereto. 1. Site Address: 975 Anderson Hill Road SBL: 129 34-1-43 Zone: PUD 2.Property Owner: Cohen Purchase Building Company LLC Address: c/o Cohen Brothers Realty Corporation Phone#: Cell #: emaiP0 Lexington Avenue,New York,NY New York SMSA Limited Partnership c/o S yderg�SnyYder,LLP 3.Applicant:d/b/a Verizon Wireless Address: 94 W�ite Plains'Koad.Tarrytown,NY Phone#: 914-333-0700 Cell#: email: lsnyder0snyderlaw.net 4.Installation Contractor: Address: Phone#: Cell#: email: 5.Carrier(s): Verizon Wireless 6.Type of Equipment: Installation of cell on wheels(COW)to ensure continuous service. Verizon Wireless has an existing site on the building,which demolished. 7.Location of Equipment: As indicated on the plan submitted herewith 8.Estimated Cost of Installation: (No-rE:The estimated cost shall include all labor,materials,fixed equipment,scaffolding,professional fees,and any labor&materials which may be donated gratis.) 9.Estimated Job Duration: Start: Finish: 8/12/2021 Robert Breyer on behalf of New York SMSA Limited STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Partnership d/b/-Ver[zon Wireless I (print name of individoW rigamg aypthcauoa) being duly sworn,deposes&states that he/she is the applicant of record above named,and that he/she is the legal owner of the subject property,or that he/she is the Lessee* acting as agent for the legal owner and is duly authorized to make&file this application. (Mieate rrehttec%attorney,contractor,etc..) That all statements are true to the best of his/her knowledge and belief,and that any work performed or use conducted at the subject property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans,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. Ord Sworn to before me this Sworn to before me this day of . 20 40Ann,/..1,.......4 day of JUNK , 20 2*2— *��QQCCIq a Q� ve C- 5 E ��JQ a\t'-,A I z Notary :4; '� e qP�z��Ga�%h �O pv ace eA ;'�cN&York SMSA Limited Partnership d/b/a Verizon Wireless EOM'-__-.-'-�'lQ`���Y Signature of Property owner �'�., till S SION ,.�` Signature of Applicant Robert Breyer on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless ... .A-IL.-M. * Applicant is currently working with owner to extend lease This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record In the spaces provided. Any application not properly completed In its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. sn=i 2- R [EC I FMC VILL E BROOK BU + �1P. RTMENT JUL - 1Q22 938 KING -6K,NY 10573 (914)939� yv �ebrook.or VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL, MODIFY AND/OR REMOVE MECHANICAL EQUIPMENT OFFICE USE ONLY: Permit#: Building Inspector: Application Fee: 12�t Date of Approval: Permit Fee: Bldg/Use Class: Res. ( );Comm. (x! REQUIREMENTS FOR RELEASE OF PERMIT: (A CERTIFICATE of COMPLIANCE is REQUIRED To CLOSE OUT THIS PERMIT) 1. Properly Completed& Signed Application. 2.Payment of Application Fee: Residential =$100.00: Commercial =$250.00 (fees are non-refundable) 3. Site/Staging Plan as required by the Building Inspector. 4. Sealed Construction/Installation Documents& Specifications as required by the Building Inspector. 5. 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#1!26.3/or NY State Workers Compensation Waiver) 6.Payment of Permit Fee: Residential =$15.0011000.00 of Construction/Materials Cost with a minimum fee of$100.00. Commercial=$25.00/1000.00 of Construction/Materials Cost with a minimum fee of$275.00. 7. Inspection by Building Department for removal and/or installation. (48 hour notice required) 8.Any electrical work requires a separate Electrical Permit and Electrical Inspection. 9.Any gas/plumbing work requires a separate Plumbing Permit and Plumbing Inspection. Application dated, ! • a is hereby made to the Building Inspector of the Village of Rye Brook,NY,for a permit for the installation,modification,and/or removal of the specific Mechanical 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 the approved plans,and with all applicable Local,County,State&Federal laws,codes,rules and regulations. 1.Address: 975 Anderson Hill Road SBL: 129.34-1-43 Zone: PUD c/o Uohen Brothers ea Corpora io3 n 2.Property Owner: Cohen Purchase Building Company LLC Address: 750 Lexington Avenue.New York.NY Phone#: Cell#: email: 3.Contractor: Address: Phone#: Cell#: email: c/o Snyder&SnyUer,LLF. 4,Applicant:New York SMSA Limited Partnership d/b/a Verizon Wireless Address: 94 White Plains Road,Tarrytown,NY Phone#: 914-333-0700 Cell: email: Isnyder Qsnyderlaw.net 5. Scope of Work:New Installation( )•Replacement( )•Removal( )•Other( ) 6.Type of Equipment: Installation of a cell on wheels(COW)to allow Verizon Wireless to ensure continuous service.Verizon Wireless has an existing,site on the building which is being demolished. 7.Location of Equipment: Near the maintenance she 8.Cost of Equipment including Installation Cost: $ 1 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Robert Breyer on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless ,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 lessee' 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 Sworn to before me this � V day of ,20 day of (�n ,20 22 New York SMSA Limited Partnership d/b/a Verizon Wireless By: /(- Signature of Property Owner Signature of Applicant Robert Breyer on behalf of New York SMSA Limited Partnership d/b/a Verizon Wireless Print Name of Property Owner Print Name of App cant ha y G4 -WI o- Notary Public Notary Public •Applicant is currently working with owner to extend lease. This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE.9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212) 749-1448 FAX (914) 333-0743 (973)824-9772 FAX(212)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D.GAUDIOSO lsnyder@snyderlaw.net DOUGLAS W.WARDEN JORDAN M. FRY Tarrytown office DAVID L.SNYDER (1956-2012) June 27, 2022 D [E C h N E DD Honorable Mayor Jason Klein .lUn1 2 8 2�22 and Members of the Village Board Village of Rye Brook 938 King Street VILLAGE OF RYE BROOK Rye Brook,New York 10573 BUILDING DEPARTMENT RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase, New York Dear Honorable Mayor and Members of the Village Board: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with the captioned matter. Pursuant to your request, I have enclosed an Environmental Assessment form, although it is respectfully submitted that the project is a Type II action. See 6 NYCRR 617.5 (c) (21). I look forward to discussing this matter with this Board at your June 28, 2022 meeting. If you have any questions, please do not hesitate to call me at (914) 333-0700. Respec ly submitted, Le Sny r cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WP\NEWBANM\Teresa Garcia\Purchase 2\2022 Zoning\COW on Dorral\LettertoBOT.km.6.27.22.docx D ECCMWE Short Environmental Assessment Form MAY 2 8 2022 Part 1 - Project Information VILLAGE OF RYE BROOK Instructions for Completing BUILDING DEPARTMENT Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Temporary Communications Facility Doral Arrowwood Project Location(describe,and attach a location map): 975 Anderson Hill Road,Rye Brook,NY Brief Description of Proposed Action: Installation of a temporary telecommunications facility known as a cell on wheels(COW)to provide continuous service to the area surrounding Doral Arrowwood.The COW is needed as a result of the demolition of the hotel building and existing facility thereon.The COW includes a 120'mast for the installation of antennas and related equipment. Name of Applicant or Sponsor: Telephone: 914-333-0700 New York SMSA Limited Partnership dlb/a Verizon Wireless E-Mail: 914-333-0743 Address: c/o Snyder&Snyder,LLP,94 White Plains Road City/PO: State: Zip Code: Tarrytown NY 10591 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑✓ ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Special Permit from the village Board of Trustees ❑ a Building Permit from Village of Rye Brook Building Inspector 3. a.Total acreage of the site of the proposed action? 0.01 acres b.Total acreage to be physically disturbed? 0.01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.01 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial m Commercial m Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic m Other(Specify): Telecommunications Facility ❑Parkland Pauc I (it 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ b. Consistent with the adopted comprehensive plan? ❑ ✓❑ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Airport 60 Ldn Noise Contour,Reason:Exceptional or unique character,Agency:Westchester County, If Yes,identify: Date:1-31-90 ❑ ❑ e limited amount of noise associated with a project m connection with the emergency back-up generator)will have no adverse effect on the CEA Additionally,airport noise will not adversely affect the temporary COW facility NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ C. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: Unmanned facility does not require potable water. ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Unmanned facility does not require wastewater treatment. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ✓❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ✓❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: There is no wetland or waterbody in the area where the temporary COW facility will be located.The temporary COW facility will not altar nr anrrfiarh intp any aYieting watland nr watarhnrty or huffer area I'age 2 of 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? •This is an automatic response 11SFWS indicated there are no endangered species ❑ ❑ Sedge Wren and no critical habitat of the Sedge Wren at the neighboring SUNY Purchase site, so the likelihood of the Sedge Wren occupying the project location is minimal 16. Is the project site located in the I00-year flood plan? NO YES "The temporary COW facility is proposed to be located outside ofthe 100-year floodplam ❑ a* 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)? ❑✓ ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: a ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/'name: /� A C- Date: L2 Signature: Tiile: �inC�,nft_e' r J � PRINT FORM llaoe 3 of., EAF Mapper Summary Report Friday, June 24, 2022 5:40 PM Disclaimer: The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF OIT% question can be obtained by consulting the EAF Workbooks. Although S� the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a p\ substitute for agency determinations. i f on V i Otl&V& Monl.al e Harrison Twonto J, � .Rochp:tor '�+ MrAI,Y, 11.:. , Nbilf►P Baton - t- Glevill"d L ..;prtwrda,ce i .I j . i , .i i.._ �!w York l: h t�,r ',PAtbuph PhgadMphla amtin USGS, kit t��3�A]t�Fr�El+ ri rP,PjRCan Bit Japan METI,Esn China(Hong Kong;Esli �L�IEl`?iT Can,Esn Japan,ME11,Esn China(Hong ronc(j,Est! Korn;Esri(�hai 1"Id. NGCC.(0 opals�edl`Aap cor nintors. andthe GIS LlserComn)Unity s(enftmStredtlap con0b�s �l�i� a GIS Llser Comm unity Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7 [Critical Environmental Name:Airport 60 Ldn Noise Contour, Reason:Exceptional or unique character, Area-Identify] Agency:Westchester County, Date:1-31-90 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 Yes Endangered Animal] Part 1 /Question 15[Threatened or Sedge Wren Endangered Animal-Name] Part 1 /Question 16[100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE. 9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER, SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK. NEW JERSEY 07102 (212) 749-1448 FAX (914) 333-0743 1973)824-9772 FAX(212)932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO msheridan@snyderlaw.net DOUGLAS W.WARDEN Tarrytown office JORDAN M. FRY DAVID L. SNYDER July 12, 2022 D E C IE � V (1956-201 2) v E 01 Village of Rye Brook JUL 13 2022 938 King Street Rye Brook,New York 10573 VILLAGE OF RYE BROOK Attn: Tara Orlando BUILDING DEPARTMENT RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road Purchase New York("Property") Dear Tara: Enclosed is a Letter of Authorization signed by the Property owner, which authorizes Verizon Wireless to install the temporary Cell on Wheels facility at the captioned Property. Respectfully submitted, Snyder& Snyder,LLP By: Michael P. Sheridan cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WPWEWBANM\Teresa Garcia\Purchase 2\2022 Zoning\COW on Dorral\Letter.LOA.mS.docx T RECENED FJUL 13 2022 LETTER OF AUTHORIZATION VILLAGE OF RYE BROOK B I I G EPAIRTMENTJ Municipality: Village of Rye Brook APPLICATION FOR APPROVALS Cohen Purchase Building Company LLC, the owner of the property located at 975 Anderson Hill Road, Rye Brook, New York (the "Property"), does hereby appoint New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless"). and its authorized representatives,as the owner's agent for the purpose of consummating any applications necessary to insure Verizon Wireless' ability to use the Property for the purpose of installing/maintaining a cell on wheels (COW)communications facility,and removing Verizon Wireless' existing equipment on the Doral Arrowwood building in connection with its demolition. Assessor's Parcel Number: Section 129.34, Block 1, Lots 43 and 45. Signature of erty Owner: Cohen r e i LC By: uthorized ignatory Name: Title: 0,h4&jg Authorized Agent: New York SMSA Limited Partnership d/b/a Verizon Wireless Sworn to and subscribed to before me on this 1 da of -7'Ui , 2022. MADELINE G. C TRONE I Notary Public,State of New York Signat re of Notary No.01 MA6030446 Qualified in Westchester County Commission Expires Sept. 13, 20 0 Z\SSDATA\WPDATA\SS4\WP\NEWBANM\TERESA GARCIA\PURCHASE 2\2022 ZONING\LOA.MS.DOCX I`7 �i `J L 4 Centerock Road Wayne Medlin �- AUG - 1 2022 West Nyack,NY 10994 NY Metro—Real Estate I VILLAGE Or RYE BROOK BUILDIt,1G DEPARTMENT August 1, 2022 Honorable Mayor Jason Klein and Members of the Village Board Village of Rye Brook 938 King Street Rye Brook, New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase, New York Dear Mayor Klein and Members of the Village Board: In connection with Verizon Wireless' application for a temporary cell on wheels facility ("Facility") at the captioned property, the plans note that there will be a level grade underneath the Facility with % inch crushed stone (hereinafter referred to as"Gravel Apron"). With respect to operations and maintenance of the Facility, a Verizon Wireless technician will visit approximately once per month for normal routine maintenance. During such visit,the technician will inspect the Facility,including the Gravel Apron to make sure that it is free from excessive weed growth. Sincerely Yours, WayrrEMedlin�l�/� NY-Metro Real Estate verizon RLECEPWE LAW OFFICES OF AUG - 1 2022 SNYDER & SNYDER, LLP VILLAGE OF RYE BROOK 94 WHITE PLAINS ROAD BUILDING DEPARTMENT NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK,NEW JERSEY 07102 (212)749-1448 FAX(914) 333-0743 (973)824-9772 FAX(212)932.2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J.SNYDER REPLY TO: ROBERT D.GAUDIOSO lsnyder@snyderlaw.net DOUGLAS W.WARDEN Tarrytown office JORDAN M. FRY DAVID L.SNYDER August 1,2022 (1956-2012) Honorable Mayor Jason Klein and Members of the Village Board Village of Rye Brook 938 King Street Rye Brook,New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road Purchase,New York Dear Honorable Mayor and Members of the Village Board: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a temporary Cell on Wheels facility ("COW") at 975 Anderson Hill Road, Purchase, New York ("Property"). At the request of the Village's consultant, Michael Musso of HDR, enclosed please find the"Passing Structural Analysis" for the COW, prepared by Scherer Design Group, LLC,dated July 29,2022. We look forward to discussing this matter with this Board at the Public Hearing scheduled for your August 8, 2022 meeting. If you have any questions, please do not hesitate to call me at (914) 333-0700. R sr ppyfully su mitted, Les J. Snyder cc: Michael Musso, of HDR J Christopher Bradbury,Village Administrator Michal Nowak, Superintendent of Public Works Verizon Wireless Z:\SSDATA\WPDATA\SS4\WP\NEWBANWTeresa GarciaTurchase 2\2022 Zoning(COW)\LettertoBOT.structural.ms.docx F SCHERER DESIGN GROUP,LLC PartCllne jCEO Connoily,PE l / 7� Steven Krug,Pr PartnwCOO Passing Structural Analysis COW Site Name: Purchase 2 Relo COW Site Address: 975 Anderson Hill Road Rye Brook, NY 10573 Date:07/28/2022 SDG M 20VEB006 Revision:0 Prepared By: Ryan M.Schuster,PE Checked/Approved By:Colleen Connolly,PE 4� SIGNATURE: DATE: 07.29.2022 R an M. Schuster, PE 0� NEy,y �P �N O�ti 0-p L Y 1 LU r Z SIGNATURE: DATE:_Z '�;.,�*�;_ _� 07.29.2022 tt087018 SFESSk 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph:908.323.2513 • Fax 908.323.2525 Certified Woman Owned Business Enterprise 5'i Calculation Sheet Project:Purchase 2 Relo COW Date:07/28/2022 Job Number:20VEB006 By:Ryan M.Schuster,PE Checker:Colleen Connolly,PE Sheet No.:1 Rev.:0 Executive Summary Scherer Design Group, LLC(SDG) has performed a rigorous structural analysis on the proposed guy tower in accordance with the TIA-222-H-2017 Standard as amended by the 2020 Building Code of New York State. The objective of this analysis is to determine the structural adequacy of the proposed guy tower to support the proposed work depicted in Zoning Documents, by SDG, Rev 4 dated 07/13/2022. In addition, the objective of this analysis is to determine the required ballast weight to anchor the proposed guy wires. Final construction must be completed in accordance with approved final Construction Documents. A nonlinear analysis of the structure was completed using TnxTower Version 8.1.1.0. This finite element analysis software calculates the stresses within the structure based upon user input geometry, equipment inventory and loading. The required ballast weight to anchor the proposed guy wires was calculated using the reactions from the TnxTower analysis. Based upon this analysis, we have found that the proposed guy tower is structurally adequate to support the proposed loading based upon the criteria and assumptions in the attached report.The tower sections and guy wires are stressed to as much as 56.6%of their capacity.The minimum required ballast weight to anchor the guy wires was calculated to be 32,186 Ibs, using a factor of safety of 1.3. Calculation Sheet Project:Purchase 2 Relo COW Date:07/28/2022 Job Number:20VEB006 By:Ryan M.Schuster,PE Checker:Colleen Connolly,PE Sheet No.:2 1.0 Purpose The purpose of this calculation is to assess the structural adequacy of the proposed guy tower to support the proposed antenna equipment installation,as well as to determine the required ballast weight to anchor the proposed guy wires. 2.0 Design Criteria Per TIA-222-H-4-2017 Standard (Reference 1) as amended by the 2020 Building Code of New York State(Reference 2),the following design parameters were used in the TnxTower analysis of the guy tower: Nominal 3-second Gust Wind Speed: 116 MPH Structure Class: II Exposure Category: C Topographic Category: 1 Nominal Ice Thickness: 1.001, Ice Density: 56 PCF Wind Speed with Ice: 40 MPH Wind Speed for Deflections: 60 MPH 3.0 Standard Conditions&Assumptions SDG did not independently verify the accuracy of the information provided.Therefore, unless specifically informed to the contrary by the client in writing, SDG assumed the information to be current and accurate. 1. Miscellaneous items,such as antenna mounts,climbing ladders and cable ladders have not been checked for structural adequacy. This analysis is limited to major structural components/bolted connections only. 2. This guy tower has been analyzed according to the minimum design wind loads recommended by TIA-222-H. If the authority having jurisdiction requires higher design loads, please contact SDG for a reanalysis. 