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HomeMy WebLinkAbout49571-Z �S1IEFOLK�OG Town of Southold 7/25/2024 o- o�. s � P.O.Box 1179 o _ 53095 Main Rd ya {� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45395 Date: 7/25/2024 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: . 415 Elijahs Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in.this office dated 6/27/2023 pursuant to which Building Permit No. 49571 dated 8/14/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modification to existink wireless communication tower for Verizon Wireless as applied for. The certificate is issued to Peconic Coastal Prop LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au on ed S' n tore suF i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �W�' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49671 Date: 8/14/2023 Permission is hereby granted to: Peconic Coastal Prop LLC PO BOX 545 Southold, NY 11971 To: Modification to existing wireless communication tower: Verizon Wireless: including removal of(9) antennas and (6) RRHS; install (12) New Antennas, (6) RRHS, (2) OVPS, and (2) Hybrid Cables, as applied for and per Planning Board approval & conditions. At premises located at: 415 Elijahs Ln, Mattituck SCTM #473889 Sec/Block/Lot# 108.-4-11.3 Pursuant to application dated 6/27/2023 and approved by the Building Inspector. To expire on 2/1212025. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO-COMMERCIAL $50.00 Total: $550.00 J Building Inspector �o,*OE SOGTy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 �i (!ilINSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Ojr,Pi t S1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RENIARKS. i DATE 3 I INSPECTOR MAILING ADDRESS: PLANNING BOARD MEMBERS �pF So(/j P.O. Box 1179 DONALD J.WILCENSKI �0� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY aQ 54375 State Route 25 JAMES H.RICH III O cor.( Main Rd. &Youngs Ave.) MARTIN H.SIDOR �yCOUNT`1, Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: July 23, 2024 Re: Planning Department Report Wireless Upgrade: Verizon Wireless at 415 Elijah's Lane 415 Elijah's Lane, Mattituck, NY SCTM#1000-108.4-11.3 The Planning Board has found that the requirements of the above-referenced Verizon Wireless modifications and equipment up-grades have been completed based on the site inspection made May 31, 2024. The improvements are in compliance with the General Requirements of§280-70 and the Planning Department report dated August 11, 2023; therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. 0 ECEIVE JUL 2 4 2024 Building DePa►ment Town of Southold AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 1 FAX: 516.227.6367 June 21, 2024 VIA HAND DELIVERY Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Re: Submission of Close Out Items for Building Permit#49571 ("Permit")submitted by New York SMSA Limited Partnership d/b/a Verizon Wireless("Verizon Wireless")to the Town of Southold (the "Town") in connection with the upgrade of the existing public utility communication facility (the "Communication Facility") located at 415 Elijah's Lane, Mattituck,New York, with Suffolk County Tax Map designation Section 108 /Block 4/ Lot 11.3 (the"Property") Verizon Wireless Ref.: Mattituck LS6/Our File No. 100-0064 Dear Sir/Madam: In connection with the close out of the above-referenced Permit, enclosed are: 1) an Engineer's Certification prepared by B+T GRP, signed and sealed-by Peter D. Smith P.E.; and 2) a sworn Affidavit executed by Charles Dwyer, of Charles M. Dwyer, Inc., stating that there "was no electrical work of any nature whatsoever" involved in the work perfomed for the Permit. If everything is in order,kindly issue the certificate of occupancy for the close out of the Permit at your earliest convenience. If you should have any questions or comments,please do not hesitate to contact me. Thank you for your attention to this request. Very truly yours, India DeCarmine Enclosures D . C ���ILrb) J U N 2 1 2024 BUMDWG� ��D7�E�P' . (Ii'� 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26T.FLOOR NEW YORK,NY 10174 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 B+T GRP May 21,2024 Mohamed Khan PDS Engineering D.P.C. Crown Castle USA 1717 S. Boulder, Suite 300 2000 Corporate Drive Tulsa, OK 74119 Canonsburg, PA 15317 (918) 587-4630 btwo@btgrp.com Subject: Engineer's Certification of Completion Jurisdiction Designation: Building Permit Number: 49571 Veriaon Designation: Site ID: 144803 Engineering Firm Designation: Project Number: 108396.005.01 Site Data: Elijah's Lane, Mattituck, NY 11952 Latitude 40.999479°, Longitude-72.511202° Wireless Telecommunications Facility Dear Mohamed Khan, I, Peter D. Smith, a registered professional engineer in the state of New York with Registration No. 103685, have examined site photographs provided by the Client, last dated March 4, 2024, for the Wireless Telecommunications Facility referenced above. Based on the photographs provided; As Built drawings certified by Alex Oppenheimer of Comcell Construction, dated May 20, 2024; and the construction drawings by B+T Group dated June 16, 2023; 1 hereby certify that to the best of my knowledge, information, and belief all constructed improvements are in substantial compliance with the permitted construction drawings approved by the Town of Southold (last revised June 16, 2023) and that said improvements meet the intent of the applicable Codes listed on said drawings (e.g., 2020 IBC, 2020 IMC and 2017 NEC). In my professional opinion, any minor deviations from the drawings and specifications will not prevent the project from functioning in compliance with the requirements of the Town of Southold and other applicable regulatory agencies listed in the drawings. Should you have any questions or require any additional information, please do not hesitate to contact our office. Engineer's Certification of Completion prepared by: Bhree Barrett Respectfully submitted by: PDS Engineering D.P.C. Peter D. Smith, P.E. Engineer of Record NPig D � e 1 -12 l7, CHARLES A DWYER INC. ELECTRICAL CONTRACTING TOWN OF SOUTHOLD NO ELECTRICAL AFFIDAVIT March 13, 2024 PREMISES: 415 Elijahs Lane, Mattituck Sec/Block/Lot# 108.-4-11.3 PERMIT #: 49571 This is to certify that I, Charles Dwyer ,owner of Charles M. Dwyer Inc, being duly sworn, depose and say that there was no electrical work of any nature whatsoever. I realize that I must supply an Approve Electrical Certificate in the event the electrical work is installed at a future date. Signed: Charles Dwyer II . Charles M. Dwyer Inc, ner Sworn to before me this 114 Day of Ao'� , 20 2� e- N�ta Public JOSEPH C.CALI NOTARY PUBLIC,STATE OF NEW YORK NO. 01CA6435823 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES JUL 7,2026 1373 Lincoln Ave.Holbrook,NY 11741 Phone:631-654-5915 Fax: 631-654-5918 .D INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------ FOUNDATION (2ND) �^ z 0 of ROUGH FRAMING& � H 1 PLUMBING • S � W C` S INSULATION PER N.Y. STATE ENERGY CODE 32 FINAL ADDITIONAL COMMENTS n o �. m � k ro H z x d ro H o�S11fFO1A�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT y` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: . JUN 27 2023 Applications and forms must be filled out in_their entirety. Incomplete applications will not be accepted.',Where the Applicant is not the owner,an r,T DOankiaer's Autharvatian#rasa.(,Pape 2.)shall be rank ted. r� ?T rT",fL" Date: 6/26/2023 OWNERS)OF PROPERTY: ' Name:Peconic Coastal Properties, LLC SCTM#1000-108-4-11 .3 ProjectAddress:415 Eiljah's Lane, Mattituck, New York 11952 Phone#: Email: Mailing Address:c/o:their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22—Year Sites Tower Holdings LLC by its Attorney-in-Fact, CCATT LLC PO Box 545 Southold New York 11971 CONTACT PERSON: Name:c/o Gabriella Amato, Esq. of Amato Law Group, PLLC Mailing Address:666 Old Country Road, Suite 901, Garden City, New York 11530 Phone#:(516) 227-6363 Email:GAmato@amatofirm.com DESIGN PROFESSIONAL INFORMATION: Name:Peter D. Smith, P.E., of B+T Group Mailing Address:1717 S. Boulder, Suite 300, Tulsa, Oklahoma 74119 Phone#:(918) 587-4630 Email:marvin.phillips@btgrp.com CONTRACTOR INFORMATION: Name:Comcell Construction Corp. Mailing Address:1373 Lincoln Avenue, Holbrook, New York 11741 Phone#:(631) 654-5915 Email:Fran@com-cell.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: E othe r* $30,000.00 Will the lot be re-graded? ❑Yes ®No ® Will excess fill be removed from premises? ❑Yes ®No New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"),the Applicant herien, proposes to upgrade its existing public utility wireless communication facility located at the above-referenced property, as more fully reflected in the construction drawings submitted herewith and incorporated herein 1 PROPERTY INFORMATION Existing use of property:Public utility wireless communication facility Intended use of property:Public utility wireless communication facility Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Industrial this property? E]Yes ©No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm waterissues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulation's,for the construction of buildings, additions,alterations or for removal or demoliti6was herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors_on premises and in liuiidirig(s)for rieces'sary,inspection"s.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. on behalf of Applicant/Lessee New York SMSA Limited Partnership Application Submitted By(print name): d/b/a Verizon Wireless BAuthorized Agent ❑Owner Signature of Applicant: Date: 5/31/2023 Title: Network Engi ing- Real Estate STATE OF NEW YORK) SS: COUNTY OF�%�l 5,-a t' ) ,Oe X,•.-/ `4JS&c_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, �4he is the ( (Ist�C ±a( ��IC�C4 �i1 �� 1� 4C) Applicant/Lessee of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 57 j0tjiFi4` RPM- �MA,44F- 10fi Gtc.-SI _ WYORK. Zp2- No.02DE50604S V NatarylubIic 011.3 ti.