3. This analysis assumes that all members and connections are intact, undamaged and are not compromised by corrosion. As per TIA-222, it is the responsibility of the tower owner to perform inspections of and maintenance to the tower. It is assumed that these inspections have been i Calculation Sheet Project:Purchase 2 Relo COW Date:07/28/2022 Job Number:20VEB006 By: Ryan M.Schuster,PE Checker:Colleen Connolly,PE Sheet No.:3 Rev.:0 regularly completed and the structure has been maintained as required. Accordingly, no allowance for deterioration or damage to the structure has been made within this analysis. 4. The proposed guy tower is to an FTW COW—120' Guyed Mobile Tower. Dimensional parameters for the tower and guy wires are based upon the manufacturer's specifications. 5. The proposed installation of Verizon's antenna equipment is in accordance with the Zoning Documents, by SDG, Revision 4, dated 07/13/2022 (Appendix A). This analysis may be affected if any assumptions are not valid or have been made in error. SDG should be notified if any discrepancy is discovered between the actual conditions and the assumptions stated above. The accuracy of this analysis is dependent on the accuracy of the information provided. 4.0 References/Source of Data 1. TIA-222-H-2017 Standard—Structural Standard for Antenna Supporting Structures and Antennas,and Small Wind Turbine Support Structures 2. 2020 Building Code of New York State 5.0 Loading The antennas and associated equipment considered in this analysis are located within the attached report under the heading"Discrete Tower Loads." The linear appurtenances considered in this analysis are located under the analysis report heading "Feed Line/Linear Appurtenances. The loads on the structure are automatically calculated by TnxTower, in accordance with the TIA-222-H Standard,to account for both combinations loading as well as wind direction. These load combinations are shown under the corresponding heading in the attached report. 6.0 Tower Geometry The guy tower's geometry& materials used in this analysis are located within the attached report under the heading"Tower Section Geometry." The guy wire geometry&materials used in this analysis are located within the attached report under the heading"Guy Data." Calculation Sheet Project:Purchase 2 Relo COW Date:07/28/2022 Job Number:20VEB006 By:Ryan M.Schuster,PE Checker:Colleen Connolly,PE Sheet No.:4 Rev.:0 7.0 Analysis A nonlinear analysis of the structure was completed using TnxTower Version 8.1.1.0. This finite element analysis software calculates the stresses within the structure based upon user input geometry,equipment inventory and loading.The analysis is located in Appendix B. The required ballast weight to anchor the proposed guy wires was calculated using the reactions from the TnxTower analysis. 8.0 Results The tower sections and guy wires are stressed to as much as 56.6%of their capacity(See Appendix B). The minimum required ballast weight to anchor the guy wires was calculated to be 32,186 Ibs, using a factor of safety of 1.3(See Appendix C). 9.0 Conclusion Based upon the analysis criteria and aforementioned assumptions,the proposed guy tower was found to have adequate capacity to support the proposed loading when analyzed using TnxTower in accordance with the TIA-222-H Standard as amended by the 2020 Building Code of New York State. In addition,when the proposed guy wires are anchored to the ballast weight specified in this analysis,they will have adequate capacity to support the proposed loading. Appendix A Purchase 2 Relo COW Zoning Documents Revision 4 (07/13/2022) Sheets Z3, Z4 & Z5 p eta w U < WSM N Ole U rN �iN N N �Rµ1pNlp[ ppg a ■�- 1iri L� iW p w Zr twNWW�g w pw 1 r 2 < Uy pp C ¢ wN O N N�� O; '� 2 m Y�SY O Oj O 2 C a5 O Na t� 05 : N �pX. - Oyo �'az ffig3z3 W. �o'Y W� Al y « J&3 WyN aOC O IN W J W do 'igo`I' ado ���o � L" <�< a i Z� g RWS $z �� Wo � Z � = 5�gzavi yt(J Gac - zez i li .Q = 0 a ! aWW N :o8 0 �Z~ q\\\ zi tA t —- in 1Y W 0 9*112 t _ wig N g400d �• W� NO u j �� CW 8 NoY o a w of d � F � _ a oo m� as Do 7 381R 2a'� 22 N ii J S 7Ci8 jF a •�S os 2� O v Z� y � W ( IY s its < < < < w< 00 Ito Sa�SSajjja� yrn u � Vb $ �o wig Ile q t i ®r! \� I � SS � Wo� I Wei OU�' t3t �22Uj as m ow? W1oy > NTj'N K >aww C� N C W a N r - sffi SSS `Azv - �or �< �i� o �^ 6 a ■� zz zz zz gi o w <w uY [.. Yyy� �� o. ' Ko Co 0 o 1o' o a j QU N I.W io s -i o€ raj y1 N Fq rn = oW 7 aW 7 0�=.. yy b NQjN Lgm y _ m CF 4'�' o \ n cl c� I boW� R'!W' ok � & t j33'R off' � gyp 4i Q �zC51 8 E Appendix B TnxTower Output 120_01 R.".00 R Ii I I � I II a 1ooan �\ N n 'm R-60.00 R R.woon PLAN 9 #\� DESIGNED APPURTENANCE LOADING 1 TYPE I ELEVATION TYPE ELEVATION 80.0 n NW-0684UB(w/pipe)(VZM 100 A"MIS DWI RRH 4T4R BZWN 104 NH4-658 R2B /pipe 100 _ 32Dw(VZM _ ys � NHH-65B-R28 Le'/p�i)(Vzr�_ 10Y Mac* DWI RRH 4T4R86/13320W 101 - -- CC NHH-65&R28(w/piped _ 100 _ -(VZM AMSeeM DWI RRH 4TIR Bfi11S 210W 101 am PM I cv / Mpg 12 -- AWSdeNWI RR H 4T4R B6/13 32OW 101 ? (VZM R Z ti SRt pro 1 CNRe _ 100 5RFDC•331SP1F46(VZM M ' Set Pre 1 crvre 10e _ RWM-3315•PF-4$(VM) J NIebIW Duel RRH 4T4R BM6e 104 32OW(VZPO NISoNe Owl RRH 4T4R B206e 104 132OW(MO ___ 1 _ 60 0 n Q _ MATERIAL STRENGTH "< g GRADE Fy J Fu GRADEFr Fu j J J A572.50 50 kei ds kd _. TOWER DESIGN NOTES \1. Tower designed for Exposure C to the TIA-222-H Standard ~ y 9 2. Tower designed for a 116 mph basic wind in accordance with the TIA-222-H Standard. 3. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 40 o n 6. Topographic Category 1 with Crest Height of 0.00 R B 7. Weld together tower sections have flange connections. P!s< 8. Connections use galvanized A325 bogs,nuts and locking devices.Installation per TIA/EIA-222 and Al SC Specifications. `?sq 9. Tower I members re"ho dipped"galvanized in accordance with ASTM A123 and ASTM A153 r,o Standards. 1- 10. Welds are fabricated with ER-70S-6 electrodes. 11. TOWER RATING:56.6% 20011 Z r � I N I I 9562 lb I 1eTro molb e6 31433 lb(A-1) R-60.00 It e 1 kip-6(Torque) ALL REACTIONS ARE FACTORED Scherer Design Group,LL( °b Purchase 2 Relo COW 100 Corporate Drive, Suite 202 Pie V-ftm Lebanon, NJ 08833 Client 20VE13008 Drawn by Ryan M Schuster,P APVu: Phone 908-323-2513 Code. TIA-222-H Date 07/29/22 suw NTS FAX 908-323-2525 Peth DN,O NO-E-1 WxTower Job Page Purchase 2 Relo COW 1 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VE6008 FAX 908-323-2525 Ryan M. Schuster, PE Tower Input Data The main tower is a 3x guyed tower with an overall height of 120.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 2.00 ft at the top and 2.00 ft at the base. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level:0.00 ft. Basic wind speed of 116 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50'F. Deflections calculated using a wind speed of 60 mph. Weld together tower sections have flange connections.. Connections use galvanized A325 bolts,nuts and locking devices.Installation per TIA/EIA-222 and AISC Specifications.. Tower members are"hot dipped"galvanized in accordance with ASTM A123 and ASTM A153 Standards.. Welds are fabricated with ER-70S-6 electrodes.. Pressures are calculated at each section. Stress ratio used in tower member design is 1. Safety factor used in guy design is 1. Local bending stresses due to climbing loads, feed line supports,and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Use ASCE 10 X-Brace Ly Rules Consider Moments-Horizontals Assume Legs Pinned J Calculate Redundant Bracing Forces Consider Moments-Diagonals 4 Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification 4 Use Clear Spans For Wind Area SR Leg Bolts Resist Compression J Use Code Stress Ratios J Use Clear Spans For KL/r J All Leg Panels Have Same Allowable 4 Use Code Safety Factors-Guys 4 Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks 4 Consider Feed Line Torque Always Use Max Kz 4 Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile 4 Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption 4 Include Bolts In Member Capacity 4 Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption J Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Poles 4 Secondary Horizontal Braces Leg Sort Capacity Reports By Component Include Shear-Torsion Interaction Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Always Use Sub-Critical Flow SR Members Have Cut Ends Treat Feed Line Bundles As Cylinder Use Top Mounted Sockets SR Members Are Concentric Ignore KIJry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Comer Radii Are Known MxTower Job Page Purchase 2 Relo COW 2 of 35 Scherer Design Group,LLC Project Date 100 Corporate Dnve,Suite 202 Vedzon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-313-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE Wind 180 Q T 7 � I an A Wind 90 Leg C z Leg B C-0 O Face C �ye Wind 0 Comer&Starmount Guyed Tower Tower Section Geometry Tower Tower Assembly Description Section Number Section Section Elevation Database Width of Length Sections It a It Tl 120.00-100.00 2.00 1 20.00 T2 100.00-80.00 2.00 1 20.00 T3 80.00-60.00 2.00 1 20.00 T4 60.0040.00 2.00 1 20.00 TS 40.00-20.00 2.00 1 20.00 T6 20.00-0.00 2.00 1 20.00 Tower Section Geometry cont'd Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End Jt it Panels In in TI 120.00-100.00 1.97 X Brace No Yes 20000 2.0000 T2 100.00.80.00 1.97 X Brace No Yes 20000 20000 T3 80.00-60.00 1.97 X Brace No Yes 20000 2.0000 MxTower Job Purchase 2 Relo COW Page3 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-313-2513 20VEB008 FAX-908-323-2525 Ryan M. Schuster, PE Tower Tower Diagonal Bracing Has Has Top Girt Bottom Girt Section Elevation Spacing Type K Brace Horizontals Offset Offset End tt it Panels in in T4 60.00-40.00 1 97 X Brace No Yes 2.0000 2.0000 T5 40.00-20.00 1.97 X Brace No Yes 2.0000 2.0000 T6 20 00-0.00 1 97 X Brace No Yes 2.0000 2.0000 Tower Section Geometry cont'd Tower Leg Leg Leg Diagonal Diagonal Diagonal Elevation Type Size Grade Type Size Grade �f TI 120.00-100.00 Solid Round 1 I/2 A572-50 Solid Round 314 A572-50 - (50 ksi) (50 ksi) T2 100.00-80.00 Solid Round 1 1/2 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T3 80.00-60.00 Solid Round 1 1/2 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) T4%00-40.00 Solid Round 1 3/4 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 ksi) TS 40.00-20.00 Solid Round 2 1/4 A572-50 Solid Round 5/8 A572-50 (50 ksi) (50 kst) T6 20.00-0.00 Solid Round 2 3/4 A572-50 Solid Round 5/8 A572-50 (50 ksi)<< (50 ksi) Tower Section Geometry cont'd Tower Top Girt Top Girt Top Girt Bottom Girt Bottom Girt Bottom Girt Elevation Type Size Grade Type Size Grade ft Tl 120.00-100.00 Equal Angle Ll 1/2xl 1/2xl/4 A572-50 Equal Angle L1 1/2xl 1/2xl/4 A572-50 (50 ksi) (50 ksi) T2 100.00-80.00 Equal Angle LI 1/2x1 1/2x1/4 A570-50 Equal Angle Ll 1/2x1 1/2xl/4 A572-50 (50 ksi) (50 ksi) T3 80 00-60.00 Equal Angle LI 1/2x1 1/2x1A A572-50 Equal Angle Ll 1/2xI 1/2x1/4 A572-50 (50 ksi) (50 ksi) T4 60.00-40.00 Equal Angle Ll 1/2x1 1/2x1A A572-50 Equal Angle L1 1/2x1 1/2xl/4 A572-50 (50 ksi) (50 ksi) T5 40 00-20.00 Equal Angle L1 1/2xI 1/2x1/4 A572-50 Equal Angle L1 1/2xI 1/2x1/4 A572-50 (50 ksi) (50 ksi) T6 20.00-0.00 Equal Angle LI 1/2x1 1/2x1A A572-50 Equal Angle Ll 1/2x1 1/2x1/4 A572-50 (50 ksi) (50 ksi-) Tower Section Geometry cont'd Tower No Mid Girt Mid Girt .fld Girl Horizontal Horizontal Horizontal Elevation of Type Jce rn:(c bpe Size Grade Mid it Girts TI 120.00-100.00 None Flat Bar Equal Angle L1 1/2xl 1/2xl/4 A572-50 tnxTower Job Page Purchase 2 Relo COW 4 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Phone:908-323-2513 20VEB008 Designed by FAX:908-323-2525 Ryan M. Schuster, PE Tower No. Mid Girt Mid Girt Mid Girt Horizontal Horizontal Horizonml Elevation of Type Size Grade Type Size Grade Mid It Gins (36 ksi) (50 ksi) T2 100 00-80.00 None Flat Bar A36 Equal Angle L1 1/2xl 1/2xl/4 A572-50 (36 ksi) (50 ksi) T3 80.00-60.00 None Flat Bar A36 Equal Angle LI 1/2x1 1/2x1/4 A572-50 (36 ksi) (50 ksi) T460.00-40.00 None Flat Bar A36 Equal Angle Ll1/2xI 1/2xl/4 A572-50 (36 ksi) (50 ksi) T5 40.00-20.00 None Flat Bar A36 Equal Angle L1 1/2x1 1/2xl/4 A572-50 (36 ksi) (50 ksi) T6 20.00.0 00 None Flat Bar A36 Equal Angle L1 1/2xI 1/2xl/4 A572-50 136 ksi) — (50 ksi) Tower Section Geometry cont'd Tower Secondary Secondary Horizontal Secondary Inner Bracing Inner Bracing Size Inner Bracing Elevation Horizontal Type Size Horizontal Type Grade Grade It T1120.00-100.00 Solid Round A572-50 Solid Round 9/16 A572-50 (50 ksi) (50 ksi) T2 100.00-80.00 Solid Round A572-50 Solid Round 9/16 A572-50 (50 ksi) (50 ksi) T3 80,00-60.00 Solid Round A572-50 Solid Round 9/16 A572-50 (50 ksi) (50 ksi) T4 60.00-40.00 Solid Round A572-50 Solid Round 9/16 A572-50 (50 ksi) (50 ksi) T5 40.00-20.00 Solid Round A572-50 Solid Round 9/I6 A572-50 (50 ksi) (50 ksi) T6 20.00-0.00 Solid Round A572-50 Solid Round 9/16 A572-50 (50 ksi) ��_ _ (50 ksi) Tower Section Geomet cont'd Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mull. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Spacing Diagonals Horizontals Redundants It IF in in in in TI 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 120.00-100.00 (36 ksi) T2 0.00 0.0000 A36 1 1 I 36.0000 36.0000 36.0000 100.00-80.00 (36 ksi) T3 80.00-60.00 0.00 0.0000 A36 1 1 1 36,0000 36.0000 36.0000 (36 ksi) T4 60.0040.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) TS 40.00-20.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) T6 20.00-0.00 0.00 0.0000 A36 1 1 1 36.0000 36.0000 36.0000 (36 ksi) MxTower Job Page Purchase 2 Relo COW 5 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VE B008 FAX 908-323-2515 Ryan M. Schuster, PE Tower Section Geometry cont'd K Factors' _ Tower Calc Calc Legs X K Single Girls Horiz. Sec. Inner Elevation K K Brace Brace Diags Horiz. Brace Single Solid Diags Diags Angles Rounds X X X X X X X it Y Y Y Y Y Y Y T1 No No 1 1 1 1 1 1 I ] 120.00-100.00 1 1 1 ] 1 1 1 T2 No No 1 1 1 1 ] 1 1 1 100.00-80.00 1 1 ] 1 1 1 1 T3 No No 1 1 1 1 1 1 1 1 80.00-60.00 t 1 ] 1 1 1 1 T4 No No 1 1 1 1 1 1 1 1 60.00-40.00 1 1 1 1 1 1 1 T5 No No f 1 1 I ] ] 1 1 40.00-20.00 ] 1 1 1 ] 1 I T6 20.00.0.00 No No 1 1 1 1 ] ] 1 1 __ 'Note:K factors are applied to mem_ber segment lengths.K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length. Tower Section Geometry cont'd Tower Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation fr Net Width U Net Width U Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct in , in in in T1 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 075 120.00-100.001 T2 ! 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 T3 80.00-60.001 0.0000 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 60.00-40.00; 0.0000 1 0.0000 0.75 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T5 40.00-20.06 0.0000 1 0.0000 0.75 0.0000 0.75 0,0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T6 20.00-0.00' 0.0000 1 0.0000 0.75 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Redundant Redundant Redundant Redundant Redundant Vertical Redundant Hip Redundant Hip Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal ft Net Width U Net Width U .Net Width U Net U Net U Net U Net U Deduct Deduct Deduct Width Width Width Width to in in Deduct Deduct Deduct Deduct in in in in T1 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 i 0.0000 0.75 0.0000 0.75 0.6060 0.75 120.00-100.00 T2 0.0000 0.75 0.0000 0.75 0.0000 075 0.0000 0.75 1 0.0000 0.75 0.0000 0.75 0.0000 0.75 100.00-80.00 1 T3 80.00-60.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 T4 60.0040.001 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0 75 1 0.0000 0.75 T5 40.00-20.00' 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0.75 tnxTower Job Page Purchase 2 Relo COW 6 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 client Designed by Phone:908-323-1513 20VEB008 FAX 908-323-2525 Ryan M. Schuster, PE t --_z - agg _- -g - � - - Redundant Hip i Redundant Hip -Tower Redundant Redundant Redundant Redundant Redundant Verticah Elevation Horizontal Diagonal Sub-Diagonal Sub-Horizontal Diagonal j Net Width U Net Width U Net Width U Net U 1 rt I Net I Net U Deduct Deduct Deduct Width Width Width Width in in in Deduct Deduct Deduct Deduct _ __ in in in in T6 20.00-0.00 0.0000 0.75 0.0000 0.75 0.0000 0.75 0.0000 0 75 0.0000 0.75 0.0000 0.75 0.0000 0.75 Tower Section Geometry cont'd Tower Leg Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal Elevation Connection I jt Type Bolt Size No. Bolt Size No. Bolt Size No. Bolt Size No. 1 Bolt Size No. Bolt Size No. Bolt Size No. in in in in in i in in T1 Flange 0.7500 3 0.6250 0 0.6250 0 06250 0 + 0.6250 0 0.6250 0 0.6250 0 120 00-100.00 A325N A325N A325N A325N A325N A325N A325N T2 Flange 0.7500 3 0.6250 0 06250 0 06250 0 0.6250 0 0.6250 0 0.6250 0 100.00-80.00 A325N A325N A325N A325N A325N A325N A325N T3 80.00-60.00 Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 I 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T4 60.00-40.00 Flange 0.7500 3 0.6250 0 0.6250 0 0.6250 0 I 06250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T5 40.00-20.00 Flange 0.7500 3 0.6250 0 I 0.6250 0 0.6250 0 0.6250 0 0.6250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N T6 20.00-0.00 Flange 0.8750 3 0.6250 0 0.6250 0 0.6250 0 0.6250 0 06250 0 0.6250 0 A325N A325N A325N A325N A325N A325N A325N Guy Data Guy Guy Guy Initial % Guy Guy L. Anchor Anchor Anchor End Elevation Grade Size Tension Modulus Weight Radius Azimuth Elevation Fitting Adj. Efficiency ft lb ksi plf rt jt 0 !t % 100,167 EHS A 3/8 1540.00 10% 21000 0.273 116.06 60.00 0.0000 0.00 100% B 3/8 1540.00 10% 21000 0.273 116.06 60.00 0.0000 0.00 100% C 3/8 1540.00 10% 21000 0.273 116.06 6000 0.0000 0.00 100% 80 1667 EHS A 3/8 1540.00 10% 21000 0.273 99.35 6000 0.0000 0.00 100% B 3/8 1540.00 10% 21000 0.273 99.35 6000 0.0000 0.00 100% C 3/8 1540.00 10% 21000 0.273 99.35 60.00 0.0000 0.00 100% 40.1667 EHS A 3/8 1540.00 10% 21000 0273 7118 6000 0.0000 0.00 100% B 3/8 1540,00 10% 21000 0 273 71.18 60.00 0.0000 0.00 100% C 3/8 1540.00 10% 21000 0.273 7118 60,00 0.0000 0.00 100% Guy Data cont'd Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation Type Spread Leg Angle Style Grade Type jt jt MxTower Job Page Purchase 2 Relo COW 7 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX 908-323-2525 Ryan M. Schuster, PE Guy Mount Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Torque-Arm Size Elevation Type Spread Leg Angle Style Grade Type ft It o 100.167 Comer 80.1667 Comer 40.1667 Comer Guy Data cont'd Guy Diagonal Diagonal Upper Diagonal Lower Diagonal Is Pull-Off Pull-Off Type Pull-Off Size Elevation Grade Type Size .Sire Strap. Grade /t _ _ 100.17 A572-50 Solid Round No A572-50 Solid Round 1 1/4 (50 ksi) (50 ksi) 80 17 A572-50 Solid Round No A572-50 Solid Round 1 114 (50 ksi) (50 ksi) 40.17 A572-50 Solid Round No A572-50 Solid Round 1 1/4 (50 ksi) (50 ksi) Guy Data cont'd Guy �— Cable Cable Cable Cable Tower Tower Tower Tower Elevation Weight Weight Weight Weight Intercept Intercept Intercept Intercept A B C D A B C D jt lb lb lb lb /t It ft ft 100,167 3169 31 69 31.69 1.18 1 18 1.18 1 9 sec/pulse 1.9 sec/pulse 1.9 sec/pulse 80.1667 27.12 27.12 2712 0.87 0.87 0.87 1 6 sec/pulse 16 sec/pulse 16 sec/pulse 40 1667 1943 19.43 1943 0.45 0.45 0.45 12 sec/pulse 1.2 sec/pulse 1.2 sec/pulse Guy Data cont'd Torque Arm Pull Oil Diagonal Guy Calc Calc K, Ky K, Ky K. Ky Elevation K K ft Single Solid ____ Angles Rounds 100167 No No 1 1 1 1 80.1667 No No 1 I 1 1 40.1667 No No 1 1 I 1 Guy Data cont'd tnxTower Job Page Purchase 2 Relo COW 8 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 Ryan M. Schuster, PE _ Torque-Arm _ Pull Off _Diagonal _ Guy F Bolt Size_ Number Net Width U Bolt Size Number Net Width U Bolt Size Number Net Width U Elevation in Deduct in Deduct in Deduct /t in in in 100167 0.6250 0 0,0000 0.75 06250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 80.1667 06250 0 0.0000 0.75 0,6250 0 0.0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N 401667 0.6250 0 0.0000 0.75 0,6250 0 0,0000 0.75 0.6250 0 0.0000 0.75 A325N A325N A325N Guy Pressures Guy Guy z q, qe 1- Elevation Location Ice Thickness It if 1,31 I s/ in 100.167 A 50.08 32 6 1.0426 B 50.08 32 6 1.0426 C 50.08 32 6 1.0426 80.1667 A 40.08 31 6 1.0196 B 40.08 31 6 1.0196 C 40.08 31 6 1.0196 40.1667 A 20.08 26 5 0.9516 B 20.08 26 5 0.9516 t 20.08 26 5 0.9516 Guy-Tensioning Information Temperature At Time OI Tensioning OF 2OF OF 6OF so 100F 120F Guy H v Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Intercept Initial Imercepi Elevdion Tension Tension Tension Tension Tension Tension Tension 1, JL v lb lb n lb- _n _ Ib r _1b n _ 1b n _ Ib _n 100.167 A 58.85 100.17 1705 1.07 1650 I'll 1595 1.14 1540 1.18 1485 1.23 1430 1.28 1375 1.33 B 58.85 100.17 1705 L07 1630 LIl 1595 1.14 1510 1.18 1481 1.23 1130 1.28 1375 1.33 C 58.85 100.I7 1705 1.07 1650 ),Il 1595 1.4 1540 1.18 1485 1.23 1430 1.28 1373 1.33 80.1667 A 58.85 80.17 1766 o76 1690 0.79 1615 0.83 1540 0.87 1465 0.91 1390 0.96 1316 1.02 B 58.85 80.17 1766 0.76 1690 0.79 1615 0.83 1540 0.87 1465 0.91 13" 0.96 1316 1.02 C 58.85 80.17 1766 0.76 1690 0.79 1615 0.83 1540 0.87 1465 0.91 1390 0.96 1316 1.02 40,1667 A 58.85 40.17 1990 0.35 1833 0.38 1666 0AI 1540 0.45 1394 0.49 1249 0.55 1104 0.62 B 58.85 40.17 1980 0.35 1833 0.38 1686 0.41 1540 0.45 1394 0.49 1249 0,55 1104 0.62 C 58.85 40.17 I960 0.35 1833 0.38 1666 0.41 1540 0.45� 1394 0.49 1249 0.55 1104 0.62 Feed Line/Linear Appurtenances - Entered As Round Or Flat Description Face Allow Exclude Component Placement Total Number Clear Width or Perimeter Weight or Shield From Type Number Per Row Spacing Diameter Leg Torque ft in in in plj Calculation 2"Hybrid Cable A No No Ar(CaAa) 109.00-0.00 2 2 2,0000 2.0000 2.50 Feed Line/Linear Appurtenances Section Areas MxTower Job Page Purchase 2 Relo COW 9 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 Ran M. Schuster, PE FAX.-908-323-2525 Y Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face It It, /t, it, It, lb TI 120.00-100.00 A 0.000 0 000 3.600 0.000 45.00 B 0.000 0 000 0.000 0.000 0.00 C 0.000 0 000 0 000 0.000 000 T2 100.00-80.00 A 0.000 0 000 8.000 0.000 100.00 B 0.000 0 000 0.000 0.000 0.00 C 0.000 0 000 0.000 0.000 0.00 T3 80.00-60.00 A 0.000 0.000 8.000 0.000 100.00 B 0.000 0 000 0.000 0.000 0.00 C 0.000 0 000 0.000 0.000 0.00 T4 60.00-40.00 A 0.000 0 000 8.000 0.000 100.00 B 0.000 0 000 0.000 0.000 0.00 C 0 000 0 000 0 000 0.000 0.00 T5 40.00-20.00 A 0.000 0 000 8.000 0.000 100.00 B 0-000 0 000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 T6 20.00-0 00 A 0.000 0 000 8 000 0.000 100.00 B 0.000 0 000 0 000 0,000 0.00 C 0 000 0(X in 0 00(' 0 000 000 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Section Elevation or Thickness In Face Out Face Lt---- _ Leg. in lt' fr' t, fir' lb TI 120.00-100.00 A 1.128 0000 0.000 10.449 0.000 132.38 B 0 000 0 000 0.000 0.000 0.00 C 0 000 0.000 0.000 0.000 0.00 T2 100 00-80.00 A 1.106 0 000 0.000 23.070 0.000 290.47 B 0 000 0.000 0.000 0.000 0.00 C 0 000 0.000 0.000 0.000 0.00 T3 80.00-60.00 A 1.078 0.000 0.000 22.885 0.000 285.96 B 0 000 0 000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 T4 60.00-40.00 A L042 0 000 0.000 22.645 0.000 280.14 B 0 000 0.000 0.000 0.000 0.00 C 0.000 0 000 0.000 0.000 0.00 T5 40.00-20-00 A 0.991 0 000 0.000 15.924 0.000 244.76 B 0 000 0 000 0.000 0.000 0.00 C 0.000 0 000 0.000 0.000 0.00 T6 20.00-0.00 A 0.887 0.000 0.000 15.100 0.000 225.23 B 0 000 0 000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.00 Feed Line Center of Pressure Section Elevation CPa CPZ CPX CPZ Ice Ice /t in in in in TI 120.00-100.00 -11589 -0.6969 -1.2529 -0.7313 T2 100.00-80.00 -2.1830 -1.3053 -2.3361 -1.3613 T3 80.00-60.00 -2.1589 -1.2949 -2.3539 -1.3732 T4 60.00-40.00 -2.1144 -1.2615 -2.3512 -1.3703 TS 40.00-20.00 -1.9720 -1.1753 -1.8252 -1.0656 MxTower Job Page Purchase 2 Relo COW 10 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 Ryan M. Schuster, PE Section Elevation CPX CPZ CPX CPZ Ice Ice It in ut to to It, 20 00-0 00 1 8t.4� -1 107: 71) 10489 Shielding Factor Ka Tower Feed Line Description Feed Line K. 1. Section Record No. Segment Elev. No Ice Ice Tl 1 2"Hybrid Cable 100.00- 1.0000 1.0000 109.00 T2 1 2"Hybrid Cable 80.00-100.00 1.0000 1.0000 T3 1 2"Hybrid Cable 60.00-80.00 1.0000 1.0000 T4 1 2"Hybrid Cable 40.00-60.00 1.0000 1.0000 T5 1 2"Hybrid Cable 20.00-40.00 1.0000 1.0000 T6 1 2"H\brid Cable 0.00-20.00 1.0000 1.0000 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAX C,A,t Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft " ft f? lb ft /t NHH-65B-M(w/pipe) A From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) 1.00 1/2"Ice 8.53 7.72 144.84 0.00 1"Ice 9.00 8.55 218.55 NHH-65B-R2B(w/pipe) A From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) -1.00 1/2"Ice 8.53 7.72 144.84 0.00 1"Ice 9.00 8.55 218.55 NHH-65B-R2B(w/pipe) B From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) 1.00 1/2"Ice 8.53 7.72 144.84 0.00 1"Ice 9.00 8.55 218.55 NHH-65B-R2B(w/pipe) B From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) -1.00 1/2"Ice 8.53 7.72 144.84 0.00 1"Ice 9.00 8.55 218.55 NHH-65B-R2B(w/pipe) C From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) 1.00 1/2"Ice 8.53 7.72 144.84 0.00 P Ice 9.00 8.55 218.55 NHH-65B-R2B(w/pipe) C From Leg 1.50 0.0000 109.00 No Ice 8.08 6.77 78.90 (VZN) -1.00 1/2"Ice 8.53 7.72 144.84 0.00 1"Ice 9.00 8.55 218.55 AirScale Dual RRH 4T4R A From Face 0.25 0.0000 104.00 No Ice 2.85 1.74 79.40 132/66a 320W 0.00 1/2"Ice 3.07 1.93 101.75 (VZN) 0.00 1"ice 3.30 2.13 127.35 AirScale Dual RRH 4T4R B From Face 0.25 0.0000 104.00 No Ice 2.85 1.74 79.40 132/66a 320W 0.00 1/2"Ice 3.07 1.93 101.75 (VZN) 0.00 1"Ice 3.30 2.13 127.35 AirScale Dual RRH 4T4R C From Face 0.25 0.0000 104.00 No Ice 2.85 1.74 79.40 MxTower Job Page Purchase 2 Relo COW 11 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 Ran M. Schuster, PE FAX.-908-323-2525 y Description Face Offset Offsets. Azimuth Placement CAA C*A, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, ft' lb ft It B2/66a 320W 0.00 1/2"Ice 3.07 1.93 101.75 (VZN) 0.00 V Ice 3.30 2.13 127.35 AirScale Dual RRH 4T4R A From Face 0.25 0.0000 101.00 No Ice 2.85 1.84 83.80 135/13 320W 0.00 1/2"Ice 3.07 2.03 106.77 (VZN) 0.00 1"Ice 3.30 2.22 133.01 AirScale Dual RRH 4T4R B From Face 0.25 0.0000 101.00 No Ice 2.85 1.84 83.80 B5/13 320W 0.00 1/2"Ice 3.07 2.03 106.77 (VZN) 0.00 V Ice 3.30 2.22 133.01 AirScale Dual RRH 4T4R C From Face 0.25 0.0000 101.00 No Ice 2.85 1.84 83.80 B5/13 320W 0.00 1/2"Ice 3.07 2.03 106.77 (VZN) 0.00 V Ice 3.30 2.22 133.01 RRFDC-3315-PF-48 B From Face 0.25 0.0000 98.00 No Ice 2.51 1.66 37.80 (VZN) 0.00 1/2"Ice 2.71 1.85 61.19 0.00 1"Ice 2.91 2.05 88.18 RRFDC-3315-PF-48 C From Face 0.25 0.0000 98.00 No Ice 2.51 1.66 37.80 (VZN) 0.00 1/2"Ice 2.71 1.85 61.19 0.00 V Ice 2.91 2.05 88.18 Site Pro 1 CWT8 A None 00000 109.00 No Ice 1.68 1.39 84.00 (VZN) 1/2"Ice 1.81 1.67 100.00 1"Ice 2.03 2.00 121.00 Site Pro 1 CWT8 B None 0.0000 109.00 No Ice 1.68 1.39 84.00 (VZN) 1/2"Ice 1.81 1.67 100.00 1"Ice 2.03 2.00 121.00 Site Pro 1 CWT8 C None 0.0000 109.00 No Ice 1.68 1.39 84.00 (VZN) 1/2"Ice 1.81 1.67 100.00 I"Ice 2 03 2.00 121.00 Tower Pressures - No Ice GH=a8s0 Section z KZ q< AG F AF AR A,, Leg CAAA CA AA Elevation a % In Out c Face Face t It ps' Itf a It, ? t� Tl 11000 1.291 38 42.500 A 2.344 8 482 5.000 46.18 3.600 0.000 120.00-100.00 B 2.344 8 482 46.18 0.000 0.000 C 2.344 8.482 46.18 0.000 0.000 T2 9000 1.238 36 42.500 A 2.344 7.935 5.000 48.65 8.000 0.000 100.00-80.00 B 2.344 7.935 48.65 0.000 0.000 C 2 344 7 935 48.65 0.000 0.000 T3 80.00-60 00 7000 1.174 34 42.500 A 2.578 7.739 5.000 48A6 8.000 0.000 B 2.578 7.739 48.46 0.000 0.000 C 2.578 7.739 48.46 0.000 0.000 T4 60.00-40.00 5000 1.094 32 42.917 A 2.318 8.735 5.833 52.78 8 000 0.000 B 2.318 8.735 52.78 0.000 0.000 C 2.318 8.735 52.78 0.000 0.000 T5 40.00-20.00 3000 0.982 29 43.750 A 2.492 10.148 7.500 59.33 8.000 0.000 B 2.492 10.148 59.33 0 000 0.000 C 2.492 10 148 5933 0 000 0.000 0000 000 8 £E 65 OOS L 8vl'01 Z6v Z V OSL Ev 8 Z86 0 00 0£ OO OZ-00'017 Sl 000'0 000'0 8L'ZS 9EL'8 81E'Z D 000 0 000,0 8L"ZS 9EL'8 81£Z a 000'0 000'8 8L'ZS E£8 S S£L'8 SI£Z V L16'Zv 6 1760 1 00'OS 00'OV-000991 000 0 000,0 917 8v 6EL'L 8L5 Z 0000 000,0 9v 8v 6EL'L 8LS Z Et 000'0 000'8 0'80 0009 6EL'L 8L9'Z V OOS'ZV 6 17LI*1 00'OL 0009-00'08£1 000,0 000,0 S9 8v S£61 417E Z D 000,01 000 0 S9 8v S£6'L vvE Z a 00 08-00 001 000 0 000 8 59 8v 000 5 SE6 L vv£Z V OOS Zv 01 8£Z l 00 06 Zl 0000 0000 81 9v Z8v 8 vv£'Z D 000,0 0000 81 9v Z8v'8 vv£Z a 00 001-00 OZI 000'0 009'E 819v 0005 Z8v8 vv£'Z V OOS'Zv OI 16Z'1 00011 ll ei/ J1i rli ri1 a r II U aovd aovg 0 in0 ul % v u0Im4alg `YYO ryr0 gal a"V aV 'Y d !)Y 'b zX z u0poas Os8'0=no eoweS - ajnssaJd JOmOJL 0000 0000 ZL 617 868'LZ 5E7Z 0 0000 0000 ZL 6v 868ZZ 5Ev Z 9 0000 00151 ZL 6v E80 51 868'LZ SEV'Z V ZUS LP 9L88 0 S S8 0 0001 00 0-00 OZ 91 0000 000,0 09 Sv 9Ev"8Z Z6v Z 0000 0000 09 Sv 9Ev 8Z Z60 Z E{ 0000 VZ6'S1 09 517 EOI vl 9£v 8Z Z60 Z V Z90 LV 90660 5 Z86'0 OOOE OO'OZ-OO'Ov Sl 0000 0000 08117 v9Z'8Z 81EZ J 0000 0000 08'Iv v9Z'8Z 81CZ g 0000 Sv9 ZZ 08 IV E 8L Z l v9Z 8Z 81 E Z V 16E 9b bZVO 1 9 0601 00 05 OO Ov-00 09 vl 0000 000,0 SL 6£ E80 8Z 8L5 Z 0000 0000 SL 6E £80 8Z 8LS Z g 0000 588 ZZ SL 6E L81 ZI E80'8Z 8L9 Z V 06090 18LO l 9 VL1 l OO OL 00 09-00 08 El 0000 000'0 EL 6£ 96L 8Z vvEZ D 0000 0000 £L 6E 96L 8Z vv£Z 8 0000 OLO EZ U 6E OLE Z I 96L 8Z vvE Z V S8l 917 5901 1 L 8£Z 1 0006 00 08-00 001 Zt 0000 0000 66 8E 99L'6Z VK Z J 0000 0000 66 8£ 99L 6Z vvE Z E 00 001-00 OZ I 0000 6vv'01 166 8£ ON ZI 99L'6Z vvE Z V 09Z 9v 6LZl l L — l 00 0[l tl 'jir?I �Ji t? Ali a rii r/ 11 � aovg J mo ul % a uouvaalg rYrD `Y"J gal a„Y aY dv d o Y zl w !r�'b z a0v � z uop0as Os8.0=Hq aol y11M - ajnssGJd JGMO.L 0000 0000 19 v9 179L 1 1 S£vZ D 0000 0000 19 179 VSL 1 1 SEv Z H 0000 000'8 19 179 L91 6 v5L I l SEv Z V £85'17v SZ S8 0 0001 00 0-00 OZ 91 zi/ rii zli 41 a 41 !s 11 J! a0vd alvg 3 in0 ul % v UOIJvn313 vYvO "Yr7 8a7 saiv aY fY J °Y b ZX uou0as 3d 'ja;sngoS •W ueAN SZSZ-FZF-806 XYZ J(q peuBlsep 90093AOZ FISZ'FZF-806:auOgd 3uello FF880 fN'uouvga7 ZZ/6Z/LO 96�9£:0 6 UOZUan ZOZ aims'anud aiviodlo�00( eqea 33e10,1d 377`d"OJD Uklsaa aajaylS 9£ 10 U Moo oleN Z asepind JaMD�XZI j 86ed qor MxTower Job Page Purchase 2 Relo COW 13 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 1 Ryan M. Schuster, PE Section - K2 q: F AF Ai., Leg ChAA CAAA Elevation a % In Out Face Face it It e r it Ir 1,,2 It2 B 2.492 10.148 59.33 0.000 0.000 C 2 492 10.148 59.33 0.000 0.000 T6 20.00-0.00 1000 085 7 44 583 A 2.435 I L754 9.167 64.61 8.000 0.000 B 2 435 11 754 6461 0.000 0.000 C 1 2 43> 1 11 7541 1 6461 1 0.000 1 0.000 Tower Forces - No Ice-- Wind Normal To Face Section Add Self F e CF q, DF DR AE w Cirl. Elevation Weight Weight a Face c PSI it lb lb e It' Ib d Tl 4500 779.22 A 0.255 2.423 38 1 1 7 316 685.47 34.27 C 120.00-100.00 B 0.255 2.423 1 1 T316 C 0255 2.423 1 1 7 316 T2 100.00 701.91 A 0.242 2.462 36 1 1 6 970 775 17 38.76 C 100.00-80.00 B 0.242 2.462 1 1 6.970 C 0.242 2.462 l 1 6.970 T3 100.00 690.89 A 0.243 2.459 34 1 1 7 092 743.43 37.17 C 80.00-60.00 B 0.243 2.459 1 1 T092 C 0.243 2.459 1 1 7.092 T4 100.00 832.20 A 0.258 2.415 32 1 1 7.444 707.19 35.36 C 60.00-40.00 B 0.258 2.415 1 1 7.444 C 0.258 2.415 1 1 7.444 T5 10000 1141 88 A 0.289 2.326 29 1 1 8.536 68092 34.05 C 40.00-20.00 B 0.289 2.326 1 1 8.536 C 0.289 2.326 1 1 8 536 T6 20.00-0.00 100.00 154277 A 0.318 2.249 25 1 1 9.544 623.22 31.16 C B 0.318 2.249 1 1 9.544 C 0.318 2.249 1 1 9 544 Sum Weight:1 545.001 5688.861 1 1 1 1 1 1 4215.40 Tower Forces - No Ice - Wind 60 To Face Section Add Sef F CF q. DF DR AE F w Cirl. Elevation Weight Weight a Face Psf t lb lb a It, lb ; Tl 45.00 779.22 A 0.255 2.423 38 0.8 1 6 847 64896 32 45 120.00-100.00 B 0.255 2.423 0.8 1 6.847 C 0.255 2.423 0.8 1 6.847 T2 100.00 70191 A 0.242 2.462 36 08 1 6 501 73962 36 98 100.00-80.00 B 0.242 2.462 0.8 1 6.501 C 0.242 2.462 0.8 1 6.501 T3 100.00 690.89 A 0.243 2.459 34 0.8 1 6 576 706.38 35.32 C 80.00-%00 B 0.243 2.459 08 1 6 576 C 0.243 2.459 0.8 1 6.576 T4 10000 832.20 A 0.258 2.415 32 08 1 6.981 676.71 33.84 C 60.00-40.00 B 0.258 2.415 0.8 1 6.981 C 0.258 2.415 08 1 6 981 T5 100.00 1141.88 A 0189 2.326 29 0.8 1 8 037 652` C MxTower Job Page Purchase 2 Relo COW 14 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE Section Add Self F e CF q. Dr DE AE F w Ctrl. Elevation Weight Weight a Face c psf it lb lb a tt' lb P11 40.00-20.00 B 0.289 2.326 0.8 1 8.037 C 0.289 2.326 0.8 1 8.037 T6 20.00-0.00 100.00 1542.77 A 0.318 2.249 25 0.8 1 9.057 600.06 30.00 C B 0.318 2.249 0.8 1 9.057 C 0.318 2.249 0.8 1 9.057 Sum Weight: 545.00 5688,86 4024.30 Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c Psf it lb lb a It, lb I1 TI 45.00 779.22 A 0.255 2.423 38 0.85 1 6.964 658.09 32.90 C 120.00-100.00 B 0.255 2.423 0.85 1 6.964 C 0.255 2.423 0.85 1 6,964 72 100.00 701 91 A 0.242 2 462 36 0.85 1 6,618 748.50 3743 C 100.00-80.00 B 0.242 2.462 0.85 1 6.618 C 0.242 2.462 0.85 1 6.618 T3 100.00 690.89 A 0.243 2.459 34 0.85 1 6.705 715.64 35.78 C 80.00-60.00 B 0.243 2.459 0.85 1 6.705 C 0.243 2.459 0.85 1 6.705 T4 100.00 832.20 A 0.258 2.415 32 0.85 1 7,097 684.33 34.22 C 60.00-40.00 B 0.258 2.415 0.85 1 T097 C 0.258 2.415 0.85 1 7.097 T5 100.00 1141.88 A 0.289 2.326 29 0.85 1 8.162 659.66 32.98 C 40.00-20.00 B 0.289 2.326 0.85 1 8.162 C 0.289 2.326 0.85 1 8,162 T6 20.00-0.00 100.00 1542.77 A 0.318 2.249 25 0.85 1 9.178 605.85 30.29 C B 0.318 2.249 0.85 1 9.178 C 0.318 2.249 0.85 1 9.178 Sum Weight:1 545.00 1 5688.86 1 1 1 1 4072.08 Tower Forces -With Ice - Wind Normal To Face Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf it lb lb a it, lb P11 Tl 132.38 1720.36 A 0.694 1.776 7 1 1 26.363 341.91 17.10 C 120.00-100.00 B 0.694 1.776 1 1 26.363 C 0.694 1.776 1 1 26.363 T2 290.47 1587.03 A 0.674 1.777 7 1 1 25.178 388.10 19.41 C 100,00-80.00 B 0.674 1,777 1 1 25,178 C 0.674 1.777 1 1 25.178 T3 285.96 1550.30 A 0.665 1.778 6 1 1 24.672 362.40 18.12 C 80.00-60.00 B 0.665 L778 I 1 24.672 C 0.665 1.778 1 1 24.672 T4 280.14 1662.24 A 0.659 1.779 6 1 1 24.440 334.45 16.72 C MxTower Job Page Purchase 2 Relo COW 15 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 1 1 Ryan M. Schuster, PE Section Add Self F e C q, D, DR AE F w Cirl. Elevation Weight Weight a Face c psf t lb lb e t' lb 01 60.00-40.00 B 0.659 1.779 1 1 24.440 C 0.659 1.779 1 1 24.440 T5 24476 1954,73 A 0.657 1.78 5 1 1 24.712 272.07 13.60 C 40.00-20.00 B 0.657 178 1 1 24.712 C 0.657 178 1 1 24.712 T6 20 00-0.00 22523 227069 A 0.638 1.785 5 1 1 23.873 226.86 11.34 C B 0.638 1.785 1 1 23.873 C 0.638 1,785 1 1 23.873 Sum Weight. 1 1458,93 1 10745,35 1 1 1 1 1 1 1 1 1925.79 Tower Forces - With Ice -Wind 60 To Face Section Add Self F e CF 4, DF i)F AE F K Cni Elevation Weight Weight a Face c psf i lb lb a ft, lb ,1l Tl 132 38 172036 A 0.694 1.776 7 08 1 25.894 336.94 16 85 C 120.00-100.00 B 0.694 1.776 0 8 1 25.894 C 0.694 1.776 0 8 1 25.894 T2 290.47 1587.03 A 0.674 1.777 7 0 8 1 24.710 383.34 19.17 C 100.00-80.00 B 0.674 1.777 0 8 1 24.710 C 0.674 1.777 08 1 24.710 T3 285.96 1550.30 A 0.665 1.778 6 08 1 24.157 357.42 17.87 C 80.00-60.00 B 0.665 1.778 08 1 24 157 C 0.665 1.778 0 8 1 24.157 T4 280.14 1662.24 A 0.659 1.779 6 0.8 1 23.976 330.28 16.51 C 60.00-40.00 B 0.659 1.779 0 8 1 23 976 C 0.659 1,779 08 1 23 976 TS 24476 195473 A 0.657 178 5 0 8 1 24.213 268.04 13.40 C 40.00-20.00 B 0.657 1 78 0 8 1 24.213 C 0.657 L78 0 8 1 24.213 T6 20.00-0.00 225.23 2270.69 A 0.638 1.785 5 08 1 23 386 223.45 11 17 C B 0.638 1.785 0 8 1 23.386 C 0.638 1 785 0 8 1 23.386 Sum Weight 145893 10745 35 1 1 1 1 1 1 1 1 1899.46 Tower Forces -With Ice -Wind 90 To Face Section Add Self F e �� D A; F w Ctrl. Elevation Weight Weight a Face c psf Jr lb lb e It, lb III T1 132.38 1720.36 A 0.694 1 776 7 0 85 1 26 01 1 338.18 1691 C 120.00-100 00 B 0.694 1 776 0.85 1 26.011 C 0.694 1.776 0.85 1 26.011 T2 290.47 158703 A 0.674 1.777 7 0.85 1 24.827 384 53 1923 C 100.00-80.00 B 0.674 1.777 0.85 1 24 827 C 0.674 1.777 0 85 1 24 827 T3 28596 1550.30 A 0.665 1 778 6 0 85 1 24.286 358.66 17.93 C MxTower Job Purchase 2 Relo COW Page16 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX 908-323-1525 1 1 Ryan M. Schuster, PE Section Add Self F e CF q, DF Dit AE F' w Cirl. Elevation Weight Weight a Face C psf it lb lb e F lb dr 80.00-60.00 B 0.665 1.778 0.85 1 24.286 C 0.665 1.778 0.85 1 24.286 T4 280 14 1662.24 A 0.659 1.779 6 085 1 24 092 331.32 16.57 C 60 00-40.00 B 0.659 1.779 0.85 1 24.092 C 0.659 1.779 0.85 1 24.092 T5 244.76 1954.73 A 0.657 178 5 0.85 1 24.338 269.05 13.45 C 40.00-20.00 B 0.657 178 0.85 1 24.338 C 0 657 1.78 0.85 1 24.338 T6 20.00-0.00 225.23 2270.69 A 0.638 1.785 5 0.85 1 23.507 224.30 11.22 C B 0,638 1.785 0.85 1 23.507 C 0.638 1.785 0.85 1 23.507 Sum Weight:1 1458.93 1 10745.351 1 1 1 1 1 1 1 1906.05 Tower Forces - Service - Wind Normal To Face Section Add Self F e CF q, DF D,Q A£ F w Ctrl. Elevation Weight Weight a Face C Psf /t 1b lb a h' lb ,1 TI 45.00 779.22 A 0.255 2A23 10 1 1 7.316 183.39 917 C 120.00-100.00 B 0.255 2.423 1 1 7.316 C 0.255 2.423 1 1 7.316 T2 10000 70L91 A 0242 2.462 10 1 1 6.970 207.39 1037 C 100.00-80 00 B 0.242 2 462 1 1 6.970 C 0.242 2 462 1 1 6.970 T3 100-00 690.89 A 0.243 2 459 9 1 1 7.092 198.90 9.94 C 80.00-60.00 B 0.243 2.459 1 1 7.092 C 0.243 2 459 1 1 7.092 T4 10000 832.20 A 0.258 2 415 9 1 l 7.444 189.20 9.46 C 60.00-40.00 B 0.258 2 415 1 1 7.444 C 0.258 2 415 1 1 7.444 T5 10000 1141,88 A 0.289 2326 8 1 1 8.536 182.17 9.11 C 40.00-20.00 B 0.289 2.326 1 1 8.536 C 0.289 2 326 1 1 8.536 T6 20 00-0.00 100.00 1542.77 A 0.318 2.249 7 1 1 9.544 166.74 8.34 C B 0.318 2.249 1 1 9.544 C 0.318 2 249 1 1 9.544 Sum Wei t:1 545.001 5688.861 1 1 1 1 1 f 1 1127.78 Tower Forces - Service - Wind 60 To Face Section Add Se f F CF q, D,F 9; F' u Cirl. Elevation Weight Weight a Face c psf t lb lb a ft, 16 Pff Tl 4500 779.22 A 0.255 2.423 10 0.8 1 6.847 173 62 8.68 C 120 00-100.00 B 0.255 2.423 08 1 6.847 C 0.255 2 423 0 8 1 6.847 T2 10000 70 L91 A 0.242 1 2 462 10 0.8 1 6.501 197.88 9.89 C tnxTower Job Page Purchase 2 Relo COW 17 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster,JPE Section Add Jelj F e CF q, D, Af F w Cirl. Elevation Weight Weight a Face c psf It lb lb e /tt lb ll 100 00-80.00 B 0.242 2 462 8 I 6.501 C 0.242 2.462 0 8 1 6.501 T3 10000 690.89 A 0.243 2A59 9 ri S 1 6.576 188.98 9.45 C 8000-60.00 B 0.243 2.459 1 6.576 C 0 243 2 459 1 6.576 T4 100.00 832.20 A 0.258 2.415 9 0 8 1 6.981 181.05 9.05 C 60.00-40.00 B 0.258 2 415 0 8 1 6.981 C 0.258 2.415 0 8 1 6.981 T5 10000 1141.88 A 0 289 2 326 8 0 8 1 8.037 174.59 8 73 C 40.00-20.00 B 0289 2 326 0 8 1 8.037 C 0289 2 326 0 8 1 8.037 T6 20.00-0.00 10000 1542.77 A 0318 2.249 7 08 1 9 057 160.54 8.03 C B 0 318 2 249 08 1 9.057 C 0 318 2 249 08 1 9 057 Sum Weiuht 1 545 00 1 5688 86 I I I I I 1 1 1076.66 Tower Forces - Service - Wind 90 To Face Section Add Selj F I Ct q,. D. D� Ae F w Ctrl Elevation Weight Weight a Face c psf t lb lb a t' 1b l Tl 45.00 779.22 A 0255 2 423 10 085 1 6 964 17606 880 C 120.00-100.00 B 0255 2.423 0.85 1 6.964 C 0.255 2.423 0.85 1 6.964 T2 100.00 701 91 A 0.242 2 462 10 0 85 I 6.618 200.25 10.01 C 100.00-80.00 B 0242 2.462 0.85 1 6.618 C 0.242 2.462 0.85 1 6.618 T3 100.00 690.89 A 0.243 2 459 9 0.85 1 6.705 191.46 9.57 C 80.00-60.00 B 0.243 2.459 0.85 1 6.705 C 0.243 2.459 0.85 1 6 705 T4 10000 832.20 A 0.258 2 415 9 0.85 1 7.097 183.09 9.15 C 60.00-40.00 B 0.258 2 415 0.85 1 7 097 C 0.258 2 415 085 1 7.097 T5 10000 1141.88 A 0.289 2 326 8 0.85 1 8.162 176.48 8.82 C 40.00-20 00 B 0.289 2.326 0.85 1 