� n:3ufigik rgunty Zdib My t;itir7+iss+on ;res(75 2c] 2 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner c/o:their Attorney-in- act SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22—Year Sites Jenifer Bachi, on behalf of Peconic Coastal Tower Holdings LLC, by its Attorney-in-Fact, CCATT I� Properties, LLC residing at LLC, Pb Box 545, Southold, New York 11971 New York SMSA Limited Partnershp d/b/a Verizon Wireles, do hereby authorize c/o Amato Law Group PLLC to apply on my behalf he Town of Southold Building Department for approval as described herein. ch o/2-5 CWwner's Signature Date Jenifer Bachi Site Acquisition Specialist Print Owner's Name 2 MAILING ADDRESS: PLANNING BOARD MEMBERS *V so P.O. Box 1179 DONALD J.WILCENSKI �OV� Old Southold,NY 11971 Chair OFFICE LOCATION: JAMES H.RICH III y Town Hall Annex MARTIN SIDOR �pQ 54375 State Route 25 PIERCE RAFFERTY (cor.Main Southold,&Youngs Ave.) AMELIA JEALOUS-DANK �I CO('JMY� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD U MEMORANDUM :AUG 1: 2023 To: Michael J. Verity, Chief.Building Inspector Building Department Town of Southold From: Heather M. Lanza, AICP, Planning Director Date: August 11, 2023 Re: Planning Department Report Equipment Upgrade for Verizon Wireless at 415 Elijah's Lane 415 Elijah's Lane, Mattituck SCTM#1000-108.4-11.3 The Planning Department has conducted a review of the proposed modifications referenced above pursuant to §280-74 B(2), and has received a report from our Wireless Technical Consultant, Cityscape, Inc. (see attached report). The proposed Verizon equipment upgrade is in compliance with the-General Requirements of§280-70. The proposed equipment upgrade will cause essentially no visible change to the exterior by removing and replacing antennas and radio heads, in addition all cables will be routed inside the shaft of the monopole. There is no proposed change to ground equipment. Therefore, we recommend a Building Permit be issued for this application.as.soon as possible to meet the Federal shot clock rules for approvals of modifications to wireless facilities. Laserfiche File: Planning Department/Applications/Site Plans (SP)/Pre- submission/1000-108.-4-11.3(6) Thank you for your cooperation. cc: Gabriella S. Amato, Esq., Amato Law Group Town, of Southotdn Now York ckyscape Telecommunications Sue Reviews C O N S U L T A N T S , I N C . CCUbcatibn Application 2423 S.Orange Ave#317 Orlando,FL 32806 Tel:877.438.2851 Fax:877.220.4593 July 17, 2023 Heather Lanza Town of Southold Town Hall Annex,Building 53095 Route 25 Southold,NY 11971 PROVIDER/NAME/ID: Verizon Wireless/Mattituck/ 144803 TOWER OWNER/NAME/ID: Crown Castle/BU#843211 /Mattituck ADDRESS: 415 Elijah's Lane,Mattituck,NY 11952 LATITUDE: 40° 59' 5.7.79"N LONGITUDE: 72°30' 40.17"W S CTM#: 1000-10 8.4-11.3 STRUCTURE: 107.5' Existing Monopole Tower(110.5' including appurtenances) Dear Ms. Lanza, At your request, on behalf of the Town of Southold("Town"), CityScape Consultants,Inc. ("CityScape"), in its capacity as telecommunications consultant for the Town, has considered the merits of the above-referenced application submitted on behalf of Verizon Wireless ("Applicant") to modify equipment on an existing one hundred and seven and a half(107.5)foot monopole tower. The tower, owned by AT&T and Crown Castle (and is managed by Crown Castle), is located at 415 Elijah's Lane, Mattituck, New York, see Figure 1. AT&T, Dish and T-Mobile also operate at this site. Support Structure&Equipment Per the submitted construction drawings (CDs)'the Applicant proposes to remove nine(9) antennas and six(6)Remote Radio Heads(RRHs) at the seventy-eight(78)foot level of the tower. The Applicant proposes to install new equipment, as shown in the table below, on the existing Verizon antenna mount located at the seventy-eight(78) foot level of the tower,see Figures 2 and 3. TOWER EQUIPMENT # ADD 12 Antennas:6)Commscope NNH-658-11281;3)Samsung XXDWMM-12.5-65; 3)Samsung MT6407-77A 6 RRH's:3)Samsung 82/668A;3)Samsung 85/1313 2 Hybrid cables 1-1/4" 1 CD's prepared by B+T Group,Rev 5"Construction"dated 6/16/23,signed and sealed by a registered New York Professional Engineer. Town of Southold—SCTM# 1000-108.4-11.3 cftftagm Verizon/ 144803 Page 2 CON S U L T A N T.S , I N G. At ground level in the compound, the Applicant has no changes to its equipment that is located within Verizon's shelter inside the tower's compound,see Figure 4. Structural Analysis The Applicant submitted a Structural Analysis Report (SA) prepared by Tower Engineering Professionals,dated April 4,2023,based on ANSI/EIA/TIA-222-H,Risk Category II and Exposure Category C standards. The analysis indicates that, after the Applicant's proposed modifications, the tower would be at 93.5% of maximum usage capacity' (out of an allowable 105%). Thus, it is determined that the structure, with the proposed modifications, would be structurally compliant, see Figure 5. The two (2) new hybrid cables that will be added will be routed inside the monopole as indicated on the SA. Since the Applicant will be using its existing antenna mount,a Mount Analysis Report was submitted. The report was prepared by NB+C, dated June 24, 2022 and utilized the same criteria as the SA referenced above.. The analysis concludes the max structure rating is at 36.2% which falls within the acceptable range,see Figure 6. RF Exposure Safety To verify RF exposure safety, A Radio Frequency— Electromagnetic Energy (RF-EME) Report from EBI Consulting,- dated 7/7/2023 was submitted by the Applicant showing FCC compliance with RF exposure rules at no more than 20.6% of the FCC limits for public RF exposure,see Figure 7. Summary Approval Recommended CityScape verified this application to be an eligible facilities request and meets the definition of a non-substantial change ("substantial change" being defined in 47 CFR §1.6100(b)(7) of the FCC Rules). Therefore, this application qualifies for streamlined processing at staff level under 47 CFR_§1.6100(c) and CityScape recommends approval. 5 Town of Southold—SCTM# 1000-108.4-11.3 cftftagm Verizon/ 144803 Page CONSULT ANTS , INC. I certify that, to the best of my knowledge, all the information included herein is accurate at the time of this report. CityScape only works for public entities and has unbiased opinions. All recommendations are based on technical merits without prejudice per prevailing laws and codes. CityScape verified that the proposed appurtenances shown by Applicant's construction drawings were listed in the structural report,but we did not independently verify the calculations, statements or the appropriateness of the analysis criteria contained therein. Town staff should verify compliance with applicable building and fire codes prior toyissuance of a permit for this modification. Respectfully submitted, Steven Webster Project Engineer Cityscape Consultants, Inc. I Town of • • • 111 1: _ pe 144803 • re Anders Jensen Design ��� � Temporarily closed � '� " ' Advance Auto Parts HUZO(7Jf15 Slnfe i « 5 Main Rd Figure I —Site N � ¢ • Long Island Tick Testing 'rk I � Location Town of Southold—SCTM# 1000-108.4-11.3 Ckyscape .Verizon/ 144803 Page C O N S U L T A N T S i N C . JuN 2 8 2023 FAA APPROM HEIGHT:125'-O'ACE out o d Town Planning Board sTRUC1URC+v/ lN ORRUCNCCs EEN.-n8'-6' 0 lT05I�AY.ANTENNAS - IF5 0 i TOP OF TavER I + ER51»ro AVTEeavAs I t !/C-2 ,. KRRON AVIE1«wS I NEW YWASC EWQ'MENT Y1'RRMM CCFENNII -0 I (8)SAMSUNG 5 NMh&:8-R28 M'IENNLS l l (J)SAMSUAQ-B5/813 RA4 (3)SWS'N0-UT6407 77AN (»SWUNG-)OUM-'!7p MYEN.AS ((5)SWUNG-MOC-M-12.5-6s (W RA7CAP-N010C-3MOMS 18 D6741ID OT1 Ex151R10 NDE'NIs I `(E)�'EI:RQ»CCU�P6!r' 10 REI YV 1 RAYCAP-R%xOC-}315-PE-46 UPTED ON E71`.ANG MOUi11S Exa .'ANIVeas Z. .67- VERReN EC✓.PNENT ANTENNA CU W8 W MQUW Cl•78,-0' !9 p� 7 I (E)107'-6'UONOPOIE (E)VERQON EEEDLNES _ (12)CC"CAMrs(7/81) (1)NTENA CABLE(1-1/4-) N)VEIOZON i'EEDUNES 2)WMW CARS(1-1/4') d 0 I f OTOWER ELEVATI SCALE: NO ONT To SCNs Figure 2—Elevation Drawing of Structure &Proposed Equipment Town of Southold—SCTM# 1000-108.4-11.3 City;��ca„p Verizon/ 144803 Nam+ Page 6 C O N S U L T A N T S I N C. CA (E)RR1I TO BE RYIewEO (GAWA) SA MP12-92/B60A RRN-BAOA9 337 ALUUTN ! (3 TOTAL,1 PER SECTOR) C3 aAll (E)CW TO REvxm R%OC- 1715-F-B(I TOTAL) (E)PLATFORM MOUW- Cr (E)ANTENNA TO BE REUOVEO f0 REMAMI �VA- A2 (9 TOTAL. L 3 PER PEA SM SECTOi) AS 84 L '•�� ;�.� 70'hL'NUM w- 82`.. , M (E)RRN To BE REUOIEO 2c7'A21M9M TJ7 SAVSµT4-87/81J RR11-CRO/C BZ (]TOTAL I PER SECTOR) BT L EXISTING ANTENNA PLAN CA SLE: NOT TO SCALE N \ S MSUN;-B2/866%CRAM NL SUW ARM QT4439D-27A) (� ) (3 TOTAI,I PEA SECTOR) 334 A2WVEN `� C3 NEW ANM NA COMMSCOPE-WI11-656-R2B (6 TOTAL 2 PER SECTOR) 40ERATE ,fl'L�pl AT 3OhRATE Cl yCyR/IR •� �' RATCIP-RC3CC-]]17-PF-4a (I TOTAL) T3�`� RANG RC3CC-3315-PP-" (2 TOTAL) A2 4/LT[ NEW WOI SAMSR.O-B7/813 ORAN RFM{W-i3AQ ' A3 ' ]TOTAL 1 PER SCCf01f) 04 h7.-SUBB YO OPOLE 70�AIaI�M NEW ANTENNA SAMSUN0-Xl='01-12.S-6S BS (3 TOTAL.I PER SECTOR) (E)PLATFORM MOUNT 7.5'(AZBtUBRA)M M y Nl-SYBB 02 i� SG•IR/ElE %ON ANTENNA SAMSIINo-UTU07-77A DI (3 TOTAL 1 PER SECTOR) WR= NEW ANTENNA PLAN =_ 3 scuE:Nor ro scALE N Figure 3—Overhead View of Existing and Proposed Equipment Configuration Town of Southold-SCTM# 1000-108.4-11.3 ckyscape,Verizon/ 144803 Pagel C o N S U L T A N T S I N C. . , . • i. �uN 2s taia j aim-r.ouav -- --------------- Sn'EPV.V Figure 4-Ground Equipment Configuration - � L / Town of Southold—SCTM# 1000-108.4-11.3 cape Verizon/ 144803 � � Page C O N S U L T A N T S I N C , Date: April 4,2023 Tower Engineering Professionals 326 Tryon Road Raleigh,NC 27603 (919)661-6351 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 5000193684 Site Name: Mattituck Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 745021 Work Order Number: 2217925 Order Number: 648700 Rev.0 Engineering Finn Designation: TEP Project Number: 218919.839766 Site Data: 415 Elljahs Lane,Mattituck,Suffolk County,NY 11952 Latitude 401 59'57.79",Longitude-72°30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural Integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level.Based on our analysis we have determined the tower stress level for the structure and foundation,under the following load case,to be: LC7:Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code.Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Gautam Sopal,E.I.I DEN Respectfully submitted by: H� OIy�,per r ,s Adam N.Howe,P.E. C� 'v 1069SS ARO SSIONP� 4-4-2023 RECEIVED JUN 2 8 2023 Southold Town Planning Board Figure 5—Structural Analysis Summary Town of Southold—SCTM# 1000-108.4-11.3 C Verizon/ 144803 Page CON s U LT A N T S , I NC. verizonk' TOa�"c. TOTALLY COMMITTED. Network Building+Consulting,LLC 1.777 Sentry Parkway.W,Veva 17 Suite 400 Blue Bell,PA:19422 (267)460-bI22 NBC_SmartTool@nbcllc.com Antenna Mount Analysis Report and PMI Requirements Mount Analysis •SMART-Tool Project#:10150854 NB+C Project#:100895 June 24,2022 Site Information Site 1D: 144803-VZWI MATT/TUCK Site Name: MAMTUCK • Carrier Name: Verizon Wireless Addiess. Elijah Is Lane 6 RT 25 Southold,,New York 11952,Suffolk County Latitude: 40.999360° Longitude: 72.511400' Structure Information Tower Type. 107.5-F1 Monopole Mount Type:. 12.5-Ft Platform Mount FUZE ID#16275828 AnalvWs Results Platform: 36.2%,Pass* Antennas and i nstalled in com liana with PMI Re wire ents of this mount analSMS "*"Contractor PMI Redulmments: Included at,the end of this,MA report . -Avai/ab/e'&Submitted,via portal athttpd.-ApmLviwsmart.corn For additional questions and support,please reach out.to: .vzwpm1support@nbcI1c.com pF.NEty Y Report Prepared By:Rachel Huang,P.E. 0E4 o�G0 * o N 6/24/2022 �� 084470, �osstoN�' Figure 6—Mount Analysis Summary 1� Town of Southold—SCTM# 1000-108.4-11.3 Verizon/ 144803 �Rys� Page 10 C O. 'N S U LTA N T.S , I N C.. i Radio Frequency - Electromagnetic Energy (RF-EME) Jurisdictional Report Site No.. 144803 Mattituck Elijah's Lane&Rt 25 . Southold,New York 11952 Suffolk County,, 400 59' 57.70"N.-729 30' 41.W?W NAD83 EBI Project No.6223002739• July 7,2023 At-ground level,the makimum cumulative exposure level from all carriers at this-Site is approximately 20.63:percent-of'.the:FCC's general population limit (4.126 percent of the FCC's occupational limit). Additionally, at the.adjacent rooftops,and ground, the maximum cumulative,exposure,level from all carriers at this Sice'is below both the FCC's general population.and�occupational limits. Prepared for. Verizon Wireless 4 Centerock,Road West Nyack,NY'10994 Prepared by: EBI -Consulting environmental I engineering I due.diligence r Figure 7—EME Compliance Report Title Page with Report Conclusions ELIJAH'S (50' WIOE) LANE 1— VI O�O ' V / p � ...y 1- N Z -k`}7 a o U b Q O `t r a• � FVr b U q '•' Jrr U � z � � LJ"• alp r Y ' W O MEA J W 83.4941�'m1E _ IS.Its nsree w O !n = O u r p O a z ^ y z CQ 0 W U 0 J E 0 M1 R L 4 O U w cl 0,r - O ILI WO O i O' o T N 23°52'10"W N 23°0810"W 101.47' 39.46' NOW OR FORMERLY OF THE �. ryn,�°;,.•p COUNTY of SUFFOLK ♦ r.aw NtYri�W. S RV OF PROPERTY _LOCATED AT; _..� �.'«�"CIA..••-yea-rerl °' #415 ELIJAH LANE. MA1T11•UCK COUNTY OF SUFFOLK TOWN OF SOUTHOLD M SIATE OF NEW YORK "• 1 r DISTRICf ...... 1000, SECTION 108 01OCK ....... 4, TAX 101(S) Aw vam,mc murAur COMCCON-01 TEJASPI CERTIFICATE OF LIABILITY INSURANCE [7 DATE(MMID IY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 CONEACT Darleen Aslanis, Ext.161 Millennium Alliance Group,LLC 534 Broadhollow Rd. a/c°NN,E:t:(516)496-8004 16.1 a/c,No Ste.103 AbmpAgILEss,Aslanis@mag-insurance.com Melville,NY 11747 INSURER S AFFORDING COVERAGE NAIC# INSURER A:American Empire Surplus Lines Insurance Co. 35351 INSURED INSURER B:Merchants Preferred Insurance Company 12901 Comcell Construction Corp INSURER C:RSUI Indemnity Insurance Company 22314 1373 Lincoln Avenue INSURERD:Arch Specialty Insurance Co 21199 Holbrook,NY11741 INSURER E:LibertyInsurance Underwriters Inc 119917 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP, LIMITS LTRIDDfYYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR X PLE73784301 7/8/2022 7/8/2023 PREMISESEa DAMAGE f occurrence) $RENTED 50,000 MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ 11000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY F_V_1 jE LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: POLICY AGGREGAT $ 5,000,000 COMBINED SINGLE LIMIT $ 1,000,000 B AUTOMOBILE LIABILITY X ANY AUTO CAPI052866 7/8/2022 7/8/2023 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-SWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per acGtlent $ C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE NHAO94791 7/8/2022 7/8/2023 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY T YIN ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Excess Liab. UXPI04528401 7/8/2022 7/8/2023 Per Occ/Per Agg 3,000,000 E Excess Liab. 1000352540-03 7/8/2022 7/8/2023 Per Occ/Per Agg 5,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9/14/22-9/14/23$250,000 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9/14/22-9/14/23$1,000,000 limit. Pollution Liability-Markel Insurance Co.-Policy#MKLCIENV100512 2/17/2022-2/17/2023 $1,000,000 Condition Limit/2,000,000 Agg.Limit. Town of Southold,54375 Main Road,Southold,New York,11971 is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF N PO Box�66699,Albany,NY 12206 New York state insurance Fund nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE pir qT '0 ^^A^ 270807207 ' MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 •+ '• - MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 54375 MAIN ROAD HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 776439 08/02/2022 TO 08/02/2023 2/8/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, YOR TO VALIDATE THIS ORK STATE INSURANCE RFUNDA S NOITIT OUR LIAB EVIN THE EVENT OF FAIEBSITE AT LURE TOIG VEMSUCHTNOTIFICATIONS. NEW THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS O RIGHTS NOR NCE COVERAGE CERTIFICATE UPON I THEUED AS A CERTIFICATE ATTER OF HOLDER. INFORMATION THIIS CERT FIICATE AND DO S NOS NAME D, EXTEND IORU ALTER THE COVERAGE AFFORDED ,BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 922430604 U-26.3 l Date: April 4, 2023 Tower Engineering Professionals 326 Tryon Road Raleigh, NC 27603 (919) 661-6351 Subject: Structural Analysis Report Carrier Designation: Verizon Wireless Co-Locate Site Number: 5000193684 Site Name: Mattituck Crown Castle Designation: BU Number: 843211 Site Name: Mattituck JDE Job Number: 745021 Work Order Number: 2217925 Order Number: 648700 Rev. 0 Engineering Firm Designation: TEP Project Number: 218919.839766 Site Data: 415 Elijahs Lane, Mattituck, Suffolk County, NY 11952 Latitude 400 59'57.79", Longitude -72°30'40.17" 107.5 Foot-Monopole Tower Tower Engineering Professionals is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above-mentioned tower. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 128 mph as required by the 2020 New York State Uniform Code. Applicable Standard references and design criteria are listed in Section 2-Analysis Criteria. Structural analysis prepared by: Gautam Sopal, E.I. /DEN h1� Respectfully submitted by: Q-�oP�.JI HO�� ,d Adam N. Howe, P.E. ZN C� 1069a9 A�o�ss�oNP� _ . 4-4-2023 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCl BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2)ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2- Other Considered Equipment 3)ANALYSIS PROCEDURE Table 3- Documents Provided 3.1)Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4- Section Capacity (Summary) Table 5-Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A tnxTower Output 6)APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 8.1.1.0 April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCl BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 3 1) INTRODUCTION This tower is a 107.5-ft monopole tower designed by Paul J. Ford and Company. The tower has been modified per reinforcement drawings prepared by Paul J. Ford and Company in April of 2019. 2)ANALYSIS CRITERIA TIA-222 Revision: TIA-222-H Risk Category: II Wind Speed: 128 mph Exposure Category: C Topographic Factor: 1.0 Ice Thickness: 1.0 in Wind Speed with Ice: 50 mph Service Wind Speed: 60 mph Table 1 - Proposed Equipment Configuration Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft -- ------------ - _ Commscope -� NHH-65B-R2B w/Mount Pipe 3 Samsung MT6407-77A w/Mount Pipe Telecommunications 3 Samsung XXDWMM-12.5-65-8T-CBRS Telecommunications w/Mount Pipe j 78.0 78.0 Samsung 12 7/8 3 Telecommunications RF4439D-25A 3 1-1/4 i ( Samsung RF4440D-13A ! Telecommunications 1 3 Raycap RXXDC-3315-PF-48 1 Tower Mounts Platform Mount[LP 301-1] Table 2 -Other Considered Equipment Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 3 Ericsson AIR 6419 B41_TMO w/Mount Pipe F3 RFS Celwave APXVLLI9P_43-C-A20_TMO w/Mount Pipe j 108.0 I APXVAALL24_43-U- 107.0 3 RFS Celwave I NA20_TMO w/Mount Pipe 3 1-5/8 3 —T— Ericsson RADIO 4460 132/1325 B66_TMO 3 Ericsson Radio 4480_TMOV2 107.0 1 Tower Mounts Platform Mount [LP 303-1_HR-1] tnxTower Report-version 8.1.1.0 April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CC18U No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Level (ft) Elevation Antennas Manufacturer Lines Size(in) (ft) --- -- - - - - - - 9 _ Commscope NNHH-65A-R4 w/Mount Pipe ( 3 y Nokia BAND 5 AHCA RRH4X40 3 Nokia AHLBA 4 3/8 98.0 gg.0 3 Alcatel Lucent B25 RRH4X30 2 3/4 3 Alcatel Lucent RRH4X25-WCS 12 1�/8 i 5/8 ! 2 Raycap I DC6-48-60-18-8F Tower MountsPlatform Mount F�7 [LP 1201-1 HR-1] ---- 3 JMA Wireless MX08FRO665-21 w/Mount Pipe 3 Fujitsu TA08025-B605 88.0 88.0 3 Fujitsu I TA08025-13604 1 1-3/8 { 1 Raycap RDIDC-9181-PF-48 1 Tower Mounts 1 Commscope MC-PK8-DSH 62.0 t 3 Remec S20057A1 F 3 —1 Ericsson -T RRUS 11 B2 I 3 Ericsson AIR 21 134A 132P w/Mount Pipe APXVAARR24_43-U-NA20 2 7/8 61.0 61.0 3 ` RFS Celwave w/Mount Pipe 6 I 1 5/8 3 Ericsson RADIO 4449 612/1371 �1 Tower Mounts T-Arm Mount[TA 702-3] 3)ANALYSIS PROCEDURE Table 3 -Documents Provided Document Reference Source t - Geotechnical Report 4840866 CCISites Tower Foundation Drawings 4840859 CCISites Tower Manufacturer Drawings 4840867 CCISites Tower Reinforcement Drawings 8373363 CCISites Post-Modification Inspection 8838719 CCISites 3.1)Analysis Method thxTower(version 8.1.1.