8.162 C 0.289 2.326 0.85 1 8.162 T6 20.00-0.00 100.00 1542.77 A 0.318 2.249 7 0.85 1 9.178 162.09 8.10 C B 0.318 2.249 0.85 1 9.178 C 0.318 2 249 085 1 9.178 Sum Weight 1 54500 1 5688.8E 1 1 1 1 1 1 1 1089.44 Force Totals Does not include forces on guys) Load Vertical Sum of Sum of Sum of Torques Case Forces Forces Forces X z lb lb lb kip-It Leg Weight 3597.91 tnxTower Job Page Purchase 2 Relo COW 18 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE Load Vertical Sum of Sum of Sum of Torques Case Forces Forces Forces X z lb lb lb Idtji Bracing Weight 2090.95 Total Member Self-Weight 5688,86 Guy Weight 234.73 Total Weight 7759.19 Wind 0 deg-No Ice 9.27 -5950 19 -0 64 Wind 30 deg-No Ice 2906,11 -5033.53 -0.74 Wind 60 deg-No Ice 4982.88 -2887.58 464 Wind 90 deg-No Ice 5796 16 -9.27 -0.37 Wind 120 deg-No Ice 5139.11 2967.07 0.00 Wind 150 deg-No Ice 2890.05 5024.26 0.37 Wind 180 deg-No Ice -9.27 5759,09 0.64 Wind 210 deg-No Ice -2906.11 5033,53 0.74 Wind 240 deg-No Ice -5148.38 2983.13 0.64 Wind 270 deg-No Ice -5796 16 927 0.37 Wind 300 deg-No Ice -4973 61 -2871.52 0.00 Wind 330 deg-No Ice -2890,05 -5024.26 -0.37 Member Ice 5056,48 Guy Ice 1475.89 Total Weight Ice 16749A9 Wind 0 deg-Ice 1.73 -2314.58 -0.32 Wind 30 deg-Ice 1147,92 -1988.25 -0.37 Wind 60 deg-Ice 1980.82 -1145,62 -0 32 Wind 90 deg-Ice 2292.83 -1.73 -0.18 Wind 120 deg-Ice 2001.89 1155.79 0.00 Wind 150 deg-Ice 1144.92 1986.52 0.18 Wind 180 deg-Ice -1.73 2288,25 0.32 Wind 210 deg-Ice -1147.92 1988.25 0.37 Wind 240 deg-Ice -2003.62 1158.79 0.32 Wind 270 deg-Ice -2292.83 1.73 0.18 Wind 300 deg-Ice -1979.09 -1142.63 0.00 Wind 330 deg-Ice -1144.92 -1986.52 -0 18 Total Weight 7759.19 Wind 0 deg-Service 2.48 -1591.91 -0.17 Wind 30 deg-Service 777.50 -1346.66 -0 20 Wind 60 deg-Service 1333.11 -772.54 -0.17 Wind 90 deg-Service 1550.70 -2.48 -0.10 Wind 120 deg-Service 1374.91 793.80 0.00 Wind 150 deg-Service 773.20 1344 18 0.10 Wind 180 deg-Service -2.48 1540.78 0.17 Wind 210 deg-Service -777.50 1346,66 0.20 Wind 240 deg-Service -1377.39 798.10 0.17 Wind 270 deg-Service -1550.70 248 0.10 Wind 300 deg-Service -1330 63 -768.24 000 Wind 330 de -Service -773.20 -1344.18 Load Combinations Comb Descrilm No. I Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice+1.0 Guy 3 1.2 Dead+1.0 Wind 30 deg-No Ice+1.0 Guy 4 1.2 Dead+1.0 Wind 60 deg-No Ice+1.0 Guy 5 1.2 Dead+1.0 Wind 90 deg-No Ice+1.0 Guy tnxTower Job Page Purchase 2 Relo COW 19 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M.Schuster, PE Comb. Description No._ 6 1.2 Dead+L0 Wind 120 deg-No Ice+1 0 Guy 7 1.2 Dead+1.0 Wind 150 deg-No Ice+1.0 Guy 8 1.2 Dead+1.0 Wind 180 deg-No Ice+1 0 Guy 9 1.2 Dead+1.0 Wind 210 deg-No Ice+1.0 Guy 10 1.2 Dead+1.0 Wind 240 deg-No Ice+1.0 Guy 11 1.2 Dead+1.0 Wind 270 deg-No Ice+1.0 Guy 12 1.2 Dead+1.0 Wind 300 deg-No Ice+1.0 Guy 13 1.2 Dead+1.0 Wind 330 deg-No Ice+1.0 Guy 14 1.2 Dead+1.0 Ice+1.0 Temp+Guy 15 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp+L0 Guy 16 1.2 Dead+1.0 Wind 30 deg+1.O Ice+1.0 Temp+1.0 Guy 17 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp+1.0 Guy 18 1.2 Dead+1,0 Wind 90 deg+1.0Ice+1-0 Temp+1.0 Guy 19 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp+1.0 Guy 20 1.2 Dead+1.0 Wind I50 deg+1.O Ice+1.0 Temp+1.0 Guy 21 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp+1.0 Guy 22 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp+1.0 Guy 23 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp+1.0 Guy 24 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp+1.0 Guy 25 1.2 Dead+1.0 Wind 300 deg+1 0Ice+1.0 Temp+1.0 Guy 26 1.2 Dead+1.0 Wind 330 deg+1.0Ice+1.0 Temp+1.0 Guy 27 Dead+Wind 0 deg-Service+Guy 28 Dead+Wind 30 deg-Service+Guy 29 Dead+Wind 60 deg-Service+Guy 30 Dead+Wind 90 deg-Service+Guy 31 Dead+Wind 120 deg-Service+Guy 32 Dead+Wind 150 deg-Service+Guy 33 Dead+Wind 180 deg-Service+Guy 34 Dead+Wind 210 deg-Service+Guy 35 Dead+Wind 240 deg-Service+Guy 36 Dead+Wind 270 deg-Service+Guy 37 Dead+Wind 300 deg-Service+Guy 38 Dead+Wind 330 deg-Service+Gu% Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. !b t _ kipdt -- - -- - - --- --. TI ]20-100 Leg Max Tension 12 8554.92 0.01 0.01 Max.Compression 10 -12103.05 0.02 -0.01 Max.Mx 5 -440.06 0.15 -0.00 Max My 2 255.69 -0.00 -0.15 Max.Vy 11 -223.68 0.07 -0.00 Max.Vx 2 -224.55 -0.00 0.07 Diagonal Max Tension 8 1141.28 0.00 0.00 Max.Compression 10 -1195.70 0.00 0.00 Max.Mx 3 1057.37 -0.00 0.00 Max My 10 -1136.61 0.00 0.00 Max.Vy 23 3.09 -0.00 0.00 Max.Vx 10 409 0.00 0.00 Horizontal Max Tension 12 566.11 0.00 0.00 Max.Compression 10 -476.89 0.00 0.00 Max.Mx 14 138.27 -0.00 0.00 Max.My 3 3.95 0.00 -0.00 Max.Vy 14 -7.28 0.00 0.00 Max.Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 6 4.29 0.00 0.00 Max.Compression 4 -4.60 0.00 0.00 inxTower Job Page Purchase 2 Relo COW 20 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 Ryan M. Schuster, PE Section Elevation Component Condition Gov Axial Major Axis Minor Axis No. jr Type Load Moment Moment _Comb. lb _ lap ft Max Mx 14 -1.50 -0.00 0.00 Max My 3 444 0.00 -0.00 Max.Vy 14 -7.28 0.00 0.00 Max.Vx 3 0.00 0.00 0.00 Guy A Bottom Tension 9 5205.02 Top Tension 9 5231.80 Top Cable Vert 9 4525.69 Top Cable Norm 9 2624.86 Top Cable Tan 9 7.48 Bot Cable Vert 9 -4453.72 Bot Cable Norm 9 2693.43 Bot Cable Tan 9 45.77 Guy B Bottom Tension 13 5191.79 Top Tension 13 5218.58 Top Cable Vert 13 4514.34 Top Cable Norm 13 2618.05 Top Cable Tan 13 8.05 Bot Cable Vert 13 -4442 37 Bot Cable Norm 13 2686.63 Bot Cable Tan 13 45.20 Guy C Bottom Tension 3 5205.02 Top Tension 3 5231.80 Top Cable Vert 3 4525.69 Top Cable Norm 3 2624.86 Top Cable Tan 3 7.48 Bot Cable Vert 3 -4453.72 Bot Cable Norm 3 2693.43 Bot Cable Tan 3 45.77 Top Guy Pull-Off Max Tension 10 87956 000 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 618.83 0.00 0.00 Max My 3 816.01 0.00 0.00 Max.Vy 14 -8 29 0.00 0.00 Max.Vx 3 -0.00 0.00 0.00 T2 100-80 Leg Max Tension 4 12731.04 0.00 000 Max.Compression 10 -23668.13 0.02 -0.01 Max.Mx 4 9895,72 -0.07 003 Max My 8 9895.71 -0.01 -0.08 Max.Vy 4 -319.14 -0.07 0.03 Max.Vx 8 -346.33 -0.01 -0.08 Diagonal Max Tension 7 64499 0.00 000 Max Compression 10 -1115.68 0.00 0.00 Max.Mx 10 -107.11 -0.00 0.00 Max.My 10 -979.20 0.00 000 Max Vy 22 253 -0.00 0.00 Max Vx 10 -0 10 0.00 000 Horizontal Max Tension 4 1004.71 0.00 0.00 Max.Compression 10 -574.77 0.00 0.00 Max.Mx 14 33779 -0.00 000 Max My 3 296.38 0.00 -0.00 Max.Vy 14 -7.17 0.00 000 Max Vx 3 -0 00 0.00 0.00 Top Girt Max Tension 12 257.03 0.00 000 Max.Compression 1 0.00 0.00 000 Max Mx 14 16205 -0.00 0.00 Max.My 3 142.06 0.00 -0.00 Max Vy 14 -7 17 0.00 000 Max Vx 3 0.00 0.00 000 Guy A Bottom Tension 9 4379A2 Top Tension 9 4401.02 Top Cable Vert 9 3563.94 tnxTower Job Page Purchase 2 Relo COW 21 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VE B008 FAX-908-323-2525 1 1 Ryan M. Schuster, PE Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. jt Type Load Moment Moment Comb..--._!b lap[t _ kip ft Top Cable Norm 9 2582.09 Top Cable Tan 9 9.76 Bot Cable Vert 9 -3502.48 Bot Cable Norm 9 2628.87 Bot Cable Tan 9 31.80 Guy B Bottom Tension 13 4368.61 Top Tension 13 4390.21 Top Cable Vert 13 3555.27 Top Cable Norm 13 2575.64 Top Cable Tan 13 1025 Bot Cable Vert 13 -3493.80 Bot Cable Norm 13 2622.43 Bot Cable Tan 13 31.32 Guy C Bottom Tension 3 4379.42 Top Tension 3 4401.02 Top Cable Vert 3 3563.94 Top Cable Norm 3 2582.09 Top Cable Tan 3 9.76 Bot Cable Vert 3 -3502.48 Bot Cable Norm 3 2628.87 Bot Cable Tan 3 31.80 Top Guy Pull-Off Max Tension 10 1058.92 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 824.94 0.00 0.00 Max.My 9 962.76 0.00 0.00 Max.Vy 14 8.19 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 T3 80-60 Leg Max Tension 4 9894.35 -0.02 0.01 Max.Compression 10 -23669.50 -0.02 0.00 Max.Mx 4 9892.96 0.04 -0.01 Max.My 8 9892.95 0.01 0.04 Max.Vy 4 -318.15 -0.02 0.01 Max.Vx 8 -344.97 0.00 -0.02 Diagonal Max Tension 3 434.03 0.00 0.00 Max.Compression 10 -983.75 0.00 0.00 Max.Mx 10 -878.57 -0.00 0.00 Max.My 3 -145.87 -0.00 -0.00 Max.Vy 22 2.47 -0.00 0.00 Max.Vx 3 -0.10 0.00 0.00 Horizontal Max Tension 13 1038.23 0.00 0.00 Max.Compression 10 -256.18 0.00 0.00 Max.Mx 14 557.34 -0.00 0.00 Max.My 9 554.55 0.00 -0.00 Max.Vy 14 7.02 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 Top Girt Max Tension 12 667.27 0.00 0.00 Max.Compression 10 -196.58 0.00 0.00 Max.Mx 14 270.90 -0.00 0.00 Max.My 9 28406 0.00 -0.00 Max.Vy 14 7.02 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 Bottom Girt Max Tension 3 451.06 0.00 0.00 Max.Compression 2 -61.72 0.00 0.00 Max.Mx 14 288.55 -0.00 0.00 Max.My 9 330.37 0.00 -0.00 Max.Vy 14 7.02 0.00 0.00 Max Vx 9 -0.00 0.00 0.00 T4 60-40 Leg Max Tension 4 5096.29 0.01 -0.00 Max.Compression 10 -25073.63 0.01 -0.01 Max.Mx 11 3408.69 0.09 0.00 Max.My 2 1167.62 0.02 0.10 tnxTower Job Page Purchase 2 Relo COW 22 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 Ran M. Schuster, PE FAX. 908-323-2525 y Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment _ - Comb. lb Max Vy 11 578.91 0.09 0.00 Max.Vx 2 545.38 0.02 0.10 Diagonal Max Tension 10 382.94 0.00 0.00 Max.Compression 2 -906.66 0.00 0.00 Max.Mx 10 -481.87 -0.00 0.00 Max.My 9 -624.75 -0.00 0.00 Max.Vy 16 2.33 -0.00 -0.00 Max.Vx 9 -0.14 -0.00 0.00 Horizontal Max Tension 9 771.03 0.00 0.00 Max.Compression 10 -231.34 0.00 0.00 Max.Mx 14 444.55 -0.00 0.00 Max.My 9 475.96 0.00 -0.00 Max.Vy 14 6.84 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 Top Girt Max Tension 13 376.61 0.00 0.00 Max.Compression 10 -42.23 0.00 0.00 Max.Mx 14 222.37 -0.00 0.00 Max.My 9 236.38 0.00 -0.00 Max.Vy 14 6.84 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 Guy A Bottom Tension 8 2917.35 Top Tension 8 2928.29 Top Cable Vert 8 166C05 Top Cable Norm 8 2409.52 Top Cable Tan 8 0.16 Bot Cable Vert 8 -1628.87 Bot Cable Norm 8 2420.27 Rot Cable Tan 8 0.16 Guy B Bottom Tension 12 2915.94 Top Tension 12 2926.87 Top Cable Vert 12 1663.25 Top Cable Norm 12 2408.36 Top Cable Tan 12 0.00 Bot Cable Vert 12 -1628.08 Bot Cable Norm 12 2419.10 Bot Cable Tan 12 0.00 Guy C Bottom Tension 4 2917.35 Top Tension 4 2928.29 Top Cable Vert 4 1664.05 Top Cable Norm 4 2409.52 Top Cable Tan 4 0.16 Bot Cable Vert 4 -1628.87 Bot Cable Norm 4 2420.27 Bot Cable Tan 4 0.16 Top Guy Pull-Off Max Tension 23 1295.58 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 1137.83 0.00 0.00 Max.My 9 941.88 0.00 0.00 Max.Vy 14 -7.93 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 T5 40-20 Leg Max Tension 4 3475.58 Hi 0.00 Max.Compression 10 -25076.51 -0.08 0.01 Max.Mx 11 3405.12 -0.10 -0.02 Max.My 8 3472.68 0.03 0.10 Max.Vy 11 578.25 -0.00 -0.01 Max.Vx 2 544.89 -0.01 0.01 Diagonal Max Tension 4 530.62 0.00 0.00 Max.Compression 10 -1145.58 0.00 0.00 Max.Mx 22 -304.70 -0.00 0.00 Max.My 9 -731.03 -0.00 0.00 Max.Vy 22 2.15 -0.00 0.00 tnxTower Job Page Purchase 2 Relo COW 23 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,S,dte 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE Component Alinor,lxis No. jt Type Load Moment Woment Max.Vx 9 Horizontal Max Tension 9 447.82 0.00 0.00 Max.Compression 10 -1.97 000 0.00 Max.Mx 14 371.56 -0.00 0.00 Max.Vy 14 6.57 0.00 0.00 Max.Vx 9 -0.00 000 000 Top Girt Max Tension 11 399.12 0.00 000 Max.Compression 10 -77.36 0.00 0.00 Max.Mx 14 247.93 -0.00 0.00 Max.Vy 14 6.57 0.00 0.00 Max.Vx 9 -0.00 0.00 0.00 Bottom Girt Max Tension 23 196.31 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 183.05 -0.00 0.00 Max Vy 14 6.57 000 0.00 Max Vx 3 -0.00 0.00 0.00 T6 20-0 Leg Max Tension 1 0.00 0.00 0.00 Max.Compression 10 -13158.29 -0.06 0.00 Max Mx 3 -8270.85 411 -0.02 Max.My 8 -7521.05 -0.05 -0.09 Max.Vy 10 334.37 -0.00 -0.00 Max.Vx 2 345.96 -0.00 -0.01 Diagonal Max Tension 10 372.01 0.00 0.00 Max.Compression 10 -737.80 0.00 0.00 Max.Mx 21 -145.52 -0.00 0.00 Max.My 9 -648.72 -0.00 0.00 Max.Vy 25 1.90 -0.00 -0.00 Max.Vx 9 -0.20 400 0.00 Horizontal Max Tension 25 297.38 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 288.28 400 0.00 Max Vy 14 -6.07 0.00 0.00 Max Vx 3 -0.00 0.00 0.00 Top Girt Max Tension 10 174.10 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 146.69 -0.00 0.00 Max Vy 14 -6.07 000 0.00 Max.Vx 3 -0.00 0.00 0.00 Bottom Girt Max Tension 17 102.41 0.00 0.00 Max.Compression 1 0.00 0.00 0.00 Max.Mx 14 9709 -0.00 0,00 Max Vy 14 -6.07 0.00 0.00 Max.Vx 2 -0.00 0.00 0.00 Base Beam Max Tension 19 151.09 -11.89 -0.00 Max.Compression 8 -19.42 0.03 0.00 Max.Mx 17 -10493.58 -12.10 0.09 Max My 3 -8270.86 -9.53 0.26 Max.Vy 17 -10493.58 -12.10 0.09 Max Vx 3 22866 453 026 Maximum Reactions Location Condition Gov Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. _ Guy C @ 60 ft Max Vert 10 -446.59 -197.52 114.00 Elev 0 ft tnxTower Job Page Purchase 2 Relo COW 24 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 Ran M. Schuster, PE FAX.-908-323-2525 Y Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb _ C_omb. Azimuth 240 deg Max.H. 10 -446.59 -197.52 114.00 Max H. 3 -9582,32 -6657.60 3948.26 Min.Vert 3 -9582.32 -6657.60 3948.26 Min.H. 5 -9550.67 -6726.64 3781.04 Min.H. 10 -446 59 -197.52 114.00 Guy B C3a 60 ft Max.Vert 6 -448.82 198.90 114.84 Elev 0 ft Azimuth 120 deg Max.H. 11 -9560 36 6733.48 3784.62 Max.H. 13 -9560 36 6644.32 3939.06 Min Vert 13 -9560 36 6644.32 3939,06 Min.H. 6 -448.82 198.90 114.84 Min.H, 6 -448.82 198.90 114.84 Guy A @ 60 ft Max.Vert 2 -446.59 -0.03 -228.05 Elev 0 ft Azimuth 0 deg Max H. 24 -4324.06 16T61 -3979.12 Max.H. 2 -446.59 -0.03 -228.05 Min Vert 9 -9582.32 9049 -7739.78 Min.H. 18 -4319 18 -167.53 -3975.65 Min.H, 9 -9582.32 90-49 -7739.78 Mast Max.Vert 25 31432.85 39.33 22.71 Max.H. 7 2469764 156.54 -45.63 Max H. 11 24737 17 -48.84 162.17 Max.M. 1 0.00 -3.20 -1.85 Max.M. 1 0.00 -320 -1.85 Max Torsion 3 0.66 -121.77 -126.21 Min.Vert 1 18023.44 -3.20 -1.85 Min.H. 9 24762.00 -170.18 -42.35 Min.H. 2 26260.94 -2.71 -187.06 Min M. 1 000 -3.20 -L85 Min.M. 1 0.00 -3.20 -1.85 Min.Torsion 9 -0 66 -170.18 -42.35 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb lap-ft lap/1 Idp Jt Dead Only 1802344 3.20 1.85 0.00 0.00 000 1.2 Dead+1.0 Wind 0 deg-No 26260.94 2.71 187.06 0.00 0.00 458 Ice+1.0 Guy 1.2 Dead+1.0 Wind 30 deg-No 24762.00 12 L77 126.21 0.00 0.00 -0.66 Ice+1.0 Guy 1.2 Dead+1.0 Wind 60 deg-No 22617.34 135.48 -69 16 0.00 0.00 -0.59 Ice+1.0 Guy 1.2 Dead+1.0 Wind 90 deg-No 24697.64 -38.75 -158.38 0.00 0.00 -0.35 Ice+1.0 Guy 1.2 Dead+1.0 Wind 120 deg- 26194,61 -151.36 -87.39 0.00 0.00 0.00 No Ice+1.0 Guy 1.2 Dead+1.0 Wind 150 deg- 24697.64 -156.54 45.63 0.00 0.00 0.35 No Ice+1.0 Guy 1.2 Dead+1 0 Wind 180 deg- 22617.34 785 151,91 0.00 0.00 0.59 No Ice+1.0 Guy 1.2 Dead+1.0 Wind 210 deg- 24762.00 170.18 42.35 0.00 0.00 0.66 No Ice+1.0 Guy tnxTower Job Page Purchase 2 Relo COW 25 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone 908-323-2513 20VEB008 FAX.908-323-2525 Ryan M. Schuster, PE Load Vertical Shear, Shear; Overturning Overturmng -77rque Combination Moment,A Moment,M, _ lb lb lb _ laprt- P_r�- - -lap ft--- L2Dead+1.0 Wind 240 deg- 26260.95 163 36 -9119 0.00 0.00 0.58 No Ice+1,0 Guy L2 Dead+1 0 Wind 270 deg- 24737.17 48 84 -162 17 0.00 0.00 0.35 No Ice+l 0 Guy 1.2 Dead+1,0 Wind 300 deg- 2260762 -127.78 -73.77 0.00 0.00 0.00 No Ice+1.0 Guy 1.2 Dead+1.0 Wind 330 deg- 2473T 17 -116.02 123.38 0.00 0.00 -0.35 No Ice+1.0 Guy 1.2 Dead+1.0 Ice+1.0 30629.73 873 5.04 0.00 0.00 0.00 Temp+Guy 1.2 Dead+1.0 Wind 0 deg+1.0 30959.73 864 -115.99 000 0.00 -0.29 Ice+1.0 Temp+1.0 Guy 12 Dead+1 0 Wind 30 deg+1.0 31243.53 31 65 -74.47 000 0.00 -0.30 Ice+1 0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 60 deg+1.0 31429.22 5702 -21.87 000 0.00 -0.29 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 90 deg+1 0 3124252 8996 25.94 0.00 0.00 -0.19 Ice+1.0 Temp+1 0 Guy 1.2 Dead+1.0 Wind 120 30962,83 11398 65.80 0.00 0.00 0.00 deg+1 0 Ice+1.0 Temp+1 0 Guy 1.2 Dead+1.0 Wind 150 3124252 6745 64 94 000 0.00 0.19 deg+1 0 Ice+1.0 Temp+1 0 Guy 1.2 Dead+1.0 Wind 180 31429.22 957 60.32 0.00 0.00 0.29 deg+1 0Ice+1.0 Temp+1 0 Guy 1.2 Dead+1.0 Wind 210 31243,53 -48 67 64.65 0.00 0.00 0.30 deg+1 0 Ice+1 0 Temp+1 0 Guy 1.2 Dead+1.0 Wind 240 30959.73 -96 13 65.48 0.00 0.00 0.29 deg+1 0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 270 3124572 -72.04 25.13 0.00 0.00 0.19 deg+1 0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 300 31432.85 -39.33 -22.71 0.00 0.00 0.00 deg+1 0 Ice+1.0 Temp+1.0 Guy 1.2 Dead+1.0 Wind 330 31245.72 -14.26 -74.95 0.00 0.00 -0.19 deg+1.0Ice+1.0 Temp+l 0 Guy Dead+Wind 0 deg- 18081 58 2.92 -73.10 000 0.00 -0 16 Service+Guy Dead+Wind 30 deg- 18096.95 37.12 -59.06 0.00 0.00 -0.18 Service+Guy Dead+Wind 60 deg- 18110.22 61.71 -31.54 0.00 0.00 -0.16 Service+Guy Dead+Wind 90 deg- 18096.93 73.47 3.28 0.00 0.00 -0.10 Service+Guy Dead+Wind 120 deg- 18081,71 68.59 39.60 0.00 0.00 0.00 Service-Guy Dead+Wind 150 deg- 18096,93 39.57 61 98 0.00 0.00 0.10 Service+Guy Dead+Wind 180 deg- 18110.22 3.54 69.22 0.00 0.00 0.16 Service+Guy Dead+Wind 210 deg- 18096.95 -32.59 61.68 0.00 0.00 0.18 Service+Guy Dead+Wind 240 deg- 18081.58 -61 85 39.08 000 0.00 0.16 Service+Guy Dead+Wind 270 deg- 18096.92 -67 01 2.66 0.00 0.00 0.10 Service+Guy Dead+Wind 300 deg- 181 10-18 -55.56 -32.08 000 0.00 0.00 Service+Guy Dead+Wind 330 deg- 18096.92 -31.20 -59.37 000 0.00 -0.10 Service+GuZ tnxTower Job Page Purchase 2 Relo COW 26 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 101 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-1513 20VEB008 Ran M. Schuster, PE FAX.-908-323-1525 y Solution Summary �rurr o/�l/,1,hrd 1-„,r awn nl kru nrnn Load PX PY PZ PX I) PZ %Error Comb. lb lb lb lb lb lb 1 -0.00 -7759.18 -0.00 -0.12 7759.18 -0.07 0.002% 2 9.27 -9286.09 -6561.59 -9.27 9286.07 6559.13 0.022% 3 3211.54 -9264.08 -5562.54 -3211.77 9264.06 5561.00 0.014% 4 5512.37 -9242.06 -3193.27 -5512,14 9242.05 3192.47 0.007% 5 6407.01 -926408 -9.27 -6405,82 9264.06 10.22 0.014% 6 5668.59 -9286.09 3272.76 -5666.50 9286.07 -3271.55 0.021% 7 3195.48 -9264.08 5553.27 -3194.06 9264.06 -5552.72 0.014% 8 -9.27 -9242.06 6370.49 8.69 9242.05 -6369.89 0.007% 9 -3211.54 -9264.08 5562.54 3210.08 9264.06 -5561.98 0.014% 10 -5677.86 -9286.09 3288.82 5675.73 9286.07 -3287.59 0.022% 11 -6407.01 -9264.08 9.27 6405.80 9264.06 -8.31 0.014% 12 -5503.09 -9242.06 -3177.21 5502.58 9242.05 3176.92 0.005% 13 -3195.48 -9264.08 -5553.27 3195.71 9264.06 5551.74 0.014% 14 -0.00 -18254.33 -0.00 -0.57 18254.33 -0.33 0.004% 15 1.73 -18280.14 -3045.66 -1.74 18280.14 3044.99 0.004% 16 1513.15 -18254.33 -2620.85 -1513,12 18254.33 2620.31 0.003% 17 2613.95 -18228.53 -1511.17 -2613.48 18228.52 1510.85 0.003% 18 3023.30 -18254.33 -1.73 -3022,84 18254.33 1.95 0.003% 19 2635.02 -18280.14 1521.33 -2634.46 18280.14 -1521.01 0.004% 20 1510.15 -18254.33 2619.12 -1509.73 18254.33 -2618.84 0.003% 21 -1.73 -18228.53 3019.33 1.69 18228.52 -3018.76 0.003% 22 -1513.15 -18254.33 2620.85 1512.69 18254.33 -2620.56 0.003% 23 -2636.76 -18280.14 1524.33 2636.17 18280.14 -1524.00 0.004% 24 -3023.30 -18254.33 1.73 3022.82 18254.33 -1.49 0.003% 25 -2612.22 -18228.53 -1508.17 2611.73 18228.52 1507.88 0.003% 26 -1510.15 -18254.33 -2619.12 1510.12 18254.33 2618.59 0.003% 27 2A8 -7765.07 -1755.48 -2A8 7765.07 1755.18 0.004% 28 859.21 -7759.18 -1488.20 -859.17 7759.18 1487.89 0.004% 29 1474.77 -7753.29 -854.32 -1474.43 7753.29 854.12 0.005% 30 1714.12 -7759.18 -2.48 -1713.84 7759.18 2.59 0.004% 31 1516.57 -7765.07 875.59 -1516.31 7765.07 -875.44 0.004% 32 854.91 -7759.18 1485.71 -854.67 7759.18 -1485.53 0.004% 33 -2.48 -7753.29 1704.35 2.47 7753.29 -1703.96 0.005% 34 -859.21 -7759.18 1488.20 858.96 7759.18 -1488.01 0.004% 35 -1519.05 -7765.07 879.89 1518.79 7765.07 -879.74 0.004% 36 -1714.12 -7759.18 2.48 1713.84 7759.18 -2.36 0.004% 37 -1472.29 -7753.29 -850.03 1471.95 7753.29 849.83 0.005% 38 -854.91 -7759.18 -1485.71 854.87 7759.18 1485.41 0.004% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Ci cles Tolerance Tolerance I Yes 6 0.00000001 0.00000001 2 Yes 31 0.00010797 0.00011301 3 Yes 30 0.00010315 0.00011767 4 Yes 18 0.00000001 0.00013293 5 Yes 30 0.00000001 0.00011632 6 Yes 31 0.00010717 0.00011204 7 Yes 30 0.00000001 0.00011633 8 Yes 18 0.00000001 0.00013293 9 Yes 30 0.00010316 0.00011768 10 Yes 31 0.00010798 0,00011301 MxTower Job Page Purchase 2 Relo COW 27 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE 11 Yes 30 0.00010261 0.00011712 12 Yes 18 0.00000001 0,00011223 13 Yes 30 0.00010261 0.00011711 14 Yes 6 0.00000001 0,00001930 15 Yes 16 0.00000001 0.00013081 16 Yes 19 0.00000001 0.00010943 17 Yes 18 0.00000001 0.00011759 18 Yes 19 0,00000001 000010215 19 Yes 16 0.00000001 0.00012609 20 Yes 19 0,00000001 0.00010215 21 Yes 18 0,00000001 0.00011759 22 Yes 19 000000001 0.00010943 23 Yes 16 0.00000001 0.00013081 24 Yes 19 0.00000001 0.00010765 25 Yes 18 0.00000001 0.00011776 26 Yes 19 000000001 0.00010765 27 Yes 14 0.00000001 000011202 28 Yes 14 0.00000001 0.00011260 29 Yes 13 0.00000001 0.00013636 30 Yes 14 0.00000001 0.00011030 31 Yes 14 0.00000001 000011078 32 Yes 14 0.00000001 0.00011030 33 Yes 13 0.00000001 0.00013636 34 Yes 14 0.00000001 0.00011260 35 Yes 14 0,00000001 0.00011202 36 Yes 14 0.00000001 0.00011200 37 Yes 13 0,00000001 0.00013640 18 Yes 14 000000001 0.00011200 Maximum Tower Deflections - Service Wind -� Section Elevation Horz. Gov. Tilt Twist No. Deflection Load it in Comb. o ° Tl 120-100 2.010 37 0.1759 0.0919 T2 100-80 1.280 37 0.1618 0.0906 T3 80-60 0.703 37 0.1059 0.0852 T4 60-40 0.379 27 0.0570 0.0732 T5 40-20 0.196 27 0.0300 0.0539 T6 20-0 0.096 31 0.0226 0.0293 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature - --- Comb.- in - - G -_ _� 109.00 NHH-65B-R2B(w/pipe) 37 1.599 0.1725 0.0915 57259 104.00 AirScale Dual RRH 4T4R 132/66a 37 1.419 0.1679 0.0911 39365 320W 10100 AirScale Dual RRH 4T4R 135/13 37 1.314 0.1635 0.0907 33105 320W 100.17 Guy 37 1.286 0.1621 0.0906 31684 98.00 RRFDC-3315-PF48 37 1.213 0.1578 0.0903 28457 80.17 Guy 37 0.707 0.1064 0.0853 16065 40.17 Gur _ 27 0197 0.0301 0.0541 47284 MxTower Job Purchase 2 Relo COW Page28 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Vedzon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX 908-323-2525 1 Ryan M. Schuster, PE Maximum Tower Deflections - Design Wind Stum l.lrrdmui /lur_ 6"1 1d! luN No. Deflection Load !t in Comb. o ° Tl 120-100 13.386 10 1.0572 0.3377 T2 100-80 8.986 10 1.0032 0.3326 T3 80-60 5.221 10 0.7476 0.3130 T4 60-40 2.734 2 04547 0.2696 TS 40-20 1.267 2 0.2322 0.1989 T6 20-0 0.549 2 0.1418 0.1084 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature R Comb. in o o it 109.00 NHH-65B-R2B(w/pipe) 10 10.930 1.0469 0.3359 15319 104.00 AirScale Dual RRH 4T4R B2/66a 10 9,838 1.0286 0.3343 10528 320W 101.00 AirScale Dual RRH 4T4R B5/13 10 9.197 1.0106 0.3331 8731 320 W 100.17 Guy 10 9.021 1.0044 0.3326 8275 98.00 RRFDC-3315-PF-48 10 8.567 0.9861 0.3314 7160 80.17 Guy 10 5.248 0.7501 0.3132 3260 40.17 Gu) 2 1276 0.2334 0.1996 5629 Bolt Design Data Section Elevation 'Component Bolt xBoltSi<e Number Maximum Allowable Rapo Allowable Criteria No. Type Grade Of Load Load Load Ratio It in Bolts per Bolt per Bolt Allowable Ib lb T1 120 Leg A325N 0.7500 3 0.23 30101.40 0 000 1 Bolt Tension T2 100 Leg A325N 0,7500 3 181694 30101.40 0 060 I Bolt Tension T3 80 Leg A325N 0.7500 3 3298 12 30101.40 0.110 1 Bolt Tension T4 60 Leg A325N 07500 3 229585 3010140 0.076 I Bolt Tension T5 40 Leg A325N 0.7500 3 2786.28 30101,40 0.093 I Bolt Tension T6 20 Leg A325N 0.8750 3 146203 41556.00 0.035 1 Bolt Tension Guy Design Data MxTower Job Page Purchase 2 Relo COW 29 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone 908-323-2513 20VEB008 FAX 908-323-2525 Ryan M. Schuster, PE Section Elevation Size Initial Breaking Actual Allowable Required Actual No. Tension Load T. OT S.F. SF ft lb lb lb lb T1 100.17(A) 3/8 EHS 1540,00 15399.96 5231.80 9240.00 1.000 1.766 Poo (579) 100.17(B) 3/8 EHS 1540.00 1539996 5218.58 9240.00 1.000 1 (578) 771 100.17(C) 3/8 EHS 1540.00 1539996 5231.80 9240.00 1.000 1 (577) .766 T2 80.17(A) 3/8 EHS 1540,00 15399,96 4401.02 9240.00 1.000 2 100 (582) 80.17(B)(581) 3/8 EHS 1540,00 15399.96 4390.21 9240.00 1 000 2.105 80.17(C)(580) 3/8 EHS 1540.00 1539996 4401.02 9240.00 1.000 2.100 T4 40.17(A) 3/8 EHS 1540,00 1539996 2928.29 9240.00 1.000 3 (585) .155 40.17(B)(584) 3/8 EHS 1540.00 1539996 2926.87 9240.00 1 000 3.157 f✓ 40.17(C)(583) 3/8 EHS 154000 1539996 2928.29 9240.00 1.000 3.155 Compression Checks Leg Design Data (Compression) Section Elevation Size L L� KlIr A Mast P. 0P„ Ratio No. Stability Pe Jt ft ft in' Index lb lb V. TI 120-100 1 1/2 20.00 1.97 62.9 1.7672 1.00 -12103.10 59527.60 0.203' K=1.00 ✓ T2 100-80 1 1/2 20.00 1.97 62.9 1.7672 1.00 -23668.10 59527.60 0.398' K=1.00 T3 80-60 1 1/2 20.00 1.97 62.9 1.7672 1.00 -23669.50 59527.60 0.398' K=1.00 ✓ T4 60-40 1 3/4 20.00 1.97 53.9 2.4053 1.00 -25073.60 87494.00 0.287' K=1.00 V T5 40-20 21/4 20.00 1.97 42.0 3.9761 0.99 -25076.50 155117.00 0.162' K=1.00 T6 20-0 2 3/4 20.00 1.97 34.3 5.9396 0.95 -13158.30 233100.00 0.056' K=1.00 P. /OP.controls Diagonal Design Data (Compression) Section Elevation Size L L� Kl/r A P� Op Ratio No. p� ft ft ft in' - !b OP - -- -- 1195.70 -11846.00 0.1011 Tl 120-100 314 2.80 1.31 84.1 0.4418 K=1.00 e tnxTower Job Purchase 2 Relo COW Page 30 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX 908-323-1525 Ryan M. Schuster, PE Section Elevation c L L� Kln A P. OP, Ratio No P� ft ft ft in' lb lb OP, T2 100-80 5/8 2.80 1.31 101.0 0.3068 -1115.68 6550.49 0.170 K=1.00 `/ T3 80-60 5/8 2.80 1.31 101.0 0.3068 -983.75 6550.49 0.150' K=1.00 `/ T4 60-40 5/8 280 1.30 99.9 0.3068 -906.66 6659.31 0.136' K=1.00 `/ T5 40-20 5/8 2.80 1.27 97.6 0.3068 -1145 58 687860 0.167' K=1.00 V T6 20-0 518 2.80 1.24 95.4 0.3068 -737 80 709988 0 104' K=1.00 P. /OP.controls Horizontal Design Data (Compression) Section Elevation Size L L� KPr A P� OP, Ratio No. P� ft ft ft in' lb lb OP. Tl 120-100 Ll 1/2x1 1/2x1/4 2.00 1.88 77 1 0.6875 -476.89 25462.00 0.019' K=1.00 V T2 100-80 Ll 1/2xl 1/2xl/4 2.00 1 88 77.1 06875 -574.77 25462.00 0.023' K=1.00 V T3 80-60 LI 1/2xl 1/2x1/4 2.00 1.88 77.1 0.6875 -409.97 25462,00 0.016' K=1.00 Y T4 60-40 LI1/2x11/2xl/4 2.00 1.85 76.2 06875 -434.29 25659.00 0.017' K=1.00 V T5 40-20 LI1/2x11/2x1/4 2.00 1.81 74.5 0.6875 -434.34 26046.30 0.017' K=1.00 V T6 20-0 LI1/2x11/2xl/4 2.00 1.77 728 06875 -227.91 26424.90 0.009' K=1.00 'P. /OP controls Top Girt Design Data (Compression) Section Elevation Size L L„ KLr A P. OP. Ratio No. P. ft ft ft in' lb lb Apr Tl 120-100 Ll 1/2x1 1/2xl/4 2.00 1.88 77.1 0.6875 4.60 25462.00 0.000' K=1.00 (/ T2 100-80 Ll 1/2xl 1/2xl/4 2.00 1.88 77.1 0.6875 -409.94 25462.00 0.016' K=1.00 `/ T3 80-60 Ll 1/2x1 1/2xl/4 2.00 1.88 77.1 0.6875 -409.97 25462.00 0.016' K=1.00 `/ T4 60-40 Ll 1/2x11/2xl/4 2.00 1.85 76.2 0.6875 -434.29 25659.00 0.017' K=1.00 V TS 40-20 LI1/2x11/2xl/4 2.00 1.81 74.5 0.6875 -434.34 26046.30 0.017' MxTower Job Page Purchase 2 Relo COW 31 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Vedzon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 1 1 Ryan M. Schuster, PE Section Elevation Size L L KUr A P. OP Ratio No. P ft ft ft in' lb lb pp� K=1.00 T6 20-0 Ll1/2x11/2xl/4 2.00 1.77 72.8 0.6875 -227.91 26424.90 0.009' K=1.00 (/ P /OP.controls Bottom Girt Design Data (Compression) Section Elevation Size L L. KUr A P� OP. Ratio No. P. ft ft ft in' lb lb -tp� T3 80-60 Ll 1/2x11/2xl/4 200 1.88 771 0.6875 -409.97 25462.00 0016' K=1.00 ✓ T5 40-20 Ll 1/2x1 1/2x1/4 2.00 1.81 74.5 0.6875 -434.34 26046.30 0.017' K=1.00 P. /OP.controls Tension Checks Leg Design Data Tension Section Elevation Size L L. KUr A P. OP Ratio No. P ft ft ft in' lb lb OP. T1 120-100 1 1/2 20.00 1.97 62.9 1.7672 8554.92 79521.60 0.108' 72 100-80 1 1/2 20.00 1.97 62.9 1.7672 12731.00 79521.60 0.160' T3 80-60 1 1/2 20.00 1.97 62.9 1.7672 9894.35 79521.60 0.124' T4 60-40 1 3/4 20.00 1.97 53.9 2.4053 5096.29 108238.00 0.047' T5 40-20 2 1/4 20.00 1.97 42.0 3.9761 3475,58 178924.00 0.019' 'P. /OP,controls Diagonal Design Data Tension MxTower Job Page Purchase 2 Relo COW 32 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Velizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX.-908-323-2525 Ryan M. Schuster, PE Section Elevation Size L L KUr A P. Ratio No. P„ jt jt jt in' lb !b p� Tl 120-100 3/4 2.80 1.31 84.1 0.4418 1141.28 19880.40 0.057' T2 100-80 5/8 2.80 1.31 101.0 0.3068 644.99 13805.80 0.047' T3 80-60 518 2.80 1.31 101.0 0.3068 434.03 13805.80 0.031 ' T4 60-40 5/8 2.80 1.30 999 0.3068 382.94 13805.80 0.028' T5 40-20 5/8 2.80 1.27 97.6 0.3068 530.62 13805.80 0.03' T6 20-0 5/8 2.80 1.24 95.4 0.3068 372.01 13805.80 0 027' 'P /OP,controls Horizontal Design Data Tension Section Lletunon Size L L Klr A P No. OP„ Raw P. jt jt jt in' !b lb OP. TI 120-100 Ll 1/2x1 1/2xl/4 2.00 1.88 50.1 0.5156 566.11 25136,70 0.023' T2 100-80 Ll 1/2x] 1/2xl/4 2.00 1.88 50.1 0.5156 1004.71 25136.70 0.040' T3 80-60 Ll 1/2x1 1/2xl/4 2.00 1.88 50.1 0.5156 1038.23 25136.70 0.0 T4 60-40 Ll 1/2x1 1/2xl/4 2.00 1.85 49.6 0.5156 771.03 2513670 0.031 ' T5 40-20 L I 1/2x I 1/2xl/4 200 1.81 48.5 0.5156 44T82 25136.70 0.018' T6 20-0 Ll 1/2x1 1/2xl/4 2.00 1.77 47.3 05156 297.38 25136,70 0.012' f✓ 'P. /+P controls Top Girt Design Data (Tension) Section Elevation Size L L. KUr A P. No. mP„ ~-� Ratio !b !b P. f jt jr Tl 120-100 Ll 1/2x1 1/2xl/4 2.00 1 88 50.1 0.5156 4.29 25136.70 0.000' 10/ 72 100-80 L11/2xl 1/2xi/4 2.00 1.88 50.1 0.5156 409.94 25136.70 0.016' T3 80-60 L] 1/2x] 1/2xl/4 2.00 1.88 50.1 0.5156 667.27 25136.70 0.027' T4 60-40 Ll1/2x11/2xl/4 200 1.85 49.6 0.5156 434.29 25136.70 0.017' tnxTower Job Page Purchase 2 Relo COW 33 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Vedzon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 1 Ryan M. Schuster, PE Section Elevation Size L L� K11r A P. Ratio No. P. jt ft jt in' lb Ib OP, T< 40-20 Li 1/2xl 1/2x1/4 200 1.81 485 0.5156 434.34 25136.70 0.017' TF 20-0 Ll 1/2xl 1/2xl/4 2.00 1.77 47.3 0.5156 227.91 25136.70 0.009' 'P� /OP.controls Bottom Girt Design Data Tension Section Elevation Size L L Kl/r A P No. dP„ Ratio P. jt ft ft in' lb lb T3 80-60 Ll 1/2xl 1/2xl/4 2.00 1,88 50.1 ml% 451.06 23130- 0.0 8 V T5 40-20 Ll 1/2xl 1/2x1/4 2.00 1.81 48.5 0.5156 434.34 25136.70 0.017' T6 20-0 Ll 1/2xl 1/2x1/4 2.00 1.77 47.3 0.5156 102.41 25136.70 0.0' 'P. controls Top Guy Pull-Off Design Data (Tension) Section Elevation Size L L Kl/r A P. 4P Ratio No. P. jt ft jt in' lb lb o p� Ti 120-100 1 1/4 2.00 1.88 72.0 1.2272 879.57 55223.30 0.016' 72 100-80 1 1/4 2.00 1.88 72.0 1.2272 1058.92 55223.30 0.019' T4 60-40 1 1/4 2.00 1.85 71.2 1.2272 1295.58 55223.30 0.023' P. /�P controls Section Capacity Table Section Elevation Component Size Critical P eP.U_ % Pass No. .h Type Element lb lb Capacity Fail Tl 120-100 Leg 1 1/2 3 -12103.00 59527.60 20.3 Pass Diagonal 3/4 15 -1195.70 11846.00 10.1 Pass Horizontal Ll 1/2xl 1/2xl/4 18 566.11 25136.70 2.3 Pass Top Girt Ll 1/2xl 1/2xl/4 5 -4.60 25462.00 0.1 Pass b InxTower Jo Purchase 2 Relo COW Page34 of 35 Scherer Design Group,LLC Project Date 100 Corporate Drive,Suite 202 Verizon 10:35:15 07/29/22 Lebanon,NJ 08833 Client Designed by Phone:908-323-2513 20VEB008 FAX:908-323-2525 Ryan M. Schuster, PE Section Elevation Component Size Critical P eP.11 % Pass No. ft Type Element lb lb Capacity Fail Guy A@100 167 A 579 5231.80 9240.00 56.6 Pass Guy B@100.167 3/8 578 5218.58 9240.00 56.5 Pass Guy C@100,167 3/8 577 5231,80 9240.00 56.6 Pass Top Guy 1 1/4 8 87957 55223.30 1.6 Pass Pull-Off@ 100.167 100-80 Leg 1 1/2 97 -23668 10 59527.60 39.8 Pass Diagonal 5/8 110 -1115,67 6550.49 17.0 Pass Horizontal L11/2xl1/2xl/4 113 1004.71 25136.70 4.0 Pass Top Gin Ll 1/2xl 1/2xl/4 102 409.94 25136,70 1.6 Pass Guy A@80.1667 3/8 582 4401.02 9240.00 47.6 Pass Guy B@80.1667 3/8 581 4390.21 9240.00 4T5 Pass Guy C@80.1667 3/8 580 4401.02 9240.00 476 Pass Top Guy 1 1/4 104 1058.92 55223.30 19 Pass Pull-Off@80.1667 T3 80-60 Leg 1 1/2 193 -23669 50 59527.60 39.8 Pass Diagonal 5/8 284 -983.75 6550.49 15.0 Pass Horizontal Ll 1/2xl 1/2xl/4 282 1038.23 2513630 4.1 Pass Top Girt Ll 1/2xl 1/2xl/4 198 667.27 25136.70 27 Pass Bottom Girt Ll 1/2xl 1/2xl/4 200 451.06 25136.70 1.8 Pass T4 60-40 Leg 1 3/4 289 -25073.60 87494.00 28.7 Pass Diagonal 5/8 303 -906.66 6659.31 136 Pass Horizontal Ll 1/2xl 1/2xl/4 305 771-03 25136.70 3.1 Pass Top Gin Ll 1/2xl 1/2xl/4 293 434.29 25136.70 1.7 Pass Guy A@40.1667 3/8 585 292829 9240.00 31.7 Pass Guy B@40.1667 3/8 584 2926.87 9240.00 31 7 Pass Guy C@40 1667 3/8 583 2928.29 9240.00 31.7 Pass Top Guy 11/4 295 1295.58 55223.30 2.3 Pass Pull-Off@40.1667 T5 40-20 Leg 2 1/4 385 -25076.50 155117.00 16.2 Pass Diagonal 5/8 476 -1145.58 6878.60 16.7 Pass Horizontal L I 1/2xl 1/2xl/4 472 447.82 25136,70 L8 Pass Top Girt Ll 1/2xl 1/2xl/4 389 434.34 25136.70 L7 Pass Bottom Girt Ll 1/2xl 1/2x1/4 392 434.34 25136.70 L7 Pass T6 20-0 Leg 2 3/4 481 -1315830 233100.00 5.6 Pass Diagonal 5/8 573 -737.80 7099.88 10.4 Pass Horizontal Ll 1/2xl 1/2xl/4 497 29738 25136.70 11 Pass Top Gin LI1/2xl 1/2xl/4 486 227.91 25136.70 0.9 Pass Bottom Girt Ll 1/2x] 1/2x1/4 487 10241 25136.70 0.4 Pass Summary Leg(T3) 39.8 Pass Diagonal 17.0 Pass (T2) Horizontal 4.1 Pass (T3) Top Girt 2.7 Pass (T3) Bottom Girt 1.8 Pass (T3) Guy A(T 1) 566 Pass Guy B(T1) 56.5 Pass Guy C(Tl) 56.6 Pass Top Guy 23 Pass Pull-Off (T4) Bolt Checks 110 Pass RATING= 56.6 Pass tea., PURCHASE 2 RELO COW BY: RMS DATE:07/28/22 CHKD:CC DATE:07/28/22 BALLAST CALCULATION Reactions from tnxTower: Uplift: 9,582 Ibs Shear: 7,740 Ibs Required Ballast: Coefficent of Friction 0.5 * Assumed for concrete to crushed stone Factor of Safety: 1.3 Weight of 3,600 Ibs Required Ballast: 32,186 Ibs #of Blocks: 9 * 2'x 2' x 6' Concrete Block- 3,600 Ibs each 1 JOB NO.: 20VEB006 Radio Frequency - Electromagnetic Energy (RF-EME) Jurisdictional Report Site No. Purchase 2 Relo COW Purchase 2 Relo COW � � �,� 975 Anderson Hill Road 9F� �� �� �� Rye Brook, New York 10573 JUL 14 2022 �--� Westchester County 410 2' 28.57" N, -730 41' 22.80" W NAD83 VILLAGE OF RYE BROOK BUILDING DEPARTMENT EBI Project No. 6222004557 July 14, 2022 Prepared for: Verizon Wireless 4 Centerock Road West Nyack, NY 10994 Prepared by: ,4EBI Consulting environmental I engineering I due diligence RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York TABLE OF CONTENTS EXECUTIVE SUMMARY.................................................................................................................... 1.0 INTRODUCTION....................................................................................................................1 2.0 SITE DESCRIPTION ...............................................................................................................2 3.0 WORST-CASE MODELING CALCULATIONS.........................................................................2 4.0 MITIGATION/SITE CONTROL OPTIONS ...............................................................................3 5.0 SUMMARY AND CONCLUSIONS............................................................................................3 6.0 LIMITATIONS........................................................................................................................4 APPENDICES APPENDIX A CERTIFICATIONS APPENDIX B RADIO FREQUENCY ELECTROMAGNETIC ENERGY SAFETY APPENDIX C FEDERAL COMMUNICATIONS COMMISSION(FCC) REQUIREMENTS E B I Consulting RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York EXECUTIVE SUMMARY Purpose of Report EnviroBusiness Inc. (dba EBI Consulting) has been contracted by Verizon Wireless to conduct radio frequency electromagnetic (RF-EME) modeling for Verizon Wireless' proposed facility("Facility") located on the proposed cell on wheels ("COW") at 975 Anderson Hill Road in Rye Brook, New York ("Site") to determine RF-EME exposure levels from proposed Verizon Wireless communications equipment at this Site. As described in greater detail in Appendix C of this report, the Federal Communications Commission (FCC) has developed Maximum Permissible Exposure(MPE) Limits for the general population and for occupational activities. The FCC requires wireless system operators to perform an assessment of potential human exposure to RF fields emanating from all transmitting antennas at a site whenever antenna operations are added or modified, and to ensure compliance with the MPE limit in the FCC regulations. This report summarizes the results of RF-EME modeling in relation to relevant FCC RF-EME regulations/compliance standards. This report describes modeling calculations of RF levels associated with the proposed antennas. We have performed these modeling calculations at the trailer roof level and at street level employing standard FCC mathematical models for calculating the effects of the antennas in a conservative manner. Therefore, our results provide worst-case RF levels to ensure the conclusions are conservative with regard to compliance with the FCC limit for safe continuous exposure. Statement of Compliance In this case, there are no other existing antenna carriers at the Site to include in the compliance assessment. Note that FCC regulations require any future antenna collocators to assess and assure continuing compliance based on the cumulative effects of all then-proposed and then-existing antennas at the Site. As presented in the sections below, our conclusions are based on worst-case modeling calculations related to the proposed antennas. At ground level, the maximum cumulative exposure level from Verizon Wireless at this Site is approximately 0.6 percent of the FCC's general population limit (0.12 percent of the FCC's occupational limit). Notwithstanding,workers climbing the COW should be informed about the presence and locations of antennas and their associated fields. Due to the use of such conservative calculations for purposes of our analysis, it should be noted that the exposure levels actually caused by the antennas will likely be less significant than the calculated results herein. As the site is in compliance with applicable FCC limits as designed, there are no additional control measures required (See Section 4.0). 1.0 INTRODUCTION Verizon Wireless' public utility wireless communications facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send and receive the wireless signals created by the transceivers to be most commonly received by individual subscriber units (wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed a distance above ground level, affording a larger line-of-sight area. Antennas are constructed to propagate towards the horizon, with as little energy EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 1 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas in close proximity in front of the antennas. Emissions at or below MPE limits do not represent any health risk, since they are designed to provide a substantial margin of safety. Importantly, such limits are calculated to allow for continuous exposures, including a prudent margin of safety for all persons, regardless of age, gender, size or health. 