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. When applicable, Crown Castle has calculated and provided the effective area for panel antennas using approved methods following the intent of the TIA-222 Standard. tnxTower was used to determine the loads on the modified structure. Additional calculations were performed to determine the stresses in the pole and in the reinforcing elements.These calculations are presented in Appendix C. tnxTower Report-version 8.1.1.0 April 4, 2023 107.5-ft Monopole Tower Structural Analysis Report CC/BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 5 3.2) Assumptions 1) The tower and structures were maintained in accordance with the TIA-222 Standard. 2) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2, and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Tower Engineering Professionals should be notified to determine the effect on the structural integrity of the tower. 4)ANALYSIS RESULTS Table 4-Section Capacity(Summary)'Z Elevation(ft) Component Size Critical Element %Capacity Pass/Fail 107.5-102.5 Pole I TP24.801x240.2188 i Pole 5.6% I Pass 102.5-97.5 Pole I TP25.602x24.801x0.2188 Pole 11.2% Pass 97.5-92.5 Pole TP26.403x25.602x0.2188 Pole I 19.6% Pass 1 r 92.5-87.5 Pole TP27.203x26.4034.2188 Pole 28.0% Pass 87.5-82.5 Pole TP28.004x27.203x0.2188 Pole 37.8% Pass 82.5-77.5 Pole TP28.805x28.004x0.2188 Pole I 47.8% Pass 77.5-75.5 Pole TP29.726x28.805x0.2188 Pole 52.8% ! Pass 75.5-70.5 Pole TP29.489x28.688x0.25 Pole 55.6% Pass 70.5-65.5 Pole TP30.289x29.4890.25 Pole 64.9% I Pass 65.5-60.5 Pole TP31.09x30.2894.25 Pole 73.9% Pass 60.5-55.5 Pole TP31.891x31.094.25 Pole 83.0% ! Pass 55.5-53.58 Pole TP32.198x31.891x0.25 Pole 86.3% Pass 53.58-53.33 Pole+Reinf. F TP32.238x32.198x0.4188 Reinf.4 Tension Rupture 71.5% I Pass j 53.33-48.33 Pole+Reinf. TP33.039x32.238x0.4125 Reinf.4 Tension Rupture 78.6% Pass 48.33-43.33 Pole+Reinf. TP33.84x33.039x0.4125 Reinf.4 Tension Rupture 85.2% Pass i 43.33-40 Pole+Reinf. TP35.094x33.840.4063 Reinf.4 Tension Rupture 89.3% Pass 40-35 Pole+Reinf. TP34.674x33.873x0.475 Reinf.4 Tension Rupture 85.1% Pass 35-30 I Pole+Reinf. TP35.475x34.674x0.4688 Reinf.4 Tension Rupture 89.9% Pass 30-27.75 I Pole+Reinf. TP35.835x35.475x0.4625 Reinf.4 Tension Rupture 92.0% Pass I 27.75-27.5 Pole+Reinf. TP35.875x35.835x0.5125 Reinf.3 Tension Rupture 77.5% Pass 27.5-22.5 Pole+Reinf. TP36.676x35.875x0.5 Reinf.3 Tension Rupture 81.3% (-Pass 22.5-17.5 Pole+Reinf. TP37.477x36.676x0.5 Reinf.3 Tension Rupture F84.9% Pass j 17.5-12.5 Pole+Reinf. TP38.278x37.477x0.4938 Reinf.3 Tension Rupture 88.2% I Pass I 12.5-7.5 Pole+Reinf. TP39.079x38.278x0.4875 Reinf.3 Tension Rupture 91.4% Pass 7.5-3.92 Pole+Reinf. TP39.65209.0790.4875 Reinf.3 Tension Rupture 93.5% Pass 3.92-3.67 Pole+Reinf. TP39.692x39.652x0.7625 Reinf.3 Tension Rupture 64.8% Pass j 3.67-3.25 Pole+Reinf. TP39.75909.6920.7625 Reinf.3 Tension Rupture 65.0% I Pass 3.25-3 Pole+Reinf. TP39.79909.7590.4938 Reinf.1 Compression 88.1% Pass 3-0 Pole+Reinf. TP40.2809.799x0.5 Reinf.1 Compression 89.6% Pass -� Summary Pole 86.3% Pass Reinforcement 93.5% Pass Overall 93.5% Pass l tnxTower Report-version 8.1.1.0 April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CC/BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 6 Table 5-Tower Component Stresses vs.Capacity -LC7 Notes Component Elevation (ft) % Capacity Pass/Fail 1,2 Anchor Rods 1 - 81.5 Pass 1,2F Base Plate - ; 89.6 Pass 1,2 Base Foundation Structural - 75.6 Pass 1,2 Base Foundation Soil Interaction F 92.4 Pass Structure Rating (Max from all components)= 93.6% Notes: 1) See additional documentation in"Appendix C-Additional Calculations"for calculations supporting the%capacity listed. 2) Rating per TIA-222-H Section 15.5. 4.1) Recommendations 1) The tower and its foundation have sufficient capacity to carry the proposed load configuration. No modifications are required at this time. tnxTower Report-version 8.1.1.0 April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CC/BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 7 APPENDIX A TNXTOWER OUTPUT tnxTower Report-version 8.1.1.0 MATERIAL STRENGTH 107.5n ` GRADE IFY Fu GRADE Fy Fu A607-60 160 ksi 175 ksi A607-65 165 ksi 180 ksi N o V n 10256 TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. N m N m I ci2. Tower designed for Exposure C to the TIA-222-H Standard. N N 97.5« 3. Tower designed for a 128 mph basic wind in accordance with the TIA-222-H Standard. r 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to o increase in thickness with height. 16 5. Deflections are based upon a 60 mph wind. sz.s 6 6. Tower Risk Category II. 7. Topographic Category 1 with Crest Height of 0.00 ft N 8. TOWER RATING:93.5% N 87.5 ft a0 o a N N 82.5 8 N \ N N 77.5 ft r n O � 71.8 ft a ? 70.5 ft o ¢ a N N O O N 65.5 ft co N 60.5 fl4 ' - 1 o < N O 55.5 ft N ® 53.6 ft O ' c l� a 0 48.3 ft a o � o 43.3 ry a co 35.5 It o 30.0 ft m 27.8ft ALL REACTIONS ® ARE FACTORED N N o 22.5 ft AXIAL 58 K o o N �° SHEA MOMENT n 17.5 ft 1�1�n a 7 K 576 kip-ft 12.5 ft TORQUE 1 kip-ft 50 mph WIND-1.0000 in ICE m N N AXIAL 7.5 ft 40 K N NC. m c 3966 SHEA MOMENT o m 31 K rrr ,,,+++ 2491 kip-ft 00 6 0 .m TORQUE 3 kip-ft a REACTIONS-128 mph WIND N - LU E FF s ❑ ❑ o _ N 2 F N F m (7 Tower Engineering Professionalslob: Mattituck BU 843211) 326Tryon Road Project TEP No.218919.839766 l cl1e0t Crown Castle Drawn by SPN APPd' Raleigh, NC 27603 Tower Engineering Professionals Phone:(919)661-6351 code: TIA-222-H Dale:04/04/23 scale: NTS FAX: 919 661-6350 Path: Dwg No.E-1 Job Page WxTower Mattituck(BU 843211) 1 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Tower input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level:29.00 ft. Basic wind speed of 128 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 IF. Deflections calculated using a wind speed of 60 mph. TOWER RATING: 93.5%. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used:Kes(FW)=0.95,Kes(ti)=0.85. Maximum demand-capacity ratio is: 1.05. 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 Calculate Redundant Bracing Forces Consider Moments-Diagonals J Assume Rigid Index Plate Ignore Redundant Members in FEA Use Moment Magnification Use Clear Spans For Wind Area SR Leg Bolts Resist Compression Use Code Stress Ratios Use Clear Spans For KL/r All Leg Panels Have Same Allowable Use Code Safety Factors-Guys Retension Guys To Initial Tension Offset Girt At Foundation Escalate Ice Bypass Mast Stability Checks Consider Feed Line Torque Always Use Max Kz Use Azimuth Dish Coefficients Include Angle Block Shear Check Use Special Wind Profile Project Wind Area of Appurt. Use TIA-222-H Bracing Resist.Exemption Include Bolts In Member Capacity Autocalc Torque Arm Areas Use TIA-222-H Tension Splice Exemption Leg Bolts Are At Top Of Section Add IBC.6D+W Combination Secondary Horizontal Braces Leg Sort Capacity Reports By Component J 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 KL/ry For 60 Deg.Angle Legs Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known WxTower Job Mattituck(BU 843211) Page2 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in I in in in L1 107.50-102.50 5.00 0.00 18 24.0000 24.8008 0.2188 0.8750 A607-60 (60 ksi) L2 102.50-97.50 5.00 0.00 18 24.8008 25.6017 0.2188 0.8750 A607-60 (60 ksi) L3 97.50-92.50 5.00 0.00 18 25.60117 26.4025 0.2188 0.8750 A607-60 (60 ksi) L4 92.50-87.50 5.00 0.00 18 26.4025 27.2034 0.2188 0.8750 A607-60 (60 ksi) L5 87.50-82.50 5.00 0.00 18 27.2034 28.0042 0.2188 0.8750 A607-60 (60 ksi) L6 82.50-77.50 5.00 0.00 18 28.0042 28.8050 0.2188 0.8750 A607-60 (60 ksi) L7 771.50-71.75 5.75 3.75 18 28.8050 29.7260 0.2188 0.8750 A607-60 I (60 ksi) L8 71.75-70.50 5.00 0.00 18 28.6879 29.4886 0.2500 1.0000 A607-60 (60 ksi) 1-9 70.50-65.50 5.00 0.00 18 29.4886 30.2894 0.2500 1.0000 A607-60 (60 ksi) L10 65.50-60.50 5.00 0.00 18 30.2894 31.0902 0.2500 1.0000 A607-60 (60 ksi) L11 60.50-55.50 5.00 0.00 18 31.0902 31.8909 0.2500 1.0000 A607-60 (60 ksi) L12 55.50-53.58 1.92 0.00 18 31.8909 32.1984 0.2500 1.0000 A607-60 (60 ksi) L13 53.58-53.33 0.25 0.00 18 32.1984 32.2385 0.4188 1.6750 A607-60 (60 ksi) L14 53.33-48.33 5.00 0.00 18 32.2385 33.0392 0.4125 1.6500 A607-60 (60 ksi) L15 48.33-43.33 5.00 0.00 18 33.0392 33.8400 0.4125 1.6500 A607-60 (60 ksi) L16 43.33-35.50 7.83 4.50 18 33.8400 35.0940 0.4063 1.6250 A607-60 (60 ksi) L17 35.50-35.00 5.00 0.00 18 33.8733 34.6741 0.4750 1.9000 A607-65 (65 ksi) L18 35.00-30.00 5.00 0.00 18 34.6741 35.4750 0.4688 1.8750 A607-65 (65 ksi) L19 30.00-27.75 2.25 0.00 18 35.4750 35.8354 0.4625 1.8500 A607-65 (65 ksi) L20 27.75-27.50 0.25 0.00 18 35.8354 35.8754 0.5125 2.0500 A607-65 (65 ksi) L21 27.50-22.50 5.00 0.00 18 35.8754 36.6762 0.5000 2.0000 A607-65 (65 ksi) L22 22.50-17.50 5.00 0.00 18 36.6762 37.4771 0.5000 2.0000 A607-65 (65 ksi) L23 17.50-12.50 5.00 0.00 18 37.4771 38.2779 0.4938 1.9750 A607-65 (65 ksi) L24 12.50-7.50 5.00 0.00 18 38.2779 39.0787 0.4875 1.9500 A607-65 (65 ksi) L25 7.50-3.92 3.58 0.00 18 39.0787 39.6521 0.4875 1.9500 A607-65 (65 ksi) L26 3.92-3.67 0.25 0.00 18 39.6521 39.6922 0.7625 3.0500 A607-65 (65 ksi) L27 3.67-3.25 0.42 0.00 18 39.6922 39.7595 0.7625 3.0500 A607-65 (65 ksi) L28 3.25-3.00 0.25 0.00 18 39.7595 39.7995 0.4938 1.9750 A607-65 (65 ksi) L29 3.00-0.00 3.00 18 39.7995 40.2800 0.5000 2.0000 A607-65 (65 ksi) WxTower Job Page 3 of 31 Mattituck(BU 843211) Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Tapered Pole Properties Section Tip Dia. Area 1 r C I/C J It/Q w it/t in in1 in' in in in' in' in in Ll 24.3365 16.5116 1179.7676 8.4423 12.1920 96.7657 2361.0876 8.2574 3.8390 17.55 25.1497 17.0677 1303.0131 8.7266 12.5988 103.4234 2607.7408 8.5354 3.9799 18.194 L2 25.1497 17.0677 1303.0131 8.7266 12.5988 1103.4234 2607.7408 8.5354 3.9799 18.194 25.9629 17.6237 1434.5563 9.0109 13.0057 110.3025 2871.0002 8.8135 4.1209 18.838 L3 25.9629 17.6237 1434.5563 9.0109 13.0057 110.3025 2871.0002 8.8135 4.1209 18.838 26.7761 18.1797 1574.6673 9.2952 13.4125 1117.4032 3151.4066 9.0916 4.2618 19.483 L4 26.7761 18.1797 1574.6673 9.2952 13.4125 ,117.4032 3151.4066 9.0916 4.2618 19.483 27.5893 18.7357 1723.6168 9.5795 13.8193 11124.7253 3449.5016 9.3697 4.4028 20.127 L5 27.5893 18.7357 1723.6168 9.5795 13.8193 1124.7253 3449.5016 9.3697 4.4028 20.127 28.4025 19.2918 1881.6747 9.8638 14.2261 132.2689 3765.8254 9.6477 4.5437 20.771 L6 28.4025 19.2918 1881.6747 9.8638 14.2261 :132.2689 