2.0 SITE DESCRIPTION This project site includes the following proposed wireless telecommunication antennas on a COW located at 975 Anderson Hill Road in Rye Brook, New York. Ant Antenna # NAME Radiation Antenna Model Centerline I Verizon Wireless 109.0 Commsco e NHH-65B-R2B 2 Verizon Wireless 109.0 Commsco a NHH-65B-R2B 3 Verizon Wireless 109.0 Commsco e NHH-65B-R2B 4 Verizon Wireless 109.0 Commsco e NHH-65B-R2B 5 Verizon Wireless 109.0 Commsco e NHH-65B-R2B 6 Verizon Wireless 109.0 Commsco e NHH-65B-R2B The above table contains an inventory of proposed Verizon Wireless Antennas. Note that for modeling purposes, EBI uses a conservative/worst-case assumed set of antenna specifications and powers.The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational exposure limits (for workers) and general population exposure limits for members of the general population. This analysis has considered exposures with respect to both occupational and general population limits to provide a fully comprehensive report. Additional information regarding occupational/general population exposure limits is provided in Appendix C. 3.0 WORST-CASE MODELING CALCULATIONS EBI has performed MPE modeling calculations using RoofMasterTm software to estimate the worst-case cumulative power density resulting from operation of antennas at the Site. RoofMasterT"" is a widely-used MPE modeling program that has been developed to predict RF power density values for rooftop and tower telecommunications sites produced by antennas that are typically used in connection with wireless services. Using the computational methods set forth in Federal Communications Commission (FCC) Office of Engineering & Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields" (OET-65), RoofMasterT11 calculates predicted power density in a scalable grid based on the contributions of all RF sources characterized in the study scenario. At each grid location, the cumulative power density is expressed as a percentage of the FCC limits. Manufacturer antenna pattern data is utilized in these calculations. RoofMasterT"' models consist of the Far Field model as specified in OET-65 and an implementation of the OET-65 Cylindrical Model (Sula9). The models utilize several operational specifications for different types of antennas to produce a plot of spatially-averaged power densities that can be expressed as a percentage of the applicable exposure limit. For this report, EBI utilized antenna and power data provided by Verizon Wireless and information gathered from other sources. Where information was not available EBI used the conservative/worst-case assumed set of antenna specifications and power. EBI then compared the resultant worst-case MPE levels EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 2 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York to the FCC's occupational exposure limits outlined in OET Bulletin 65. The parameters used for modeling are summarized in the Site Description antenna inventory table in Section 2.0. There are no other wireless carriers with equipment installed at this site. At ground level the maximum cumulative exposure level from Verizon Wireless at this Site is approximately 0.6 percent of the FCC's general population limit (0.12 percent of the FCC's occupational limit). Notwithstanding,workers climbing the COW should be informed about the presence and locations of antennas and their associated fields. A site would be considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. Since Verizon Wireless will be the only carrier at this Site, Verizon Wireless will be responsible for any mitigation (if required) in connection with the Facility. As the site is in compliance with applicable FCC limits as designed, and in accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures, no signage is recommended at this site. The inputs used in the modeling are summarized in the Site Description antenna inventory table in Section 2.0. 4.0 MITIGATION/SITE CONTROL OPTIONS EBI's modeling indicates that based on worst-case modeling calculations related to the proposed antennas at ground level, the maximum cumulative exposure level from all carriers on this Site is approximately 0.6 percent of the FCC's general population limit (0.12 percent of the FCC's occupational limit). EBI's modeling indicates that there are no accessible rooftop or ground level areas in front of the Verizon Wireless antennas that exceed the FCC standards for occupational or general population exposure. In accordance with the official Verizon Wireless Signage and Demarcation Policy for tower structures,which are listed in Appendix B, no signage is recommended at this site. 5.0 SUMMARY AND CONCLUSIONS EBI has prepared a Radiofrequency—Electromagnetic Energy(RF-EME) Compliance Report in connection with Verizon Wireless' proposed telecommunications equipment to be installed at 975 Anderson Hill Road in Rye Brook, New York to determine worst-case calculated RF-EME exposure levels from the proposed Facility at this Site. This report summarizes the results of RF-EME modeling in relation to relevant Federal Communications Commission (FCC) RF-EME compliance standards for limiting human exposure to RF-EME fields. As presented in the sections above, based on the FCC criteria, at ground level, the maximum cumulative exposure level from all existing and proposed carriers on this Site is approximately 0.6 percent of the FCC's general population limit(0.12 percent of the FCC's occupational limit).There are no modeled areas on any accessible rooftop or ground-level walking/working surface related to the proposed antennas that exceed the FCC's occupational or general population exposure limits at this site. Workers should be informed about the presence and locations of antennas and their associated fields. Recommended control measures (if any) are outlined in Section 4.0. Workers who will be working in areas of exceedance, if any, are required to contact Verizon Wireless since only Verizon Wireless has the ability to lockout/tagout the facility, or to authorize others to do so. EBI Consulting ♦ 21 B Street ♦ Burlington, MA 01803 ♦ 1.800.786.2346 3 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York As the site is in compliance with applicable FCC limits as designed, there are no additional control measures required (See Section 4.0). As noted above, because of the conservative calculation methodology and operational assumptions applied in the analysis based on the table in Section 2.0, the actual MPE levels of the proposed Verizon Wireless antennas will likely be less significant than the calculated results here indicate. 6.0 LIMITATIONS This report was prepared at the request of Verizon Wireless. It was performed in accordance with generally accepted practices of other consultants undertaking similar studies at the same time and in the same locale under like circumstances. The conclusions provided by EBI are based solely on the information provided by the client. The observations in this report are valid on the date of the investigation. Any additional information that becomes available concerning the Site should be provided to EBI so that our conclusions may be revised and modified, if necessary. This report has been prepared in accordance with Standard Conditions for Engagement and authorized proposal, both of which are integral parts of this report. No other warranty, expressed or implied, is made. EBI Consulting ♦ 21 B Street ♦ Burlington, MA 01803 ♦ 1.800.786.2346 4 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No.6222004557 975 Anderson Hill Road, Rye Brook, New York Appendix A Certifications EBI Consulting ♦ 21 B Street ♦ Burlington, MA 01803 ♦ 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York Preparer Certification I, Andrew, state that: ■ 1 am an employee of EnviroBusiness Inc. (d/b/a EBI Consulting), which provides RF-EME safety and compliance services to the wireless communications industry. ■ I have successfully completed RF-EME safety training,and I am aware of the potential hazards from RF-EME and would be classified "occupational" under the FCC regulations. • I am fully aware of and familiar with the Rules and Regulations of both the Federal Communications Commission (FCC) and the Occupational Safety and Health Administration (OSHA) with regard to Human Exposure to Radio Frequency Radiation. ■ 1 have reviewed the data provided by the client and incorporated it into this Site Compliance Report such that the information contained in this report is true and accurate to the best of my knowledge. EBI Consulting • 21 B Street 4 Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York Appendix B Radio Frequency Electromagnetic Energy Safety Information EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York RF Signage and Safety Information RF Signage Areas or portions of any transmitter site may be susceptible to high power densities that could cause personnel exposures in excess of the FCC guidelines.These areas must be demarcated by conspicuously posted signage that identifies the potential exposure.Signage must be viewable regardless of the viewer's position.Signs must be legible and readily viewable and readable at a minimum distance of five feet (1.52 meters) from the boundary (and as necessary on approach to this boundary) at which the applicable limits are exceeded, and that controls or indicators be placed at compliance boundaries. The minimum readable letter height at 5 feet from the signage is 0.20 inches for the Message and 0.44 inches for the Signal. GUIDELINES NOTICE CAUTION WARNING This sign will inform anyone of the basic precautions to This sign indicates that RF This sign indicates that RF follow when entering an emissions may exceed the This sign indicates that RF emissions may exceed at least access point to an area with FCC General Population MPE emissions may exceed the I Ox the FCC Occupational transmitting radiofrequency limit. FCC Occupational MPE limit. MPE limit. equipment. ® NOTICE JR IREI i Rs G rACAUTION ananR."lpwnry Saiap W WF,an INWI all Mahal.nHrM am a...YtlMwM./ens R�ryaaala aaMN Or MrMY aaa�arrMRawrr� ® caa�r rew.y. r+rMwwnr ® aoW r.r._anaarRY,. ��•��J �MMM�I+w1 vw�M+• ® �wwAIA+M+1'Muw r,r�.,�Twi+r++ ® abMMaO rl Mbwr. r.ur ,arlM AtOr `E1' rtitir�aawncs frwan ,a�Jrapwrr ® Man Y�,ana+lla�r ialara . ..Nwrrpr rbyn�Ir ® 0.Mrrra.rr�anww. _iwcv _nano, a..r..r wr.,a u�nm ucmurr r�anm A. [aMNtrMrr awwa,ra+aM�arw Maw�waT .�y�,/ �aaMEN1I- NOC INFORMATION TNh is an ACCESS MNT roan Information signs are used as a means to provide contact information for any questions or concerns. They will include specific cell site identification information and the Verizon Wireless Network ---- Operations Center phone number. Physical Barriers Physical barriers are control measures that require awareness and participation of personnel. Physical barriers are employed as an additional administration control to complement RF signage and physically demarcate an area in which RF exposure levels may exceed the FCC General Population limit. Example: chain-connected stanchions Indicative Markers Indicative markers are visible control measures that require awareness and participation of personnel, as they cannot physically prevent someone from entering an area of potential concern. Indicative markers are employed as an additional administration control to complement RF signage and visually demarcate an area in which RF exposure levels may exceed the FCC General Population limit. Example: paint stripes Occupational Safety and Health Administration (OSHA) Requirements A formal adopter of FCC Standards,OSHA stipulates that those in the Occupational classification must complete training in the following: RF Safety, RF Awareness,and Utilization of Personal Protective Equipment. OSHA also provides options for Hazard Prevention and Control: Hazard Prevention Control • Utilization of good equipment • Employ Lockout/Tag out • Enact control of hazard areas 0 Utilize personal alarms & protective clothing • Limit exposures 9 Prevent access to hazardous locations • Employ medical surveillance and accident response a Develop or operate an administrative control program EBI Consulting ♦ 21 B Street ♦ Burlington, MA 01803 ♦ 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York Appendix C Federal Communications Commission (FCC) Requirements EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York The FCC has established Maximum Permissible Exposure (MPE) limits for human exposure to Radiofrequency Electromagnetic (RF-EME) energy fields, based on exposure limits recommended by the National Council on Radiation Protection and Measurements (NCRP) and, over a wide range of frequencies, the exposure limits developed by the Institute of Electrical and Electronics Engineers, Inc. (IEEE) and adopted by the American National Standards Institute (ANSI) to replace the 1982 ANSI guidelines. Limits for localized absorption are based on recommendations of both ANSI/IEEE and NCRP. The FCC guidelines incorporate two separate tiers of exposure limits that are based upon occupational/controlled exposure limits (for workers) and general population/uncontrolled population exposure limits for members of the general population. Occupational/controlled exposure limits apply to situations in which persons are exposed as a consequence of their employment and in which those persons who are exposed have been made fully aware of the potential for exposure and can exercise control over their exposure. Occupational/controlled exposure limits also apply where exposure is of a transient nature as a result of incidental passage through a location where exposure levels may be above general population/uncontrolled limits (see below), as long as the exposed person has been made fully aware of the potential for exposure and can exercise control over his or her exposure by leaving the area or by some other appropriate means. General population/uncontrolled exposure limits apply to situations in which the general public may be exposed or in which persons who are exposed as a consequence of their employment may not be made fully aware of the potential for exposure or cannot exercise control over their exposure. Therefore, members of the general public would always be considered under this category when exposure is not employment-related. Table I and Figure I (below), which are included within the FCC's OET Bulletin 65, summarize the MPE limits for RF emissions. These limits are designed to provide a substantial margin of safety. They vary by frequency to take into account the different types of equipment that may be in operation at a particular facility and are"time-averaged" limits to reflect different durations resulting from occupational and general population exposures. The FCC's MPEs are measured in terms of power (mW) over a unit surface area (cm2). Known as the power density, the FCC has established an occupational MPE of 5 milliwatts per square centimeter (mW/cm2) and an uncontrolled MPE of I mW/cm2 for equipment operating in the 1900 MHz frequency range. For the Verizon Wireless equipment operating at 700 MHz or 850 MHz, the FCC's occupational MPE is 2.83 mW/cm2 and an uncontrolled MPE of 0.57 mW/cm2. For the Verizon Wireless equipment operating at 1900 MHz,the FCC's occupational MPE is 5.0 mW/cm2 and an uncontrolled MPE limit of 1.0 mW/cm2. These limits are considered protective of these populations. EBI Consulting • 21 B Street 4 Burlington, MA 01803 4 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York Table I: Limits for Maximum Permissible Exposure (MPE) (A) Limits for Occupational/Controlled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength(H) Power Density(S)(mW/cm ) [E]2, [H]2, or S /m) (A/m) (minutes 0.3-3.0 614 1.63 100 * 6 3.0-30 1842/f 4.89/f 900/f2* 6 30-300 61.4 0.163 1.0 6 300-1,500 -- f/300 6 1,500-100,000 -- 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency Range Electric Field Magnetic Field Averaging Time (MHz) Strength (E) Strength (H) Power Density(S) [E]2, [H]2,or S /m A/m (mW/cm ) minutes 0.3-1.34 614 1.63 100 * 30 1.34-30 824/f 2.19/f 180/P* 30 30-300 27.5 0.073 0.2 30 300-1,500 -- f/1,500 30 1,500-100,000 -- 1.0 30 f= Frequency in (MHz) *Plane-wave equivalent power density Figure 1. FCC Limits for Maximum Permissible Exposure (MPE) Pane-wave Equivalent Power Density 000 Occupational/Controlled Exposure N ---- General Population/Uncontrolled Exposure E toG >U E ` c 5 0 0 \ o .-- - - - - - - -- CL i 02 - -- --.i G ! 0.03 0.3 3 30 300 3,000 30,000 1 300,000 3� 1.500 100,000 Frequency (MHz) EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 RF-EME Compliance Report Site No. Purchase 2 Relo COW EBI Project No. 6222004557 975 Anderson Hill Road, Rye Brook, New York Based on the above, the most restrictive thresholds for exposures of unlimited duration to RF energy for several personal wireless services are summarized below: Personal Wireless Service Approximate Occupational Public MPE Frequency MPE Microwave Point-to-Point 5,000- 80,000 MHz 5.00 mW/cm2 1.00 mW/cm2 Broadband Radio BRS 2,600 MHz 5.00 mW/cm2 1.00 mW/cm2 Wireless Communication CS 2,300 MHz 5.00 mW/cm2 1.00 mW/cm2 Advanced Wireless AWS 2,100 MHz 5.00 mW/cm2 1.00 mW/cm2 Personal Communication (PCS) 1,950 MHz 5.00 mW/cm2 1.00 mW/cm2 Cellular Telephone 870 MHz 2.90 mW/cm2 0.58 mW/cm2 Specialized Mobile Radio (SMR) 855 MHz 2.85 mW/cm2 0.57 mW/cm2 Long Term Evolution LTE 700 MHz 2.33 mW/cm2 0.47 mW/cm2 Most Restrictive Frequency Range 30-300 MHz 1.00 mW/cm2 0.20 mW/cm2 MPE limits are designed to provide a substantial margin of safety. These limits apply for continuous exposures and are intended to provide a prudent margin of safety for all persons, regardless of age,gender, size, or health. Verizon Wireless' public utility wireless communications facilities typically consist of: 1) electronic transceivers (the radios or cabinets) connected to wired telephone lines; and 2) antennas that send the wireless signals created by the transceivers to be received by individual subscriber units (wireless telephones). Transceivers are typically connected to antennas by fiber or coaxial cables. Because of the short wavelength of the radio waves used in wireless services, the antennas require line- of-sight paths for good propagation, and are typically installed above ground level, affording a larger line- of-sight area. Antennas are constructed to propagate towards the horizon,with as little energy as possible scattered towards the ground or the sky. This design, combined with the low power of such facilities, typically results in no exposure approaching Maximum Permissible Exposure (MPE) levels, with the exception of areas directly in front of the antennas. FCC Compliance Requirement A site is considered out of compliance with FCC regulations if there are areas that exceed the FCC exposure limits and there are no RF hazard mitigation measures in place. Any carrier which has an installation that contributes more than 5% of the applicable MPE must participate in mitigating these RF hazards. EBI Consulting • 21 B Street • Burlington, MA 01803 • 1.800.786.2346 LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK. NEW YORK 10022 NEWARK. NEW JERSEY 07102 (212)749-1448 FAX(914) 333-0743 (973)824.9772 FAX(212)932.2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO msheridan@snyderlaw.net DOUGLAS W.WARDEN Tarrytown o JORDAN M. FRY office DAVID L.SNYDER July 1, 2022 (1956-2012) D LE C F- � V IE DO 19 Honorable Mayor Jason Klein JUL - 1 2022 and Members of the Village Board Village of Rye Brook VILLAGE OF RYE BROOK 938 King Street BUILDING DEPARTMENT Rye Brook,New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase,New York Dear Honorable Mayor and Members of the Village Board: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a temporary Cell on Wheels facility ("COW") at 975 Anderson Hill Road, Purchase, New York ("Property"). At this Board's June 28, 2022 meeting, this Board referred this matter to the Planning Board pursuant to Section 250-6.1-1 of the Village of Rye Brook Zoning Code ("Code"). In connection with the referral to the Planning Board, enclosed please find the following: 1. Application to for Site Plan Approval with Site Plan Submittal Review Checklist; 2. Application for Permit to Install, Modify and/or Remove Mechanical Equipment; and 3. Checks in the amount of: (i) $550 (representing the $300 Site Plan Application fee and $250 Mechanical Equipment Application fee), and(ii) $2,500.00 (representing the Site Plan Escrow fee): As you may recall, the owner of the Property has notified Verizon Wireless that it intends to demolish the Doral Arrowwood hotel building where Verizon Wireless' existing facility is located. Verizon Wireless is seeking approval to install the temporary COW on the Property until it can permanently relocate its facility. The COW will enable Verizon Wireless to continue to provide enhanced reliable wireless communication services to the area, including, without limitation, vital emergency wireless 911 communications. The COW has been strategically placed near the existing maintenance building,distant from any residents,and will have no adverse impact to the area. We look forward to discussing this matter with the Planning Board at its July 14, 2022 meeting, so that the Planning Board can provide its report to this Board pursuant to Section 250- 6.1-1 of the Code. If you have any questions, please do not hesitate to call me or Leslie Snyder at (914) 333-0700. Respectfully submitted, Snyder& Snyder, LLP By: Michael P. Sheridan cc: Village of Rye Brook Planning Board Verizon Wireless Z:\SSDATA\WPDATA\SS4\WP\NEWBANKTeresa Garcia\Purchase 2\2022 Zoning\COW on Dorral\LettertoBOT.add.ms.rev.docx 2 D [ECE MI JUL 1 1 2022 D] AFFIDAVIT OF POSTING VILLAGE OF RYE BROOK BUILDING DEPARTMENT State of New York ) ss: County of Westchester ) Nancy Mareschi, being duly sworn, deposes and says that he is over twenty-one years of age and works at 94 White Plains Road, Tarrytown,New York, in the State of New York; that she is a paralegal at Snyder& Snyder,LLP the attorney for New York SMSA Limited Partnership d/b/a Verizon Wireless in connection with the site plan and special permit application to permit the installation of a temporary cell on wheels public utility wireless communication facility at 975 Anderson Hill Road, Village of Rye Brook, New York. That on the 6th day of July, 2022, she posted notice at the property. Nancy Mareschi Sworn to and subscribed before me this day of July,2022 Notary PO L P.8HIDAN W,StowOf New York No 02SH6413932 NOTARY PUBLIC c �Wlexhastar county Cornmission Exgk s 0210000 Z:1.SSDATAIWPDATA\SS4IWP\NEWBANM1TERESA GARCIAIPURCHASE 2\2022 ZONTNGICOW ON DORRAI.WFFIDAVCT OF POSTING.DOCX a s _r e r� A b a4t c. *�'�� "'"_ �C'�'�� - - .;`:Mrs�' _•�-•. • AFFIDAVIT OF MAILING JUL � 1 2022 VILLAGE OF RYE BROOK BUILDI14G DEPARTMENT State of New York ) ss: County of Westchester ) Nancy Mareschi, being duly sworn, deposes and says that he is over twenty-one years of age and works at 94 White Plains Road, Tarrytown,New York, in the State of New York;that she is a paralegal at Snyder & Snyder, LLP the attorney for New York SMSA Limited Partnership d/b/a Verizon Wireless in connection with the site plan and special permit application to permit the installation of a temporary cell on wheels public utility wireless communication facility at 975 Anderson Hill Road,Village of Rye Brook,New York. On July 1,2022, she served notice, a copy of which is attached hereto upon the following named persons/entities at the address set forth for each, as shown on the attached list, by depositing said notices as prepaid first class mail at the United States Post Office in Tarrytown,New York, a true copy of said notices, addressed to each on the persons/entities named. Nancy Mareschi Sworn to and subscribed before me this 66�day of July, 2022 _�✓c�--� �/ --- SHERID� NOTARY PUBLIC M1Cf L SWe of Ne`"Y°�►` tjgty P&!�Ng413932�unfY _ _-����0 pg;2025 Z:\SSDATA\WPDATAlSS4\WFNEWBANM\TERESA GARCIA\PURCHASE 2\2022 ZONINMCOW ON DORRAL\AFFIDAVIT OF MAILING.DOCX NOTICE OF MEETING Public Notice is hereby given for a Special Permit Application on referral from the Board of Trustees submitted to the Village of Rye Brook Planning Board. The matter is scheduled for a meeting before the Planning Board on July 14, 2022 at 6:30 PM at Rye Brook Village Hall, 938 King Street,Rye Brook,New York 10573. Owner: Cohen Purchase Building Company LLC Applicant: New York SMSA Limited Partnership d/b/a Verizon Wireless Premises: 975 Anderson Hill Road (Parcel ID# 129.34-1-43) Application: Review of a Special Permit Application on referral from the Board of Trustees for the proposed installation of a temporary "Cell on Wheels" (COW) facility to replace an existing facility. Additional information is available at the Rye Brook Engineering Department at (914) 939-0753. U. uijpueE lemodS o U.fn coLL u I ewiguo ainjeu 'a t� p Q �LL m a L- IA u° LL aan110Q Ia;3iajSa ._'. Y a O a > In a 'u cn N eufis py a 1 off$ _ �L) Cl. L- a L O N O O w N m � ur c� C n_ � x E E c 3 M °. u O x a, n n U. X a R w 'L W Q O o Z G a o 0 0 o U e0 E r _ € m p c'm U K V U❑ iZS F f L � a c @ p g w E t m N r c c 8 a W. w� rn hx o ❑ ❑ ❑ ❑ ❑ yIr F a NN > r U t1Nt1�� yj o o Y t� u t m G cWi < z m C C o ' O W d = m 2 _ m ppyy N Er m H d Z W K Q O o W 2 �. C. E m d ? m o mK°0 p � 3 W $ o o ? = .m ''m D LU y g a o S a U c c c z Y Z J U 0D � a KKK fn 8i Y, P. Q g' Q ¢ 41 U 5 a O g m Y Cxl LL zLU < � 0 E (0 c Z ® ti A 3 a ,gyp a�i N w o h 4i y p U Q v g Z U) w d a a r o O C W O v v v M o y W = � z LL Z �fs¢� z U) Obi F- N c+i v 1= a d FJ4rV8 2022 LAW OFFICES OF SNYDER & SNYDER, LLP VILLAGE OF RYE BROOK 94 WHITE PLAINS ROAD BUILDING DEPARTMENT NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE. 9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK. NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212) 749-1448 FAX(914) 333-0743 (973)824-9772 FAX(212) 932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO lsnyder@snyderlaw.net DOUGLAS W. WARDEN JORDAN M. FRY Tarrytown office DAVID L. SNYDER June 24 2022 (I 956-201 2) Honorable Mayor Jason Klein and Members of the Village Board Village of Rye Brook 938 King Street Rye Brook, New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase,New York Dear Honorable Mayor and Members of the Village Board: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless")in connection with the captioned matter.As you may recall,Verizon Wireless has an existing wireless telecommunications facility("Existing Facility") on the roof of the Doral Arrowwood hotel building at 975 (a/k/a 965) Anderson Hill Road, Purchase, New York ("Property"). This Board approved the Existing Facility on May 12, 2015. The owner of the Property has notified Verizon Wireless that it intends to demolish the building shortly and that Verizon Wireless must remove its Existing Facility. The Existing Facility currently provides vital communications to the area in and around the Property. Verizon Wireless is currently searching for a permanent alternative location but has yet to secure same. As a result, Verizon Wireless is seeking approval to install a temporary Cell on Wheels facility("COW") on the Property. The COW will enable Verizon Wireless to continue to provide enhanced reliable wireless communication services to the area, including, without limitation, vital emergency wireless 911 communications. The COW has been strategically placed near the existing maintenance building, distant from any residents, and will have no adverse impact to the area. In furtherance of the foregoing, enclosed please find the following, together with a check in the amount of$3,000.00, representing the wireless telecommunications facility special permit fee: 1. Application to Install Wireless or Attached Wireless Tel-Corn Facility or Equipment; 2. Application for Special Permit; 4 3. Plans depicting the COW, together with structural letter, prepared by Scherer Design Group("SDG"), the project engineers; and 4. Visuals prepared by SDG which demonstrate that the COW will have no adverse visual impact to the area. It is respectfully submitted that pursuant to the New York State Environmental Quality Review Act ("SEQRA"), the project is a Type 11 action under 6 NYCRR 617.5 (c) (21) since it involves minor temporary uses of land having negligible or no permanent impact on the environment. Type II actions are deemed to have no significant adverse environmental impact. Please note that that the height of the COW is less than the height of the Existing Facility (taking into account ASML plus height of structure). Moreover, due to the hotel building's pending demolition and since Verizon Wireless is merely seeking a temporary COW (which is anticipated to be removed within 12 months), it is respectfully requested that in accordance with Section 250-39.M of the Village of Rye Brook Zoning Code("Code"),this Board waive any application or other requirements under Section 250- 39 that have not been submitted herewith. In addition, Verizon Wireless respectfully requests that this Board waive all signage, notification and hearing requirements as permitted under Section 250-40.G of the Code,except for the General Municipal Law 239-m referral as required by County and State law. We look forward to discussing this matter with this Board at your June 28, 2022 meeting so that as required under Section 250-61-1. of the Code, this special permit application may be referred to the Planning Board for a report. If you have any questions, please do not hesitate to call me at(914) 333-0700. Respectfully submitted, YW&aJ,V)VU,i,1ap Leslie J. Snyder cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WP\NEWBANM\Teresa Garcia\Purchase 2\2022 Zoning\COW on DorralVjsLettertoBOT.ms.docx 2 Colleen Connolly,PE SCHERER DESIGN GROUP, LLC Partnec'CEO SO)p Steven Krug,PE PartnerlCOO p CC� C� OMC June 24,2022 OUN 2 8 2022 ID Village of Rye Brook VILLAGE OF RYE BROOK Building&Code Enforcement BUILDING DEPARTMENT 938 King Street Rye Brook, NY 10573 Re: Verizon Site: NY-Purchase 2 Relo COW 975 Anderson Hill Road Village of Rye Brook, NY 10573 Block: 1 Lot:43 SDG Project#:20VEB008 Structural Certification To Whom It May Concern, Verizon is proposing the installation of a temporary mobile telecommunications facility at the property. The proposed installation will be designed to support Verizon's antennas and appurtenances, as well as meet the ANSI TIA-222-H "Structural Standard for Antenna Supporting Structures, Antennas and Small Wind Turbine Support Structures".The installation (including the structure, attachments, and accessory equipment)will be designed and constructed to meet all local, county, state, and federal structural requirements for loads, including wind and ice loads. Should you have any questions regarding any of the above information, please call me at 908-323-2513. Regards, OFNF 5 EN CO _ * CGO O 9 �Q o Co� 8-0J NY PE AL 100 Corporate Drive, Suite 202 • Lebanon, NJ 08833 Ph:908.323.2513 • Fax:908.323.2525 Certified Woman 0wned Business Enterprise Colleen Connolly,PE Partner/CEO SCHERER DESIGN GROUP, LLC Steven Krug,PE Si Partner/COO p [ECgEJWE 07 JuN 2 8 2022 1 ID VILLAGE OF RYE BROOK To Whom It May Concern, BUILDING DEPARTMENT Attached is visual report("Report")prepared by Scherer Design Group("SDG")regarding the proposed cell on wheels (COW) facility at the property known as 975 Anderson Hill Road, Purchase, NY. The Report contains photos that were taken from four locations surrounding the location of the proposed COW. Photo 1: From the entrance to the property on Anderson Hill Road; Photo 2: From the end of Doral Greens Drive East; Photo 3: From the parking lot along the west side of Doral Greens Drive West; and Photo 4: From the Intersection of Rose Lanes and International Drive. As noted in the Report,the proposed COW will not be visible from three (3)of the four(4) locations. From the one location where the COW will be visible, at the entrance of the property from Anderson Hill Road, the Report contain a simulation indicating that the COW will not have any significant adverse impact to the area. Regards, Colleen Connolly, PE 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph:908.323.2513 • Fax:908.323.2525 Certified Woman 0wned Business Enterprise ej �+ O 41 `. 4t a d Grp ti ` we 40 44fill PS-2 116 SD PS-I - *rw a cl- verizom' SITE NAME: PURCHASE 2 RELO COW arc COW Loc�nor+— 975 Anderson Hill Rd PHOTOSIMULATI/ P� Rye Brook,NY Y •� 4r r, 3 ,• ♦ 1,,�.'4�'a�i�- a.� yr . t ��• `,r 1 . tior`i` �S ♦ t, IL R�I 1 Laba—NJ D8833 SITE NAME: PURCHASE 2 RELO COW 975 Arid--Hill Rd Ry r,Brook.NY 1. 1' 1 11: 1 ..� IL } rl" sche-d-grg­p co, verizonv' SITE NAME: PURCHASE 2 RELO COW 975 Aoder—Hill Rd Rye Brook,NY DATE ISSUED: • r r f�.. s. *9 'fir... ' •'°f�"� . .�• ��;. •�ar Y w 0.0• SDG PROJECT NO.: 00: t 1 yA 1'L� v �► 'fit Ir�Ex, rCY: wr .� � � 33:,a��. a r ►at* +ff' s e Jim si)ter, 'tea �� • •S r•'f r YNR qlR Df SKa11l AAY �` '' ".•. �•I 100 Coryaak NJ 0 ,ie S 201 Leberal NJ 88 ra't'r4� s Ph 908.323.2513 Fax 908.123.2525 www.sMererdesg—,... verizon •� SITE NAME: PURCHASE 2 RELO COW ~ 975 Anderson HIII Rd ^, Rye Brook.NY DATE ISSUED:06109'22 REVISION:A SDG PROJECT NO.:20VEB008 NOTE: DRAWN BY:SG CHECKED BY:KB ANTENNAS ARE NOT VISIBLE PHOTOSIMULATION FROM THIS VANTAGE POINT EXISTING CONDITIONS PS-2 r •"�.,��.`�. ti der• �;.dx �� A, t,`• ) ASS�- a: � � I :M - 1 ' } N I ,,yj�am I,r r 1 � ���•{ .� ^ r, r^• ,:.�'. , {�. •''`'"�i-'�TI-���al�,�I�rS►.•'r��'.; +��{� � 7'.�.!��t`T^`. w .. 7 c.rT•. t•i.. tc .r SO verizonv SITE NAME: PURCHASE 2 RELO COW 975 A,,derson Hill Rd Rye Brook,NY DATE ISSUED:06109122 SDG PROJECT NO.: 11: VISIBLENOTE: DRAWN BY:SG I CHECKED BY:KB ANTENNAS ARE NOT FROM POINT t 1 ,,.fit• 1 ' •r 1 j• ` �� a fix! �"+�• �,. y•� 1 - so "r Lebanon NJ 08633 verizom' SITE NAME: PURCHASE 2 RELO COW 975 Anderson Hill Rd Ryr,Brook,NY DATE ISSUED:06109,22 OTE 11 1 11: .. .• Tara Orlando From: Christopher Bradbury Sent: Tuesday,June 28,2022 1:15 PM To: Leslie Snyder Cc: Michael Sheridan;Kate Maldonado;Drew Victoria Gamils;Tara Orlando Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Hi Leslie- The Bldg Dept. has said that the COW application is still deficient in at least the following manners: • Paper/electronic files and application fees not submitted. • Property owners' signed/notarized signatures are missing. • Escrow payment for consultant review not established. • Potentially a site plan application and a mechanical permit may be needed. Please advise asap on the time frame that these items will be submitted. I thought you indicated printed materials & electronic files &application fees would be submitted to the Building Department yesterday which must not have occurred. If you have any questions about the process or filing requirements,please check with Tara Orlando in the Building Department. Her email is torlando( ,ryebrook.org or (914) 939-0668. Thank you, Chris Bradbury Rye Brook Village Administrator From: Leslie Snyder<LSnyder@snyderlaw.net> Sent:Tuesday,June 28, 2022 10:36 AM To:Christopher Bradbury<CBradbury@ryebrook.org>; Drew Victoria Gamils<DGamils@kblaw.com> Cc: Gregory Rivera <grivera@ryebrook.org>; Michael Sheridan<msheridan@snyderlaw.net>; Kate Maldonado <KMaldonado@snyderlaw.net>; Mayor Jason A. Klein<mayor@ryebrook.org> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Understood. We are just on a tight time frame as you know. Thanks, Leslie ------------------------------------------------------------------------------------------------------ Snyder & Snyder, LLP 94 White Plains Road Tarrytown,New York 10591 Phone: (914) 333-0700 1 Fax: (914) 333-0743 r certified WBENC Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From:Christopher Bradbury<CBradbury@ryebrook.org> Sent:Tuesday,June 28, 2022 10:35 AM To: Leslie Snyder<LSnvder@snyderlaw.net>; Drew Victoria Gamils<DGamils@kblaw.com> Cc:Gregory Rivera<grivera@rvebrook.org>; Michael Sheridan <msheridan@snyderlaw.net>; Kate Maldonado <KMaldonado@snvderlaw.net>; Mayor Jason A. Klein<mavor@ryebrook.ore> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road EXTERNAL EMAIL. I definitely recommend it to the Village Board since we are not familiar with the impacts of this type of temporary structure and service. From: Leslie Snyder<LSnvder@snyderlaw.net> Sent:Tuesday,June 28, 2022 10:29 AM To: Christopher Bradbury<CBradburv@ryebrook.org>; Drew Victoria Gamils<DGamilsC@kblaw.com> Cc:Gregory Rivera<Rrivera@ryebrook.ore>; Michael Sheridan<msheridan@snyderlaw.net>; Kate Maldonado <KMaldonado@snyderlaw.net> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Also, do you need to send the application to HDR (Mike Musso)? We are only planning to keep the COW there for a few months. Typically Mike Musso addresses the RF coverage but this site is just a temporary replacement. Kindly advise. Regards, Leslie ------------------------------------------------------------------------------------------------------ Snyder & Snyder, LLP 94 White Plains Road Tarrytown,New York 10591 Phone: (914) 333-0700 Fax: (914) 333-0743 2 r certified WBENC Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From:Christopher Bradbury<CBradbury@ rye brook.orp Sent:Tuesday,June 28, 2022 9:25 AM To: Leslie Snyder<LSnvder@snyderlaw.net>; Drew Victoria Gamils<DGamils@kblaw.com> Cc: Gregory Rivera<Rrivera@rvebrook.org>; Michael Sheridan <msheridan@snvderlaw.net>; Kate Maldonado <KMaldonado@snyderlaw.net> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road EXTERNAL EMAIL. Drew has confirmed that this is a Type II action. The resolution has been modified to reflect that change. From: Leslie Snyder<LSnvder@snyderlaw.net> Sent: Monday,June 27, 2022 5:47 PM To: Christopher Bradbury<CBradbury@ryebrook.org>; Drew Victoria Gamils<DGamils@kblaw.com> Cc: Gregory Rivera <grivera@rvebrook.org>; Michael Sheridan <msheridan@snyderlaw.net>; Kate Maldonado <KMaldonado@snyderlaw.net> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Hi Chris and Drew: Attached is the EAF as requested in connection with the captioned matter, although I respectfully submit the project is a Type II action. I will be there at the meeting tomorrow night. Thanks, Leslie ------------------------------------------------------------------------------------------------------ Snyder & Snyder, LLP 94 White Plains Road Tarrytown,New York 10591 Phone: (914) 333-0700 Fax: (914) 333-0743 3 r certified [YYBENC Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From:Christopher Bradbury<CBradbury@ryebrook.ore> Sent: Friday,June 24, 2022 3:36 PM To: Leslie Snyder<LSnvder@snyderlaw.net>; Drew Victoria Gamils<DGamils@kblaw.com> Cc:Angela Poccia<apoccia@snyderlaw.net>;Gregory Rivera <Privera@ryebrook.org>; Michael Sheridan <msheridan@snyderlaw.net> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road EXTERNAL EMAIL. I received an email from Drew that this is an Unlisted action which should be referenced in our referral resolution. Chris Bradbury From: Leslie Snyder<LSnvder@snyderlaw.net> Sent: Friday,June 24, 2022 3:34 PM To:Christopher Bradbury<CBradbury@ryebrook.orp; Drew Victoria Gamils<DGamils@kblaw.com> Cc:Angela Poccia<apoccia@snyderlaw.net>;Gregory Rivera <grivera@ryebrook.org>; Michael Sheridan <msheridan@snyderlaw.net> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Chris/Drew: As indicated in my cover letter,we believe it to be a Type II action under SEQRA. Do you still want the EAF? Let me know. Thanks, Leslie ------------------------------------------------------------------------------------------------------ Snyder & Snyder, LLP 94 White Plains Road Tarrytown,New York 10591 Phone: (914) 333-0700 Fax: (914) 333-0743 4 f. certified WBENC n0Mcti:eisn?s',INil J Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. From:Christopher Bradbury<CBradbury@ rye brook.ore> Sent: Friday,June 24, 2022 2:32 PM To: Leslie Snyder<LSnvder@snyderlaw.net> Cc:Angela Poccia<a Poccia @snyderlaw.net>; Drew Victoria Gamils<DGamils@kblaw.com>; Gregory Rivera <grivera @ryebrook.ore> Subject: FW:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road EXTERNAL EMAIL. Leslie- Please complete Part 1 of the EAF prior to Tuesday's meeting and send it to me via email. Drew Gamils at Keane and Beane will prepare Part 2 and the negative declaration prior to any decision by the BOT. Have a nice weekend. Chris Bradbury Rye brook Village Administrator From:Angela Poccia <apoccia@snyderlaw.net> Sent: Friday,June 24, 2022 2:06 PM To:Tara Orlando<torlando@rvebrook.org> Cc:Christopher Bradbury<CBradbury@ryebrook.ors>; Leslie Snyder<LSnvder@snyderlaw.net>; Michael Sheridan<msheridan@snyderlaw.net> Subject:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Tara: Pursuant to your discussion with Leslie Snyder, please see the attached in connection with the above referenced matter. Hard copies will follow next week. Please confirm that this matter has been added to the Village Board's June 281h agenda. Thank you! Sincerely, Angela M. Poccia, Esq. Snyder&Snyder, LLP 94 White Plains Road 5 Tarrytown, New York 10591 Phone:(914) 333-0700; Fax:(914) 333-0743 E-mail: APoccia@snyderlaw.net APlease consider the environment before printing this e-mail Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. 