3765.8254 9.6477 4.5437 20.771 29.2157 19.8478 2049.1115 10.1481 14.6330 140.0340 4100.9193 9.9258 4.6847 21.416 L7 29.2157 19.8478 2049.1115 10.1481 14.6330 140.0340 4100.9193 9.9258 4.6847 21.416 30.1508 20.4873 2253.6094 10.4751 15.1008 149.2377 4510.1841 10.2456 4.8468 22.157 L8 29.7017 22.5655 23053557 10.0954 14.5734 158.2026 4614.1451 11.2849 4.6091 18.436 29.9050 23.2009 2505.8539 10.3797 14.9802 !167.2774 5015.0051 11.6026 4.7500 19 L9 29.9050 23.2009 2505.8539 10.3797 14.9802 1167.2774 5015.0051 11.6026 4.7500 19 30.7181 23.8363 2717.4294 10.6640 15.3870 176.6053 5438.4345 11.9204 4.8909 19.564 L10 30.7181 23.8363 2717.4294 10.6640 15.3870 176.6053 5438.4345 11.9204 4.8909 19.564 31.5312 24.4717 2940.5910 10.9483 15.7938 186.1863 5885.0514 12.2382 5.0319 20.127 L11 31.5312 24.4717 2940.5910 10.9483 15.7938 186.1863 5885.0514 12.2382 5.0319 20.127 32.3443 25.1071 3175.6476 11.2325 16.2006 .196.0204 6355.4739 12.5559 5.1728 20.691 L12 32.3443 25.1071 3175.6476 11.2325 16.2006 196.0204 6355.4739 12.5559 5.1728 20.691 32.6566 25.3511 3269.1357 11.3417 16.3568 :199.8640 6542.5730 12.6779 5.2269 20.908 L13 32.6305 42.2388 5389.4910 11.2818 16.3568 329.4954 10786.0737 21.1234 4.9299 11.773 32.6712 42.2920 5409.8867 11.2960 16.3771 330.3316 10826.8919 21.1500 4.9370 11.79 L14 32.6722 41.6689 5332.2830 11.2982 16.3771 325.5930 10671.5824 20.8384 4.9480 11.995 33.4853 42.7174 5744.9881 11.5825 16.7839 •342.2910 11497.5356 21.3627 5.0889 12.337 L15 33.4853 42.7174 5744.9881 11.5825 16.7839 342.2910 11497.5356 21.3627 5.0889 12.337 34.2984 43.7658 6178.4569 11.8668 17.1907 '359,4065 12365.0435 21.8871 5.2298 12.678 L16 34.2994 43.1107 6088.2576 11.8690 17.1907 '354.1595 12184.5263 21.5595 5.2408 12.901 35.5727 44.7277 6799.3303 12.3142 17.8278 381.3902 13607.6073 22.3681 5.4615 13.444 L17 35.0545 50.3530 7095.9649 11.8564 17.2076 412.3729 14201.2668 25.1813 5.1257 10.791 35.1358 51.5603 7618.7514 12.1407 17.6145 432.5281 15247.5278 25.7851 5.2666 11.088 L18 35.1367 50.8912 7522.6275 12.1429 17.6145 427.0710 15055.1535 25.4504 5.2776 11.259 35.9499 52.0827 8063.4666 12.4272 18.0213 '447.4411 16137.5433 26.0463 5.4186 11.56 L19 35.9509 51.3974 7960.2158 12.4294 18.0213 1441.7117 15930.9059 25.7036 5.4296 11.74 36.3168 51.9265 8208.5528 12.5574 18.2044 450.9113 16427.9067 25.9682 5.4930 11.877 L20 36.3091 57.4588 9057.4467 12.5396 18.2044 497.5426 18126.8114 28.7349 5.4050 10.546 36.3498 57.5239 9088.2842 12.5538 18.2247 498.6794 18188.5269 28.7674 5.4121 10.56 L21 36.3517 56.1408 8876.0245 12.5583 18.2247 487.0326 17763.7283 28.0757 5.4341 10.868 37.1649 57.4117 9492.5862 12.8426 18.6315 509.4905 18997.6629 28.7113 5.5750 11.15 L22 37.1649 57.4117 9492.5862 12.8426 18.6315 509.4905 18997.6629 28.7113 5.5750 11.15 37.9781 58.6826 10137.0589 13.1269 19.0384 532.4546 20287.4564 29.3469 5.7160 11.432 L23 37.9790 57.9589 10015.4225 13.1291 19.0384 526,0656 20044.0235 28.9849 5.7270 11.599 38.7922 59.2139 10680.2347 13.4134 19.4452 549.2485 21374.5227 29,6126 5.8679 11.884 L24 38.7932 58.4740 10550.2756 13.4156 19.4452 542.5651 21114.4335 29.2426 5.8789 12.059 39.6064 59.7132 11235.3187 13.6999 19.8520 565.9539 22485.4211 29.8623 6.0199 12.348 L25 39.6064 59.7132 11235.3187 13.6999 19.8520 565.9539 22485.4211 29.8623 6.0199 12.348 40.1886 60.6004 11743.6079 13.9034 20.1433 583.0035 23502.6683 30.3060 6.1208 12.555 L26 40.1462 94.1197 17983.9929 13.8058 20.1433 892.8032 35991.6497 47.0688 5.6368 7.392 40.1869 94.2167 18039.6008 13.8200 20.1636 894.6604 36102.9386 47.1173 5.6438 7.402 L27 40.1869 94.2167 18039.6008 13.8200 20.1636 894.6604 36102.9386 47.1173 5.6438 7.402 40.2552 94.3795 18133.2791 13,8439 20.1978 897.7847 36290.4184 47.1987 5.6557 7.417 L28 40.2966 61.5357 11986.4813 13.9393 20.1978 593.4547 23988.7348 30.7737 6.1287 12.412 tnxTower Job Mattituck(BU 843211) Page4 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 ; Section Tip Dia. Area I r C 1/C J It/Q it ir/t in in' in' in in in' ina in' in 40.3373 61.5985 12023.1891 13.9535 20.2181 594.6732 24062.1986 30.8051 6.1357 12.427 L29 40.3363 62.3683 12169.5743 13.9513 20.2181 1601.9135 24355.1616 31.1901 6.1247 12.249 40.8243 63.1309 12621.4344 14.1219 20.4622 616.8159 25259.4763 31.5714 6.2093 12.419 Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft1 in in in in LI 1 ] I 107.50-102.50 L2 1 1 1 102.50-97.50 L3 97.50-92.50 1 1 I L4 92.50-87.50 1 1 I L5 87.50-82.50 1 1 I L6 82.50-77.50 1 1 I L7 77.50-71.75 1 1 1 L8 71.75-70.50 1 I 1 L9 70.50-65.50 1 ] 1 L10 1 1 1 65.50-60.50 L11 1 1 1 60.50-55.50 L12 1 1 I 55.50-53.58 L13 1 1 1.04354 53.58-53.33 L14 1 1 1.04803 53.33-48.33 L15 1 1 1.03744 48.33-43.33 L16 1 1 1.04633 43.33-35.50 L17 1 1 1.02469 35.50-35.00 L18 1 1 1.02966 35.00-30.00 L19 1 1 1.03964 30.00-27.75 L20 1 1 1.03696 27.75-27.50 L21 1 1 1.05282 27.50-22.50 L22 1 1 1.04355 22.50-17.50 L23 1 1 1.0476 17.50-12.50 L24 12.50-7.50 1 1 1.05215 L25 7.50-3.92 1 1 1.04613 L26 3.92-3.67 1 1 0.894701 L27 3.67-3.25 1 1 0.893865 L28 3.25-3.00 1 1 0.974477 L29 3.00-0.00 1 1 0.958373 Feed Line/Linear Appurtenances - Entered As Round Or Flat tnxT©wer Job Page Mattituck(BU 843211) 5 of 31 Project Date Tower Engineering ! Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 ;Crown Castle SPN FAX:(919)661-6350 Description Sector Exclude Component Placement Total Number- Start/End Width or Perimeter Weight From Type Number Per Row Position Diameter Torque ft in in A Calculation **88** CUI2PSM9P8XXX(1-3/ A No Surface Ar 88.00-0.00 1 1 0.500 1.4110 1.66 8) (CaAa) 0.500 **61** HCS 6X12 4AWG(1-5/8) A No Surface Ar 61.00-0.00 2 2 0.000 1.6600 2.40 (CaAa) 0.000 LCF78-50JA(7/8) A No Surface Ar 61.00-0.00 6 6 0.170 1.0900 0.32 (CaAa) 0.170 ***Mods*** (Area)CCI-65FP-065125 B No Surface Af 30.50-0.00 1 1 0.000 6.5000 15.5000 0.00 (H) (CaAa) 0.000 (Area)CCI-65FP-065125 A No Surface Af 30.50-0.00 1 1 0.000 6.5000 15.5000 0.00 (H) (CaAa) 0.000 (Area)CCI-65FP-065125 C No Surface Af 30.50-0.00 1 1 1 -0.167 6.5000 15.5000 0.00 (H) (CaAa) -0.167 * (Area)CCI-65FP-050125 B No Surface Af 55.58- 1 1 0.000 5.0000 12.5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 A No Surface Af 55.58- 1 1 0.000 5.0000 12.5000 0.00 (H) (CaAa) 30.50 0.000 (Area)CCI-65FP-050125 C No Surface Af 55.58- 1 1 -0.167 5.0000 12.5000 0.00 (H) (CaAa) 30.50 -0.167 *** *** Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement' Total CAAA 'Weight or Shield Fronr Type Number- Leg Torque ft ft'/ft plf Calculation 1/2"Cable(Lights) C No No Inside Pole 107.50-0.00 1 No Ice 0.00 0.40 1/2"Ice 0.00 0.40 1"Ice 0.00 0.40 **107** HB158-21U6S24-xx B No No Inside Pole 107.00-0.00 3 No Ice 0.00 2.50 M_TMO(I-5/8) 1/2"Ice 0.00 2.50 V Ice 0.00 2.50 **98** LDF2-50(3/8) B No No Inside Pole 98.00-0.00 4 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 WR-VG86ST-BRD( B No No Inside Pole 98.00-0.00 2 No Ice 0.00 0.58 3/4) 1/2"Ice 0.00 0.58 1"Ice 0.00 0.58 WR-VG66ST-BRD( B No No Inside Pole 98.00-0.00 2 No Ice 0.00 0.91 7/8) 1/2"Ice 0.00 0.91 1"Ice 0.00 0.91 LDF7-50A(1-5/8) B No No Inside Pole 98.00-0.00 12 No Ice 0.00 0.82 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 2.5"Flexible B No No Inside Pole 98.00-0.00 1 No Ice 0.00 0.38 Conduit 1/2"Ice 0.00 0.38 1"Ice 0.00 0.38 **78** LDF5-50A(7/8) B No No Inside Pole 78.00-0.00 12 No Ice 0.00 0.33 b tnxTower Jo Mattituck(BU 843211) Page6 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 I ' I Description Face Allow Exclude Component Placementl Total CA, Weight or Shield From Type Number Leg Torque ft ft2Ift pf Calculation j 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 RFF-24SM-1206-61 B No No Inside Pole 78.00-0.00 3 No Ice 0.00 1.48 8-APE(I-1/4) 1/2"Ice 0.00 1.48 1"Ice 0.00 1.48 I Feed Line/Linear Appurtenances Section'Areas Tower Tower Face AR AF C,AAA CAA Weight Section Elevation /n Face Out Face fit f12 ft1 ft2 ft1 K L1 107.50-102.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0:000 0.000 0.03 C 0.000 0.000 0!000 0.000 0.00 L2 102.50-97.50 A 0.000 0.000 0:000 0.000 0.00 B 0.000 0.000 0:000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 1-3 97.50-92.50 A 0.000 0.000 0'000 0.000 0.00 B 0.000 0.000 0:000 0.000 0.11 C 0.000 0.000 0!000 0.000 0.00 L4 92.50-87.50 A 0.000 0.000 01071 0.000 0.00 B 0.000 0.000 01000 0.000 0.11 C 0.000 0.000 0;000 0.000 0.00 L5 87.50-82.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L6 82.50-77.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0:000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L7 77.50-71.75 A 0.000 0.000 0:811 0.000 0.01 B 0.000 0.000 0:000 0.000 0.17 C 0.000 0.000 U00 0.000 0.00 L8 71.75-70.50 A 0.000 0.000 0:176 0.000 0.00 B 0.000 0.000 0,000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 L9 70.50-65.50 A 0.000 0.000 0.706 0.000 0.01 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L10 65.50-60.50 A 0.000 0.000 1.198 0.000 0.01 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 Lll 60.50-55.50 A 0.000 0.000 5.705 0.000 0.04 B 0.000 0.000 0.069 0.000 0.15 C 0.006 0.000 0.069 0.000 0.00 L12 55.50-53.58 A 0.000 0.000 3.764 0.000 0.02 B 0.000 0.000 1.600 0.000 0.06 C 0.000 0.000 1.600 0.000 0.00 L13 53.58-53.33 A 0.000 0.000 0.490 0.000 0.00 B 0.000 0.000 0.208 0.000 0.01 C 0.000 0.000 0.208 0.000 0.00 L14 53.33-48.33 A 0.000 0.000 9.802 0.000 0.04 Page tnxTower Job Mattituck(BU 843211) 7 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 :Crown Castle SPN FAX:(919)661-6350 i Tower Tower Face AR AF CAAA CAAA Weight Section Elevation In Face Out Face ft fi2 ft, ft, ft' K B 0.000 0.000 4.167 0.000 0.15 C 0.000 0.000 4.167 0.000 0.00 L15 48.33-43.33 A 0.000 0.000 9.802 0.000 0.04 B 0.000 0.000 4.167 0.000 0.15 C 0.000 0.000 4.167 0.000 0.00 L16 43.33-35.50 A 0.000 0.000 15:350 0.000 0.07 B 0.000 0.000 6.525 0.000 0.23 C 0.000 0.000 6.525 0.000 0.00 L17 35.50-35.00 A 0.000 0.000 0.980 0.000 0.00 B 0.000 0.000 0.417 0.000 0.01 C 0.000 0.000 0.417 0.000 0.00 L18 35.00-30.00 A 0.000 0.000 9.927 0.000 0.04 B 0.000 0.000 4.292 0.000 0.15 C 0.000 0.000 4.292 0.000 0.00 L19 30.00-27.75 A 0.000 0.000 4.973 0.000 0.02 B 0.000 0.000 2.438 0.000 0.07 C 0.000 0.000 2.438 0.000 0.00 L20 27.75-27.50 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0.271 0.000 0.01 C 0.000 0.000 0.271 0.000 0.00 L21 27.50-22.50 A 0.000 0.000 11:052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L22 22.50-17.50 A 0.000 0.000 11:052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L23 17.50-12.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L24 12.50-7.50 A 0.000 0.000 11.052 0.000 0.04 B 0.000 0.000 5.417 0.000 0.15 C 0.000 0.000 5.417 0.000 0.00 L25 7.50-3.92 A 0.000 0.000 7.913 0.000 0.03 B 0.000 0.000 3.878 0.000 0.11 C 0.000 0.000 3.878 0.000 0.00 L26 3.92-3.67 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0.271 0.000 0.01 C 0.000 0.000 0.271 0.000 0.00 L27 3,67-3.25 A 0.000 0.000 0.928 0.000 0.00 B 0.000 0.000 0.455 0.000 0.01 C 0.000 0.000 0.455 0.000 0.00 L28 3.25-3.00 A 0.000 0.000 0.553 0.000 0.00 B 0.000 0.000 0.271 0.000 0.01 C 0.000 0.000 0.271 0.000 0.00 L29 3.00-0.00 A 0.000 0.000 6.631 0.000 0.03 B 0.000 0.000 3.250 0.000 0.09 C 0.000 0.000 3.250 0.000 0.00 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF C,1A,4 C4A.4 Weight Section Elevation a• Thickness In Face Out Face ft Leg in ft-' ft' ft2 ft' K Ll 107.50-102.50 A 0.954 0.000 0.000 0.000 0.000 .0.00 B 0.000 0.000 0.000 0.000 0.03 C 0.000 0.000 0.000 0.000 0.00 L2 102.50-97.50 A 0.950 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.04 tnxTower Job Mattituck(BU 843211) Page8 of 31 Tower Engineering Project IDate Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 jCrown Castle SPN FAX:(919)661-6350 1 1 Tower Tower Face Ice AR AF Q4AA Q4A.4 Weight Section Elevation or Thickness i In Face Out Face ft Leg in ft1 fh ft1 ft1 K _ C 0.000 0.000 0.000 0.000 0.00 L3 97.50-92.50 A 0.945 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L4 92.50-87.50 A 0.940 0.000 0.000 0.165 0.000 0.00 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L5 87.50-82.50 A 0.934 0.000 0.000 1.640 0.000 0.02 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 '0.00 L6 82.50-77.50 A 0.929 0.000 0.000 1.634 0.000 0.02 B 0.000 0.000 0.000 0.000 0.11 C 0.000 0.000 0.000 0.000 0.00 L7 77.50-71.75 A 0.922 0.000 0.000 1.872 0.000 0.02 B 0.000 0.000 0.000 0.000 0.17 C 0.000 0.000 0.000 0.000 0.00 L8 71.75-70.50 A 0.918 0.000 0.000 0.407 0.000 0.01 B 0.000 0.000 0.000 0.000 0.04 C 0.000 0.000 0.000 0.000 0.00 L9 70.50-65.50 A 0.914 0.000 0.000 1.619 0.000 0.02 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L10 65.50-60.50 A 0.907 0.000 0.000 2.455 0.000 0.03 B 0.000 0.000 0.000 0.000 0.15 C 0.000 0.000 0.000 0.000 0.00 L11 60.50-55.50 A 0.899 0.000 0.000 10.100 0.000 0.11 B 0.000 0.000 0.084 0.000 0.15 C 0.000 0.000 0.084 0.000 0.00 L12 55.50-53.58 A 0.894 0.000 0.000 5.782 0.000 0.05 B 0.000 0.000 1.943 0.000 0.07 C 0.000 0.000 1.943 0.000 0.01 L13 53.58-53.33 A 0.892 0.000 0.000 0.752 0.000 0.01 B 0.000 0.000 0.253 0.000 0.01 C 0.000 0.000 0.253 0.000 0.00 L14 53.33-48.33 A 0.888 0.000 0.000 15.028 0.000 0.13 B 0.000 0.000 5.054 0.000 0.17 C 0.000 0.000 5.054 0.000 0.03 L15 48.33-43.33 A 0.878 0.000 0.000 14.987 0.000 0.13 B 0.000 0.000 5.045 0.000 0.17 C 0.000 0.000 5.045 0.000 0.03 L16 43.33-35.50 A 0.865 0.000 0.000 23.377 0.000 0.21 B 0.000 0.000 7.880 0.000 0.27 C 0.000 0.000 7.880 0.000 0.04 L17 35.50-35.00 A 0.856 0.000 0.000 1.493 0.000 0.01 B 0.000 0.000 0.503 0.000 0.02 C 0.000 0.000 0.503 0.000 0.00 L18 35.00-30.00 A 0.849 0.000 0.000 14.979 0.000 0.13 B 0.000 0.000 5.140 0.000 0.17 C 0.000 0.000 5.140 0.000 0.03 L19 30.00-27.75 A 0.839 0.000 0.000 7.227 0.000 0.06 B 0.000 0.000 2.815 0.000 0.08 C 0.000 0.000 2.815 0.000 0.01 L20 27.75-27.50 A 0.835 0.000 0.000 0.802 0.000 0.01 B 0.000 0.000 0.313 0.000 0.01 C 0.000 0.000 0.313 0.000 0.00 L21 27.50-22.50 A 0.827 0.000 0.000 16.005 0.000 0.13 B 0.000 0.000 6.243 0.000 0.18 C 0.000 0.000 6.243 0.000 0.03 L22 22.50-17.50 A 0.808 0.000 0.000 15.923 0.000 0.13 B 0.000 0.000 6.225 0.000 0.18 C 0.000 0.000 6.225 0.000 0.03 \ I Job Page WxTower Mattituck(BU 843211) 9 of 31 Tower Engineering Project i Date Professionals TEP'No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Tower Tower Face Ice AR AF C,,A.q CAA.4 Weight Section Elevation or Thickness In Face Out Face jt Leg in ft2 ft1 ftz ft-' K L23 17.50-12.50 A 0.786 0.000 01000 15.819 0.000 0.13 B 0.000 01000 6.202 0.000 0.18 C 0.000 01000 6.202 0.000 0.03 L24 12.50-7.50 A 0.754 0.000 0!000 15.679 0.000 0.12 B 0.000 01000 6.171 0.000 0.17 C 0.000 01000 6.171 0.000 0.03 L25 7.50-3.92 A 0.713 0.000 0!000 11.094 0.000 0.08 B 0.000 0,000 4.389 0.000 0.12 C 0.000 0'000 4.389 0.000 0.02 L26 3.92-3.67 A 0.685 0.000 U00 0.768 0.000 0.01 B 0.000 0'000 0.305 0.000 0.01 C 0.000 01000 0.305 0.000 0.00 L27 3.67-3.25 A 0.678 0.000 0;000 1.288 0.000 0.01 B 0.000 0;i000 0.512 0.000 0.01 C 0.000 0;000 0.512 0.000 0.00 L28 3.25-3.00 A 0.672 0.000 OJ000 0.765 0.000 0.01 B 0.000 0:000 0.304 0.000 0.01 C 0.000 0.000 0.304 0.000 0.00 L29 3.00-0.00 A 0.624 0.000 OA00 9.055 0.000 0.06 B 0.000 0.000 3.624 0.000 0.10 C 0.000 OA00 3.624 0.000 0.01 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice (t in in in in L1 107.50-102.50 0.0000 0.0000 0.0000 0.0000 L2 102.50-97.50 0.0000 0.0000 0.0000 0.0000 L3 97.50-92.50 0.0000 0.0000 0.0000 0.0000 L4 92.50-87.50 0.0000 -0.1209 0.0000 -0.1599 L5 87.50-82.50 0.0000 -I.1100 0.0000 -1.4355 L6 82.50-77.50 0.0000 -1.1108 0.0000 -1.4358 L7 77.50-71.75 0.0000 -1.1117 0.0000 -1.4356 L8 71.75-70.50 0.0000 -1.1120 0.0000 -1.4367 L9 70.50-65.50 0.0000 -1.1124 0.0000 -1.4326 LIO 65.50-60.50 -0.5345 -1.5686 -0.5120 -1.8096 L11 60.50-55.50 -3.6667 -4.2812 3.1875 -3.8121 L12 55.50-53.58 -0.5011 -2.8326 1.0209 -2.9059 L13 53.58-53.33 -0.5028 -2.8428 -1.0241 -2.9157 L14 53.33-48.33 -0.5063 -2.8653 -1.0308 -2.9372 L15 48.33-43.33 -0.5130 -2.9078 -1.0432 -2.9771 L16 43.33-35.50 -0.5214 -2.9611 -1.0582 -3.0262 L17 35.50-35.00 -0.5228 -2.9700 -1.0614 -3.0359 L18 35.00-30.00 -0.4691 -2.9675 -1.0253 -3.0355 L19 30.00-27.75 -0.0172 -2.7970 -0.7032 -2.9287 L20 27.75-27.50 -0.0171 -2.8072 -0.7044 -2.9374 L21 27.50-22.50 -0.0168 -2.8279 -0.7064 -2.9548 L22 22.50-17.50 -0.0163 -2.8671 -0.7094 -2.9862 L23 17.50-12.50 -0.0158 -2.9056 -0.7104 -3.0144 L24 12.50-7.50 -0.0152 -2.9436 -0.7081 -3.0374 L25 7.50-3.92 -0.0148 -2.9757 -0.7007 -3.0490 L26 3.92-3.67 -0.0146 -2.9911 -0.6939 -3.0499 L27 3.67-3.25 -0.0146 -2.9936 -0.6921 -3.0491 L28 3.25-3.00 -0.0145 -2.9949 -0,6899 -3.0468 L29 3.00-0.00 -0.0144 -3.0070 -0.6750 -3.0337 WxT o wer Job Mattituck(BU 843211) Page 10 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tiyon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 1 SPN I I Note:For pole sections,center of pressure calculations do not consider feed line shielding. I I 1 Shieldind Factor Ka Tower Feed Line Description Feed Line Kv Ko Section Record No. Segment Elev. No Ice Ice L4 13 CUl2PSM9P8XXX(1-3/8) 87.50-88.00 1.0000 1.0000 L5 13 CUl2PSM9P8XXX(1-3/8) 82.50-87.50 1.0000 1.0000 L6 13 CUl2PSM9P8XXX(1-3/8) 77.50-82.50 1.0000 1.0000 L7 13 CUl2PSM9P8XXX(1-3/8) 71.75-77.50 1.0000 1.0000 L8 13 CUl2PSM9P8XXX(l-3/8) 70.50-71.75 1.0000 1.0000 L9 13 CUl2PSM9P8XXX(1-3/8) 65.50-70.50 1.0000 1.0000 L10 13 CUl2PSM9P8XXX(1-3/8) 60.50-65.50 1.0000 1.0000 L10 18 HCS 6X12 4AWG(1-5/8) 60.50-61.00 1.0000 1.0000 L10 19 LCF78-50JA(7/8) 60.50-61.00 1.0000 1.0000 Ll l 13 CUl2PSM9P8XXX(l-3/8) 55.50-60.50 1.0000 1.0000 LI1 18 HCS 6X12 4AWG(1-5/8) 55.50-60.50 1.0000 1.0000 L 11 19 LCF78-50JA(7/8) 55.50-60.50 1.0000 1.0000 L1 I 26 (Area)CCI-65FP-050125(H) 55.50-55.58 1.6000 1.0000 Li l 27 (Area)CCI-65FP-050125(H) 55.50-55.58 1.0000 1.0000 L11 28 (Area)CCI-65FP-050125(H) 55.50-55.58 1.0000 1.0000 L12 13 CUl2PSM9P8XXX(1-3/8) 53.58-55.50 1.0000 1.0000 L12 18 HCS 6X12 4AWG(I-5/8) 53.58-55.50 1 1.0000 1.0000 L12 19 LCF78-50JA(7/8) 53.58-55.50 1.0000 1.0000 L12 26 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L12 27 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L12 28 (Area)CCI-65FP-050125(H) 53.58-55.50 1.0000 1.0000 L13 13 CUl2PSM9P8XXX(l-3/8) 53.33-53.58 1.0000 1.0000 L13 18 HCS 6X12 4AWG(I-5/8) 53.33-53.58 1.0000 1.0000 L13 19 LCF78-50JA(7/8) 53.33-53.58 1.0000 1.0000 L13 26 (Area)CCI-65FP-050125(H) 53.33-53.58 1.0000 1.0000 L13 27 (Area)CCI-65FP-050125(H) 53.33-53.58 1,0000 1.0000 L13 28 (Area)CCI-65FP-050125(H) 53.33-53.58 1 1.0000 1.0000 L14 13 CUl2PSM9P8XXX(1-3/8) 48.33-53.33 1.0000 1.0000 L14 18 HCS 6X12 4AWG(l-5/8) 48.33-53.33 1.0000 1.0000 L14 19 LCF78-50JA(7/8) 48.33-53.33 1.0000 1.0000 L14 26 (Area)CCI-65FP-050125(H) 48.33-53.33 1.0000 1.0000 L14 27 (Area)CCI-65FP-050125(H) 48.33-53.33 1.0000 1.0000 L14 28 (Area)CCI-65FP-050125(H) 48.33-53.33 1.0000 1.0000 L15 13 CUl2PSM9P8XXX(1-3/8) 43.33-48.33 1.0000 1.0000 L15 18 HCS 6X12 4AWG(1-5/8) 43.33-48.33 1.0000 1.0000 L15 19 LCF78-50JA(7/8) 43.33-48.33 1.0000 1.0000 L15 26 (Area)CCI-65FP-050125(H) 43.33-48.33 1.0000 1.0000 L15 27 (Area)CCI-65FP-050125(H) 43.33-48.33 1.0000 1.0000 L15 28 (Area)CCI-65FP-050125(H) 43.33-48.33 1.0000 1.0000 L16 13 CUl2PSM9P8XXX(l-3/8) 35.50-43.33 1.0000 1.0000 L16 18 HCS 6X12 4AWG(1-5/8) 35.50-43.33 1.0000 1.0000 L16 19 LCF78-50JA(7/8) 35.50-43.33 1.0000 1.0000 L16 26 (Area)CCI-65FP-050125(H) 35.50-43.33 1.0000 1.0000 L16 27 (Area)CCI-65FP-050125(H) 35.50-43.33 1.0000 1.0000 L16 28 (Area)CCI-65FP-050125(H) 35.50-43.33 1.0000 1.0000 L17 13 CUl2PSM9P8XXX(1-3/8) 35.00-35.50 1.0000 1.0000 L17 18 HCS 6X12 4AWG(1-5/8) 35.00-35.50 1.0000 1.0000 L17 19 LCF78-50JA(7/8) 35.00-35.50 1.0000 1.0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 Page tnxT©wer Job Mattituck(BU 843211) 11 of 31 Tower Engineering Project Date Professionals TEP;No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 SPN i Tower Feed Line Description Feed Line K. Ko Section Record No. Se ment Elev. No Ice Ice L17 28 (Area)CCI-65FP-050125(H) 35.00-35.50 1.0000 1.0000 L18 13 CU12PSM9P8XXX(1-3M) 30.00-35.00 1.0000 1.0000 L18 18 HCS 6X12 4AWG(I-5/8) 30.00-35.00 1.0000 1.0000 L18 19 LCF78-50JA(7/8) 30.00-35.00 1.0000 1.0000 L18 22 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 L18 23 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 L18 24 (Area)CCI-65FP-065125(H) 30.00-30.50 1.0000 1.0000 L18 26 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 L18 27 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 L18 28 (Area)CCI-65FP-050125(H) 30.50-35.00 1.0000 1.0000 L19 13, CU12PSM9P8XXX(1-3/8) 27.75-30.00 1.0000 1.0000 L19 18 HCS 6XI2 4AWG(I-5/8) 27.75-30.00 1.0000 1.0000 L19 19 LCF78-50JA(7/8) 27.75-30.00 1.0000 1.0000 L19 22 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L19 23 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L19 24 (Area)CCI-65FP-065125(H) 27.75-30.00 1.0000 1.0000 L20 13 CU12PSM9P8XXX(1-3/8) 27.50-27.75 1.0000 1.0000 L20 18 HCS 6X12 4AWG(1-5/8) 27.50-27.75 ! 