6 Tara Orlando From: Christopher Bradbury Sent: Tuesday,June 28,2022 1:08 PM To: Tara Orlando Cc: Michal Nowak;Drew Victoria Gamils;Mike Izzo Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Hi Tara- Yes, BOT will consider referring it to PB tonight but it should NOT go on Planning Board agenda until application is complete. Thanks, Chris Bradbury From:Tara Orlando<torlando@ryebrook.org> Sent:Tuesday,June 28, 2022 12:38 PM To: Christopher Bradbury<CBradbury@ryebrook.org> Subject: FW:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Chris, Please see email below. 7'ara A Orlando Planning Board& Zoning Board of.Appeals Secretary Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 From: Drew Victoria Gamils<DGamils@kblaw.com> Sent:Tuesday,June 28, 2022 12:21 PM To:Tara Orlando <torlando@ryebrook.ore>; Sarah Brown <sbrown@hardestvhanover.com> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road It is my recommendation that they submit that information, but I would confirm with Chris as to how he wants this handled. It's a little bit of a rush situation as Verizon's existing facility has to be moved. 1 Drew Victoria Gamils Associate KEANEWGUMEANEPc. ATTORNEYS AT LAW %tclti-Facc(,J law Finn.-ingularclienl KnIlf Serving the Hudson Valley and Beyond for over 40 Years 445 Hamilton Avenue, Suite 1500 White Plains, NY 10601 (914) 946-4777 Ext: 344 (914) 946-6868 (Fax) DGamils@kblaw.com www.kblaw.com Follow us on Twitter Follow us on Facebook Follow us on LinkedIn PERSONAL&CONFIDENTIAL The Information transmitted herein may contain privileged and/or confidential material. Any disclosure,copying,distribution or other use of,or taking of any action In reliance upon,information contained herein or attached hereto by persons or entitles other than the intended recipient(s)is prohibited. Any misdirection or other error in the transmission of this information Is not and shall not be considered a waiver of any applicable privileges. If you have received this transmission in error, please Immediately notify the sender and destroy the original transmission and its attachments without saving, distributing or copying In any manner. 4f Please consider the environment before printing this email message. From:Tara Orlando<torlando@ryebrook.org> Sent:Tuesday,June 28, 2022 12:17 PM To: Drew Victoria Gamils<DGamils@kblaw.com>; Sarah Brown<sbrown@hardestyhanover.com> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Drew, They didn't submit any fees. The applications don't have the property owners signed/notarized signature. N ichal sent them an email regarding that. I went back a looked at the 15' one and they also submitted a site plan application with escrow and a mechanical permit. Should I have them submit all that prior to the PB meeting? Tara A. OrCando Planning Board& Zoning Board of A peaCs Secretary TAage of Rye Brook 938 acing Street Rye Brook, New York 10573 Office (914) 939-0668 2 From: Drew Victoria Gamils<DGamils@kblaw.com> Sent:Tuesday,June 28, 2022 12:13 PM To:Tara Orlando<torlando@ryebrook.org>; Sarah Brown <sbrown@hardestyhanover.com> Subject: RE:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road That is correct. Drew Victoria Gamils Associate KEANEMBEANEPC. ATTORNEYS AT LAW Multi-FaMA lever Finn.SitgukrCliml Fo.w Serving the Hudson Valley and Beyond for over 40 Years 445 Hamilton Avenue, Suite 1500 White Plains, NY 10601 (914) 946-4777 Ext: 344 (914) 946-6868 (Fax) DGamils@kblaw.com www.kblaw.com Follow us on Twitter Follow us on Facebook Follow us on LinkedIn PERSONAL&CONFIDENTIAL The information transmitted herein may contain privileged and/or confidential material.Any disclosure,copying,distribution or other use of,or taking of any action in reliance upon, information contained herein or attached hereto by persons or entities other than the intended recipient(s) is prohibited. Any misdirection or other error in the transmission of this information is not and shall not be considered a waiver of any applicable privileges. If you have received this transmission in error, please immediately notify the sender and destroy the original transmission and its attachments without saving, distributing or copying in any manner. 4f Please consider the environment before printing this email message. From:Tara Orlando<torlando@rvebrook.org> Sent:Tuesday,June 28, 2022 12:09 PM To:Sarah Brown<sbrown@hardestvhanover.com>; Drew Victoria Gamils<DGamils@kblaw.com> Subject: FW:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road I believe the BOT is referring this to the July PB meeting. 7'ara A OrCando Planning Board& Zoning Board of.Appeals Secretary Village of Rye Brook 938 Xing Street Rye Brook, New York 10573 Office (914) 939-0668 3 From:Angela Poccia <apoccia@snyderlaw.net> Sent: Friday,June 24, 2022 2:06 PM To: Tara Orlando <torlando@ryebrook.org> Cc: Christopher Bradbury<CBradbury@ryebrook.org>; Leslie Snyder<LSnyder@snyderlaw.net>; Michael Sheridan <msheridan@snyderlaw.net> Subject:Village Board 6/28 Meeting-Verizon Wireless Application to Install Temporary Cell on Wheels at 975 Anderson Hill Road Tara: Pursuant to your discussion with Leslie Snyder, please see the attached in connection with the above referenced matter. Hard copies will follow next week. Please confirm that this matter has been added to the Village Board's June 28`h agenda. Thank you! Sincerely, Angela M. Poccia, Esq. Snyder&Snyder, LLP 94 White Plains Road Tarrytown, New York 10591 Phone:(914) 333-0700; Fax:(914) 333-0743 E-mail: APoccia@snyderlaw.net APlease consider the environment before printing this e-mail Confidentiality Notice: This communication contains privileged and confidential information intended only for the use of the addressee. If you are not the intended recipient, be advised that the unauthorized dissemination of this communication is strictly prohibited. If you have received this communication in error, kindly notify sender by collect-call for further instructions. 4 Building Permit Check List&Zoning Analysis Address: Ct 7.s fl�26:,o r-a 1 L L,V—0 SBL: l Z�7' .-2 Af - 1 ' 3 Zone: —1 U_t> Use: Const.Type: Other. Submittal Dam Z Z- Revisions Submittal Dates: CC Z3 Z Z �{ -zZ Applicant Q_�Zo►� L/�J t t7�t t.ES G��1 -t��i ct�Nr/��F 1�vr L�r n�! p,n L L[- Nature of Work: S�-A 1,C F 1 2A.fLl c -roLJ-17-LZ- op-3 G L C GrJ w 1L► ►M.A t ►-o't T...�A-� � ��G � v c N� �.4.n�r � views:ZBA: S E P _ 9 2022 PB: BOT: Other. NEED ( ) ( FEES:Filing. BP: Z�;'DD.-T C/O: Flood Plane: Legalization: ( ) (� APP: Dated: ✓ Notarized: ✓ SBL: ✓ Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening: ( ) ( ) ENVIRO:Long Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current Archival• Sealed: Unacceptable: ( ) (� PLANS:Date Stamped Seale•• '� Copies: 7/ Electronic. Other. ( ) ( License Workers Comp: ✓ Liability: �mp.Waiver Other. ( ) ( ) CODE 753#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL.Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Pen-nit: N/A Other. ( ) ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. ( ) ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK Plans: Permit: Fuel Type: Other. O O 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. _ ( A �vti i o N (✓19-0Z mtg.date: g 2-z approval: 1.1113Z notes: )PA mtg.date: approval• notes: ( PB mtg.date: 7 Z Z approvaL ? l`I 7- notes: AVVHUVLU Aux Date: EXISI'IIVG PROPOSED NO'TF_S Date: OCT - 4 2022 Circle: Fie Sides: Rc r. Main Cov Accs,Cov Ft H/Sb: Sd.H/Sb -GEA: : a-Imp: Hag /Stories: notes: LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE,9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER.SUITE 2600 NEW YORK. NEW YORK 10022 NEWARK, NEW JERSEY 07102 (212)749-1448 FAX(914) 333-0743 (973)824.9772 FAX(212)932.2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO DOUGLAS W. WARDEN JORDAN M. FRY Isnyder@snyderlaw.net Tarrytown office DAVID L.SNYDER � ^ ���V n (1956-201 2) October 4, 2022 ((l�>J" Mr. Michael Izzo, Building Inspector OCT - 4 2022 Village of Rye Brook VILLAGE OF RYE BROOK 938 King Street BUILDING DEPARTMENT Rye Brook, New York 10573 RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase, New York Dear Mr. Izzo: Pursuant to your email dated October 3, 2022, enclosed please find two (2) sets of final plans from Scherer Design Group, dated September 30, 2022. Kindly let me know when the building permit will be ready to be picked up. Verizon Wireless needs to construct the COW in the next week or so in order to continue to provide enhanced reliable wireless communication services to the area, including, without limitation, vital emergency wireless 911 communications. If you have any questions, please do not hesitate to contact me or Michael Sheridan of my office at (914) 333-0700. Thank you for your assistance. R s ly s It: itted, Les J. Snyder LJS/ms Enclosures cc: Verizon Wireless Z:SSDATA WPDATA,SS4•WP NEWBANM,TERESA GARCIATURCHASE 2 2022 ZONING(COW)BP 13PREVISEDPLANS2.1-TR.MSATF Mike Izzo From: Mike Izzo Sent: Friday, September 9, 2022 10:59 AM To: cconnolly@schererdesigngroup.com Cc: Isnyder@snyderlaw.net; ginagenti@celcom.com; Christopher Bradbury; Steven Fews; Tara Orlando; Laura Petersen Subject: 975 Anderson Hill Road, Rye Brook, NY Verizon COW Dear Ms. Connolly, The Building Department is in receipt of a Mechanical Permit Application along with plans prepared by Scherer Design Group & sealed by you submitted for a temporary cell on wheels (COW) and generator slated to be installed on the abandoned and severely overgrown Doral Arrowwood practice golf driving range at the subject location. Upon review of the submittal, I offer the following comments: 1. The entire equipment and ballast area (60+ foot diameter) must be cleared, leveled, graded, and prepared with filter fabric and %" crushed stone to create an adequate de-vegetated control zone. In addition, the temporary security fence should surround the entire control zone, not just the COW. Please provide a revised proposed site plan for review. 2. The plans are devoid of a landscaping schedule to maintain the maintenance building parking area and access to the COW free from overgrowth for Fire Department apparatus access to the COW control zone and maintenance building. Please provide and include a satisfactory perpetual site maintenance schedule on the plane. 3. The plans fail to properly identify the generator size (kw), generator fuel type, or fuel quantity. Please provide the requested information on the plans. 4. The plans make no provision for portable fire extinguishers (PFE's) which must be of the appropriate type and size, and be properly located, mounted, and identified as per the FCNYS. Please include the correct PFE's on the plans. Please provide two sets of revised plans to the Building Department for further review. Thank you. 1011che'1(7' /zzo Building& Fire Inspector Village of Rye Brook, NY (914) 939-0668 1 Colleen Connolly,PE II SCHERER DESIGN GROUP, LLC Parinei/CEO Steven Krug,PE PartnedCOO September 21,2022 ttJJ �( J Village of Rye Brook Building&Code Enforcement SFP 2 3 2022 938 King Street a Rye Brook, NY 10573 __aulLGlra-_rjr A i MENT Re: Verizon Site: NY-Purchase 2 Relo COW 975 Anderson Hill Road Village of Rye Brook,NY 10573 Block: 1 Lot:43 SDG Project#:20VEB008 Building Department Comment Dear Mr. Izzo: As you recall, Verizon Wireless has applied for a building permit for the installation of a temporary cell on wheels (COW) at the above-mentioned site. We have received your comments, dated September 9, 2022, which are attached hereto. Attached please find revised plans to address comments#2-4. With respect to comment#1, please note the following: The installation is temporary so that Verizon Wireless chose the proposed COW design, in part, to limit the impact on the property.Notwithstanding,pursuant to the building department's request,the fencing has been expanded to encompass not only the equipment tower/trailer,but also the three ballast mounts. In connection with the request for a de-vegetative control zone,Verizon Wireless is proposing crushed stone under its equipment tower/trailer and ballast mounts together with a landscape schedule ("Landscape Schedule"). See Page S-1 of the Plans regarding areas of crushed stone and the Landscape Schedule. As detailed on page S-1 of the Plans,the Landscape Schedule provides for the maintenance/cutting of grass and weeds as well as the removal of snow along the access drive and parking area.Such maintenance combined with the de-vegetative areas at the tower/trailer and ballast mounts will ensure access to the COW facility at all times of the year. Finally, only limited grading at the location of the tower/trailer and the ballast mounts is necessary in connection with the installation of the COW.The tower/trailer is stable even if the ballast areas are not at the same elevation due to the adjustability in the guy cables.Therefore,the requested grading of the entire 60+ foot diameter is not needed and would require an unnecessary amount of additional disturbance. 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph:908.323.2513 • Fax:908.323.2525 Certified Woman 0wned Business Enterprise Should you have any questions regarding any of the above information,please call me at 908-323-2513. Regards, F NEW ya9 GONNA 1r v Cr. J + n O �..,� W olle y lb E#0678y8�� �Qy SFD PROFESS`O 100 Corporate Drive,Suite 202 • Lebanon,NJ 08833 Ph:908.323.2513 • Fax:908.323.2525 Certified Woman Owned Business Enterprise LAW OFFICES OF SNYDER & SNYDER, LLP 94 WHITE PLAINS ROAD NEW YORK OFFICE TARRYTOWN, NEW YORK 10591 NEW JERSEY OFFICE 445 PARK AVENUE. 9TH FLOOR (914) 333-0700 ONE GATEWAY CENTER,SUITE 2600 NEW YORK, NEW YORK 10022 NEWARK,NEW JERSEY 07102 (212( 749-1448 FAX(914) 333-0743 (973)824-9772 FAX(212) 932-2693 FAX(973)824-9774 WRITER'S E-MAIL ADDRESS LESLIE J. SNYDER REPLY TO: ROBERT D. GAUDIOSO DOUGLAS W. WARDEN lsnyder@snyderlaw.net JORDAN M. FRY Tarrytown office DAVID L. SNYDER 1L_' F= 11 .11 r--' (1956-2012) \/' I� September 23, 2022 Mr. Michael Izzo, Building Inspector S F P 2 3 2022 Village of Rye Brook 938 King Street Rye Brook, New York 10573 - RE: New York SMSA Limited Partnership d/b/a Verizon Wireless Wireless Telecommunications Facility at the property located at 975 Anderson Hill Road, Purchase,New York Dear Mr. Izzo: We are the attorneys for New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") in connection with its application to install a temporary Cell on Wheels facility ("COW") at 975 Anderson Hill Road, Purchase,New York("Property"). On September 1, 2022, we filed the permit application and necessary documentation for a building permit for Verizon Wireless' COW at the Property. In connection with your comments, please find three (3) sets of the revised plans and a letter from project engineers, Scherer Design Group ("SDG"). Kindly let me know when the building permit will be ready to be picked up. Verizon Wireless needs to construct the COW in the next week or so in order to continue to provide enhanced reliable wireless communication services to the area, including, without limitation, vital emergency wireless 911 communications. If you have any questions or require any additional documentation, please do not hesitate to contact me or Michael Sheridan of my office at (914) 333-0700. Thank you for your assistance. Respe,atfigly submitted, L J. Snyder LJS/ms Enclosures cc: Verizon Wireless Z:\SSDATA\WPDATA\SS4\WKNEWBANM\TERESA GARCIMPURCHASE 2�2022 ZONING(COW)\BP\BPREVISEDPLANSLTRLIS.RTF ® DATE(MM/DDIYYYY)AC� `i CERTIFICATE OF LIABILITY INSURANCE 8/31/2022 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 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). CONTACT PRODUCER NAME: William Anthony, Jr. R 6 W Brokerage, Inc. ACNE ■t (516)599-3322 FAX 15161599-4377 Nc, A/C No: 8 Forest Avenue ADDRESS: wanthonyjr@rwbrokerage.com INSURERS AFFORDING COVERAGE NAIC p Lynbrook NY 11563 msURERA Merchants Mutual Ins. Co 23329 INSURED INSURER B.Merchants Preferred Ins Co 12901 Cel Tech Electric Inc INSURERC:Mt. Hawley Insurance Company 37974 289 Hendrickson Avenue INSURER D:Continential Casualty Company INSURER E Lynbrook NY 11563-1028 INSURER F: COVERAGES CERTIFICATE NUMBER:21-22 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 MAYBE 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 ADOLTYPE OF INSURANCE INSD WVD SUER POLICY NUMBER MMIDD POLICY YYYY MMIDD YYYY LIMITS LTR X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS-MADE �X OCCUR CMP9155147 12/31/2021 12/31/2022 PREMSES Eao curOrence S 1,000,000 X Contractual Liability X MED EXP(Any one person) S 10,000 PERSONAL &ADV INJURY S 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 EPOLICY PRO PRODUCTS-COMP/OP AGG SS 2,000,000 ECT OTHER. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) S B ALL OWNED SCHEDULED AUTOS AUTOS CAPI0500 B0 12/31/2021 12/31/2022 BODILY INJURY(Per accident) S NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident X Uninsured motorist combined single S 1,000,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 5,000,000 C EXCESS LAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTIONS MXL0434434 12/31/2021 12/31/2022 S WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S D Installation Floater/Builders 6045875847 02/15/2022 02/15/2023 Installation Floater Limit $1,000,000 Risk/Inland Marine DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) The following are hereby named as an additional insured per written executed contract: Village of Rye Brook CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 938 King Street ACCORDANCE WITH THE POLICY PROVISIONS. Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE �1 W Anthony, Jr./BILLY3 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 i2014C1, Workers' Yo Korers CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured (516)599-1 144 Cel Tech Electric,Inc. 289 Hendrickson Avenue 1c.NYS Unemployment Insurance Employer Registration Number of Lynbrook.NY 11563 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 47-0880310 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Continental Indemnity Company 3b.Policy Number of Entity Listed in Box"1 a"-37-808225-01-14 V it[age of Rye Brook 938 King Street 3c.Policy effective period Rye Brook,NY 10573 01/01/2022 to 01/01/2023 3d.The Proprietor,Partners or Executive Officers 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". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ❑x YES ❑NO 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: Patrick Scanlon (Print name of authorized representative or licensed agent of insurance carrier) Approved by: pa" - 08/31/2022 (Signature) (Date) Title: Managing Partner Telephone Number of authorized representative or licensed agent of insurance carrier: 212-947-4298 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. CA05.2 (9-17) www.wcb.ny.gov