1.0000 1.0000 L20 19 LCF78-50JA(7/8) 27.50-27.75 1.0000 1.0000 L20 22 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L20 23 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L20 24 (Area)CCI-65FP-065125(H) 27.50-27.75 1.0000 1.0000 L21 13 CU12PSM9P8XXX(1-3/8) 22.50-27.50 1.0000 1.0000 L21 18 HCS 6X12 4AWG(I-5/8) 22.50-27.50 1.0000 1.0000 L21 19 LCF78-50JA(7/8) 22.50-27.50 1.0000 1.0000 L21 22 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L21 23 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L21 24 (Area)CCI-65FP-065125(H) 22.50-27.50 1.0000 1.0000 L22 13 CU12PSM9P8XXX(1-3/8) 17.50-22.50 1.0000 1.0000 L22 18 HCS 6X12 4AWG(1-5/8) 17.50-22.50 1.0000 1.0000 L22 19 LCF78-50JA(7/8) 17.50-22.50 1.0000 1.0000 L22 22 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L22 23 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L22 24 (Area)CCI-65FP-065125(H) 17.50-22.50 1.0000 1.0000 L23 13 CU12PSM9P8XXX(1-3/8) 12.50-17.50 1.0000 1.0000 L23 18 HCS 6XI24AWG(1-518) 12.50-17.50 1.0000 1.0000 L23 19 LCF78-50JA(7/8) 12.50-17.50 1.0000 1.0000 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L23 23 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L23 24 (Area)CCI-65FP-065125(H) 12.50-17.50 1.0000 1.0000 L24 13 CU12PSM9P8XXX(1-3/8) 7.50-12.50 1.0000 1.0000 L24 18 HCS 6X12 4AWG(1-5/8) 7.50-12.50 1.0000 1.0000 L24 19 LCF78-50JA(7/8) 7.50-12.50 1.0000 1.0000 L24 22 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L24 23 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L24 24 (Area)CCI-65FP-065125(H) 7.50-12.50 1.0000 1.0000 L25 13 CUI2PSM9P8XXX(1-3/8) 3.92-7.50 1.0000 1.0000 L25 18 HCS 6X12 4AWG(1-5/8) 3.92-7.50 1.0000 1.0000 L25 19 LCF78-50JA(7/8) 3.92-7.50 1.0000 1.0000 L25 22 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L25 23 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L25 24 (Area)CCI-65FP-065125(H) 3.92-7.50 1.0000 1.0000 L26 13 CUI2PSM9P8XXX(1-3/8) 3.67-3.92 1.0000 1.0000 L26 18 HCS 6X12 4AWG(I-5/8) 3.67-3.92 1.0000 1.0000 L26 19 LCF78-50JA(7/8) 3.67-3.92 1.0000 1.0000 L26 22 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L26 23 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L26 24 (Area)CCI-65FP-065125(H) 3.67-3.92 1.0000 1.0000 L27 13 CUI2PSM9P8XXX(1-3/8) 3.25-3.67 1.0000 1.0000 L27 18 HCS 6X12 4AWG(1-5/8) 3.25-3.67 1.0000 1.0000 L27 19 LCF78-50JA(7/8) 3.25-3.67 1.0000 1.0000 L27 22 (Area)CCI-65FP-065125(H) 3.25-3.67 1.0000 1.0000 MxTower Job Mattituck(BU 843211) Page12 of 31 Tower Engineering Project I Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 I Tower Feed Line Description Feed Line Ka K. Section Record No. Segment Elev. No Ice Ice L27 23 (Area)CCI-65FP-065125(H) 3.25-3.67 1 1.0000 1.0000 L27 24 (Area)CCI-65FP-065125(H) 3.25-3.67 1.0000 1.0000 L28 13 CUl2PSM9P8XXX(1-3/8) 3.00-3.25 1.0000 1.0000 L28 18 HCS 6X12 4AWG(I-5/8) 3.00-3.25 1.0000 1.0000 L28 19 LCF78-50JA(7/8) 3.00-3.25 1.0000 1.0000 L28 22 (Area)CCI-65FP-065125(H) 3.00-3.25 ! 1.0000 1.0000 L28 23 (Area)CCI-65FP-065125(H) 3.00-3.25 1.0000 1.0000 L28 24 (Area)CCI-65FP-065125(H) 3.00-3.25 j 1.0000 1.0000 L29 13 CUI2PSM9P8XXX(1-3/8) 0.00-3.00 1.0000 1.0000 L29 18 HCS 6X12 4AWG(I-5/8) 0.00-3.00 1.0000 1.0000 L29 19 LCF78-50JA(7/8) 0.00-3.00 1.0000 1.0000 L29 22 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 I.0000 L29 23 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 1.0000 L29 24 (Area)CCI-65FP-065125(H) 0.00-3.00 1.0000 1.0000 Effective Width of Flat Linear Attachments / Feed Lines Tower Attachment Description Attachment Ratio Effective Section Record No. Segment Elev. Calculation Width Method Ratio L11 26 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 L 11 27 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 Ll l 28 (Area)CCI-65FP-050125(H) 55.50-55.58 Auto 0.0000 L12 26 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L12 27 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L12 28 (Area)CCI-65FP-050125(H) 53.58-55.50 Auto 0.0000 L 13 26 (Area)CCI-65FP-050125(H) 53.33-53.58 Auto 0.0133 L13 27 (Area)CCI-65FP-050125(H) 53.33-53.58 Auto 0.0133 L 13 28 (Area)CCI-65FP-050125(H) 53.33-53.58 Auto 0.0133 L14 26 (Area)CCI-65FP-050125(H) 48.33-53.33 Auto 0.0019 L14 27 (Area)CCI-65FP-050125(H) 48.33-53.33 Auto 0.0019 L14 28 (Area)CCI-65FP-050125(H) 48.33-53.33 Auto 0.0019 L15 26 (Area)CCI-65FP-050125(H) 43.33-48.33 Auto 0.0000 L15 27 (Area)CCI-65FP-050125(H) 43.33-48.33 Auto 0.0000 L15 28 (Area)CCI-65FP-050125(H) 43.33-48.33 Auto 0.0000 L16 26 (Area)CCI-65FP-050125(H) 35.50-43.33 Auto 0.0000 L16 27 (Area)CCI-65FP-050125(H) 35.50-43.33 Auto 0.0000 L16 28 (Area)CCI-65FP-050125(H) 35.50-43.33 Auto 0.0000 L17 26 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L17 27 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L17 28 (Area)CCI-65FP-050125(H) 35.00-35.50 Auto 0.0000 L18 22 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1675 L18 23 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1675 L18 24 (Area)CCI-65FP-065125(H) 30.00-30.50 Auto 0.1675 L18 26 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 1.18 27 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 L18 28 (Area)CCI-65FP-050125(H) 30.50-35.00 Auto 0.0000 L19 22 (Area)CCI-65FP-065125(H) 27.75-50.00 Auto 0.1598 L19 23 (Area)CCI-65FP-065125(H) 27.75-30.00 Auto 0.1598 L19 24 (Area)CCI-65FP-065125(H) 27.75-30.00 Auto 0.1598 L20 22 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L20 23 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L20 24 (Area)CCI-65FP-065125(H) 27.50-27.75 Auto 0.1679 L21 22 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 b tnxTower Jo Mattituck(BU 843211) Page13 of 31 Tower Engineering Project IDate Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tiyon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 i Tower -Attachment Description Attachment Ratio Effective Section Record No. Segment Elev. Calculation Width Method Ratio L21 23 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 L21 24 (Area)CCI-65FP-065125(H) 22.50-27.50 Auto 0.1531 L22 22 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L22 23 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 03315 L22 24 (Area)CCI-65FP-065125(H) 17.50-22.50 Auto 0.1315 L23 22 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L23 23 (Area)CCI-65FP-065125(H) 1 2.50-17.50 Auto 0,1081 L23 24 (Area)CCI-65FP-065125(H) 12.50-17.50 Auto 0.1081 L24 22 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L24 23 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L24 24 (Area)CCI-65FP-065125(H) 7.50-12.50 Auto 0.0847 L25 22 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L25 23 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L25 24 (Area)CCI-65FP-065125(H) 3.92-7.50 Auto 0.0661 L26 22 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L26 23 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L26 24 (Area)CCI-65FP-065125(H) 3.67-3.92 Auto 0.1323 L27 22 (Area)CCI-65FP-065125(H) 3.25-3.67 Auto 0.1308 L27 23 (Area)CCI-65FP-065125(H) 3.25-3.67 Auto 0.1308 L27 24 (Area)CCI-65FP-065125(H) 3.25-3.67 Auto 0.1308 L28 22 (Area)CCI-65FP-065125(H) 3.00-3.25 Auto 0.0566 L28 23 (Area)CCI-65FP-065125(H) 3.00-3.25 Auto 0.0566 L28 24 (Area)CCI-65FP-065125(H) 3.00-3.25 Auto 0.0566 L29 22 (Area)CCI-65FP-065125(H) 0.00-3.00 Auto 0.0512 L29 23 (Area)CCI-65FP-065125(H) 0.00-3.00 Auto 0.0512 L29 24 (Area)CCI-65FP-065125(H) 0.00-3.0,0 Auto 0.0512 Discrete Tower Loads Description Face Offset Offsets: A=imuth I Placement Q4A:1 C;A.a Weight 01• Type Hor: Adjustment Front Side Leg Lateral Vert ft of ft' ft' K ft ft 3"x 6"SideLight C From Leg 0.00 0.0000 107.50 No Ice 0.09 0.09 0.00 0.00 1/2"Ice 0.14 0.14 0.00 2.00 1"Ice 0.19 0.19 0.00 3/4"x 4 ft lightning rod" C From Leg 0.00 0.0000 107.50 No Ice 0.30 0.30 0.01 0.00 1/2"Ice 0.71 0.71 0.01 4.00 1"Ice 1.00 1.00 0.02 24"x 16"Top Hat C None 0.0000 108.50 No Ice 3.20 3.20 0.11 1/2"Ice 3.43 3.43 0.15 1"Ice 3.66 3.66 0.18 **107** AIR 6419 B41 TMO w/ A From 4.00 -20.0000 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 ce 1.00 1"Ice 7.57 4.32 0.22 AIR 6419 B41 TMO w/ B From 4.00 -30.0000 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 ce 1.00 1"Ice 7.57 4.32 0.22 AIR 6419 B41 TMO w/ C From 4.00 -20.0000 107.00 No Ice 6.58 3.50 0.11 Mount Pipe Centroid-Fa -6.00 1/2"Ice 7.06 3.90 0.16 tnxTower Job Mattituck(BU 843211) Page14 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 I Description Face Offset Offsets: Acitnuth Placement CAAa CAA Weight or Type Hor-- Adjustment, Front Side Leg Lateral Vert f 0 ft fta f' x ft f ce 1.00 1"Ice 7.57 4.32 0.22 APXVLLI9P_43-C-A20_TM A From 4.00 -20.0000 107.00 No Ice 5.08 3.20 0.08 0 w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 ce 1.00 V Ice 6.10 4.17 0.20 APXVLL19P_43-C-A20_TM B From 4.00 -30.0000 107.00 No Ice 5.08 3.20 0.08 0 w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 ce 1.00 1"Ice 6.10 4.17 0.20 APXVLLI9P_43-C-A20_TM C From 4.00 -20.0000 107.00 No Ice 5.08 3.20 0.08 0 w/Mount Pipe Centroid-Fa -2.00 1/2"Ice 5.59 3.68 0.13 ce 1.00 i 1"Ice 6.10 4.17 0.20 APXVAALL24_43-U-NA20 A From 4.00 -20.0000 I 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 ce 1.00 1"Ice 16.23 8.25 0.45 APXVAALL24_43-U-NA20 B From 4.00 -30.0000 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 ce 1.00 1"Ice 16.23 8.25 0.45 APXVAALL24_43-U-NA20 C From 4.00 -20.0000 107.00 No Ice 14.69 6.87 0.18 _TMO w/Mount Pipe Centroid-Fa 6.00 1/2"Ice 15.46 7.55 0.31 ce 1.00 1"Ice 16.23 8.25 0.45 RADIO 4460 132/1325 A From 4.00 -20.0000 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 2.32 1.85 0.13 ce 1.00 V Ice 2.51 2.02 0.16 RADIO 4460 B2/B25 B From 4.00 -30.0000 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 2.32 1.85 0.13 ce 1.00 V Ice 2.51 2.02 0.16 RADIO 4460 B2/B25 C From 4.00 -20.0000 107.00 No Ice 2.14 1.69 0.11 B66_TMO Centroid-Fa -6.00 1/2"Ice 2.32 1.85 0.13 ce 1.00 V Ice 2.51 2.02 0.16 Radio 4480_TMOV2 A From 4.00 -20.0000 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 1.56 0.10 ce 1.00 V Ice 3.31 1.73 0.13 Radio 4480_TMOV2 B From 4.00 -30.0000 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 1.56 0.10 ce 1.00 V Ice 3.31 1.73 0.13 Radio 4480_TMOV2 C From 4.00 -20.0000 107.00 No Ice 2.88 1.40 0.08 Centroid-Fa 6.00 1/2"Ice 3.09 1.56 0.10 ce 1.00 V Ice 3.31 1.73 0.13 2.4"Dia x 6-ft Pipe A From 4.00 0.0000 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 ce 0.00 1"Ice 2.30 2.30 0.05 2.4"Dia x 6-ft Pipe B From 4.00 0.0000 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 ce 0.00 1"Ice 2.30 2.30 0.05 2.4"Dia x 6-ft Pipe C From 4.00 0.0000 107.00 No Ice 1.43 1.43 0.02 Centroid-Fa 2.00 1/2"Ice 1.93 1.93 0.03 ce 0.00 V Ice 2.30 2.30 0.05 Platform Mount[LP C None 0.0000 107.00 No Ice 17.09 17.09 1.50 303-1_HR-1] 1/2"Ice 21.47 21.47 1.88 1"Ice 25.72 25.72 2.35 *«98*. (3)NNHH-65A-R4 w/Mount A From 4.00 30.0000 98.00 No Ice 5.66 3.05 0.09 Pipe Centroid-Le -1.00 1/2"Ice 6.04 3.39 0.15 g 0.00 1"Ice 6.44 3.74 0.23 (3)NNHH-65A-R4 w/Mount B From 4.00 30.0000 98.00 No Ice 5.66 3.05 0.09 Pipe Centroid-Le -1.00 1/2"Ice 6.04 3.39 0.15 g 0.00 V Ice 6.44 3.74 0.23 (3)NNHH-65A-R4 w/Mount C From 4.00 30.0000 98.00 No Ice 5.66 3.05 0.09 I Job Page tnxToweY MattIituck(BU 843211) 15 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tiyon Road I Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Description Face Offset Offsets: / A=imuth Placement CAA,., "A Weight or Type Hor= Adjustment Front Side Leg Lateral Vert ft f ft, ftz K f r i Pipe Centroid-Le -1.00 1/2"Ice 6.04 3.39 0.15 g 0.00 1"Ice 6.44 3.74 0.23 BAND 5 AHCA RRH4X40 A From 4.00 30.0000 98.00 No Ice 1.31 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 l"Ice 1.61 0.98 0.07 BAND 5 AHCA RRH4X40 B From 4.00 30.0000 98.00 No Ice 1.31 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 1"Ice 1.61 0.98 0.07 BAND 5 AHCA RRH4X40 C From 4.00 30.0000 98.00 No Ice 1.31 0.75 0.04 Centroid-Le -7.00 1/2"Ice 1.46 0.86 0.05 g 0.00 1"Ice 1.61 0.98 0.07 AHLBA A From 4.00 30.0000 98.00 No Ice 3.67 2.31 0.10 Centroid-Le -7.00 i 1/2"Ice 3.92 2.51 0.13 g 0.00 1"Ice 4.18 2.73 0.16 AHLBA B From 4.00 30.0000 98.00 No Ice 3.67 2.31 0.10 Centroid-Le -7.00 1/2"Ice 3.92 2.51 0.13 g 0.00 1"Ice 4.18 2.73 0.16 AHLBA C From 4.00 30.0000 98.00 No Ice 3.67 231 0.10 Centroid-Le -7.00 1/2"Ice 3.92 2.51 0.13 g 0.00 1"Ice 4.18 2.73 0.16 B25 RRH4X30 A From 4.00 30.0000 98.00 No Ice 2.12 1.29 0.05 Centroid-Le -7.00 1/2"Ice 2.31 1.45 0.07 g 0.00 1"Ice 2.50 1.61 0.09 B25 RRH4X30 B From 4.00 30.0000 98.00 No Ice 2.12 1.29 0.05 Centroid-Le -7.00 1/2"Ice 2.31 1.45 0.07 g 0.00 1"Ice 2.50 1.61 0.09 B25 RRH4X30 C From 4.00 30.0000 98.00 No Ice 2.12 1.29 0.05 Centroid-Le -7.00 1/2"Ice 2.31 1.45 0.07 g 0.00 1"Ice 2.50 1.61 0.09 RRH4X25-WCS A From 4.00 30.0000 , 98.00 No Ice 3.34 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 1"Ice 3.84 4.36 0.16 RRH4X25-WCS B From 4.00 30.0000 98.00 No Ice 3.34 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 1"Ice 3.84 4.36 0.16 RRH4X25-WCS C From 4.00 30.0000 98.00 No Ice 3.34 3.84 0.09 Centroid-Le 2.00 1/2"Ice 3.59 4.09 0.13 g 0.00 1"Ice 3.84 4.36 0.16 DC6-48-60-18-8F A From 4.00 30.0000 98.00 No Ice 1.21 1.21 0.03 Centroid-Le 2.00 1/2"Ice 1.89 1.89 0.05 g 0.00 1"Ice 2.11 2.11 0.08 DC6-48-60-18-8F C From 4.00 30.0000 98.00 No Ice 1.21 1.21 0.03 Centroid-Le 2.00 1/2"Ice 1.89 1.89 0.05 g 0.00 1"Ice 2.11 2.11 0.08 \(2)2.4"Dia x 6-ft Pipe A From 4.00 0.0000 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 l"Ice 2.30 2.30 0.05 (2)2.4"Dia x 6-ft Pipe B From 4.00 0.0000 98.00 No Ice 1.43 1.43 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 1"Ice 2.30 2.30 0.05 (2)2.4"Dia x 6-ft Pipe C From 4.00 0.0000 98.00 No Ice 1.43 1.43' 0.02 Centroid-Le 2.00 1/2"Ice 1.93 1.93 0.03 g 0.00 I"Ice 2.30 2.30 0.05 Platform Mount[LP C None 0.0000 98.00 No Ice 26.39 26.39 2.36 1201-1_HR-1] 1/2"Ice 31.40 31.40 3.06 1"Ice 36.20 36.20 3.86 **88** i Job Page tnxTower Mattituck(BU 843211) 16 of 31 Project Date Tower Engineering Professionals TEP'No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Description Face Offset Offsets: A=intnth Placement CAa CaA.i Weight or Type Hot•: Adjustment Front Side Leg Lateral Vert ft ft ft2-- ft2 K ft fr MX08FRO665-21 w/Mount A From 4.00 30.0000 88.00 No Ice 8.01 4.23 0.11 Pipe Centroid-Le -4.00 1/2"Ice 8.52 4.69 0.19 9 0.00 1"Ice 9.04 5.16 0.29 MX08FRO665-21 w/Mount B From 4.00 30.0000 88.00 No Ice 8.01 4.23 0.11 Pipe Centroid-Le -4.00 1/2"Ice 8.52 4.69 0.19 g 0.00 1"Ice 9.04 5.16 0.29 MX08FRO665-21 w/Mount C From 4.00 30.0000 88.00 No Ice 8.01 4.23 0.11 Pipe Centroid-Le -4.00 1/2"Ice 8.52 4.69 0.19 9 0.00 1 1"Ice 9.04 5.16 0.29 TA08025-13605 A From 4.00 30.0000 88.00 No Ice 1.96 1.13 0.08 Centroid-Le -4.00 1/2"Ice 2.14 1.27 0.09 9 0.00 1"Ice 2.32 1.41 0.11 TA08025-13605 B From 4.00 30.0000 88.00 No Ice 1.96 1.13 0.08 Centroid-Le -4.00 1/2"Ice 2.14 1.27 0.09 g 0.00 1"Ice 2.32 1.41 0.11 TA08025-B605 C From 4.00 30.0000 88.00 No Ice 1.96 1.13 0.08 Centroid-Le -4.00 1/2"Ice 2.14 1.27 0.09 9 0.00 1"Ice 2.32 1.41 0.11 TA08025-B604 A From 4.00 30.0000 88.00 No Ice 1.96 0.98 0.06 Centroid-Le -4.00 1/2"Ice 2.14 1.11 0.08 9 0.00 1"Ice 2.32 1.25 0.10 TA08025-13604 B From 4.00 30.0000 88.00 No Ice 1.96 0.98 0.06 Centroid-Le -4.00 1/2"Ice 2.14 1.11 0.08 g 0.00 1"Ice 2.32 1.25 0.10 TA08025-13604 C From 4.00 30.0000 88.00 No Ice 1..96 0.98 0.06 Centroid-Le -4.00 1/2"Ice 2.14 1.11 0.08 g 0.00 1"Ice 2.32 1.25 0.10 RDIDC-9181-PF-48 A From 4.00 30.0000 88.00 No Ice 2.01 1.17 0.02 Centroid-Le -4.00 1/2"Ice 2.19 1.31 0.04 g 0.00 1"Ice 2.37 1.46 0.06 (2)2.4"x 8'Pipe A From 4.00 0.0000 1 88.00 No Ice 1.90 1.90 0.03 Centroid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 1"Ice 3.42 3.42 0.07 (2)2.4"x 8'Pipe B From 4.00 0.0000 88.00 No Ice 1.90 1.90 0.03 Centroid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 1"Ice 3.42 3.42 0.07 (2)2.4"x 8'Pipe C From 4.00 0.0000 88.00 No Ice 1.90 1.90 0.03 Centroid-Le 2.00 1/2"Ice 2.73 2.73 0.05 g 0.00 1"Ice 3.42 3.42 0.07 Commscope MC-PK8-DSH A None 0.0000 88.00 No Ice 34.24 34.24 1.75 1/2"Ice 62.95 62.95 2.10 1"Ice 91.66 91.66 2.02 **78** (2)NHH-65B-R2B A From 4.00 -28.0000 78.00 No Ice 4.16 2.49 0,04 Centroid-Le -2.00 1/2"Ice 4.56 2.88 0.09 9 0.00 1"Ice 4.98 3.27 0.15 (2)NHH-65B-R2B B From 4.00 -50.0000 78.00 No Ice 4.16 2.49 0.04 Centroid-Le -2.00 1/2"Ice 4.56 2.88 0.09 9 0.00 1"Ice 4.98 3.27 0.15 (2)NHH-65B-R2B C From 4.00 5.0000 78.00 No Ice 4.16 2.49 0.04 Centroid-Le -2.00• 1/2"Ice 4.56 2.88 0.09 9 0.00 1"Ice 4.98 3.27 0.15 MT6407-77A A From 4.00 -28.0000 78.00 No Ice 6.74 2.34 0.08 Centroid-Le 6.00 1/2"Ice 7.36 2.83 0.11 9 0.00 1"Ice 8.00 3.35 0.14 MT6407-77A B From 4.00 -50.0000 78.00 No Ice 6.74 2.34 0.08 Centroid-Le 6.00 1/2"Ice 7.36 2.83 0.11 J Page t1?�CZ'(1wer Job Mattituck(BU 843211) 17 of 31 Tower Engineering Project Date Professionals TEP INo. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Description Face Offset Offsets: Azimuth Placement C,4AA C,aA:i Weight or' Type Hor= Adjustment Front Side Leg Lateral Vert ft 0ft ft' ft1 K 'ft ft g 0.00 1"Ice 8.00 3.35 0.14 MT6407-77A C From 4.00 5.0000 78.00 No Ice 6.74 2.34 0.08 Centroid-Le 6.00 1/2"Ice 7.36 2.83 0.11 g 0.00 1"Ice 8.00 3.35 0.14 XXDWMM-12.5-65-8T-CBR A From 4.00 -28.0000 78.00 No Ice 1.01 0.65 0.02 S Centroid-Le 2.00 1/2"Ice 1.14 0.76 0.03 g 0.00 1"Ice 1.27 0.88 0.04 XXDWMM-12.5-65-8T-CBR B From 4.00 -50.0000 78.00 No Ice 1.01 0.65 0.02 S Centroid-Le 2.00 1/2"Ice 1.14 0.76 0.03 g 0.00 1"Ice 1.27 0.88 0.04 XXDWMM-12.5-65-8T-CBR C From 4.00 5.0000 78.00 No Ice 1.01 0.65 0.02 S Centroid-Le 2.00 1/2"Ice 1.14 0.76 0.03 g 0.00 1"Ice 1.27 0.88 0.04 RF4439D-25A A From 4.00 -28.0000 78.00 No Ice 1.87 1.25 0.07 Centroid-Le -6.00 1/2"Ice 2.03 1.39 0.09 g 0.00 1"Ice 2.21 1.54 0.11 RF4439D-25A B From 4.00 -50.0000 78.00 No Ice 1.87 1.25 0.07 Centroid-Le -6.00 1/2"Ice 2.03 1.39 0.09 g 0.00 1"Ice 2.21 1.54 0.11 RF4439D-25A C From 4.00 5.0000 78.00 No Ice 1.87 1.25 0.07 Centroid-Le -6.00 1/2"Ice 2.03 1.39 0.09 g 0.00 1"Ice 2.21 1.54 0.11 RF4440D-13A A From 4.00 -28.0000 78.00 No Ice 1.87 1.13 0.07 Centroid-Le 6.00 1/2"Ice 2.03 1.27 0.09 g 0.00 1"Ice 2.21 1.41 0.11 RF4440D-13A B From 4.00 -50.0000 78.00 No Ice 1.87 1.13 0.07 Centroid-Le 6.00 1/2"Ice 2.03 1.27 0.09 g 0.00 1"Ice 2.21 1.41 0.11 RF4440D-13A C From 4.00 5.0000 78.00 No Ice 1.87 1.13 0.07 Centroid-Le 6.00 1/2"Ice 2.03 1.27 0.09 g 0.00 1"Ice 2.21 1.41 0.11 RXXDC-3315-PF-48 A From 4.00 -28.0000 78.00 No Ice 3.92 2.61 0.03 Centroid-Le -2.00 1/2"Ice 4.18 2.83 0.06 g 0.00 1"Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 A From 4.00 -50.0000 78.00 No Ice 3.92 2.61 0.03 Centroid-Le 6.00 1/2"Ice 4.18 2.83 0.06 g 0.00 1"Ice 4.45 3.05 0.10 RXXDC-3315-PF-48 B From 4.00 5.0000 78.00 No Ice 3.92. 2.61 0.03 Centroid-Le 2.00 1/2"Ice 4.18 2.83 0.06 g 0.00 1"Ice 4.45 3.05 0.10 (2)1-5/8"xl-5/8"Unistrut A From 4.00 0.0000 1 78.00 No Ice 1.95 0.00 0.01 (1 2-ft Horizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 1"Ice 3.58 0.00 0.06 (2)1-5/8"xl-5/8"Unistrut B From 4.00 0.0000 78.00 No Ice 1.95 0.00 0.01 (12-ft Horizontal) Centroid-Le 0.00 1/2"Ice 2.76 0.00 0.03 g 0.00 1"Ice 3.58 0.00 0.06 (2)1-5/8"xl-5/8"Unistrut C From 4.00 0.0000 78.00 No Ice 1.95 0.00 0.01 (1 2-ft Horizontal) Centroid-Le 0,00 1/2"Ice 2.76 0.00 0.03 g 0.00 1"Ice 3.58 0.00 0.06 Mount Reinforcement C From 4.00 0.0000 78.00 No Ice 28.63 28.63 .. 0.28 Specifications Centroid-Le 0.00 1/2"Ice 37.31 37.31 0.67 g 0.00 1"Ice 45.80 45.80 0.94 Platform Mount[LP C None 0.0000 78.00 No Ice 35.03 35.03 1.86 301-1_KCKR] 1/2"Ice 44.46 44.46 2.52 1"Ice 53.72 53.72 3.33 **61** ERICSSON AIR 21 134A A From Face 3.00 -20.0000; 61.00 No Ice 3.14 2.59 0.11 i Job Page WxTower Mattlituck(BU 843211) 18 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Description Face Offset Offsets: Azimuth Placement C4AA C,AAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft o ft ft1 ft' K ft f B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 1"Ice 3.77 3.19 0.22 ERICSSON AIR 21 134A B From Face 3.00 -30.0000 61.00 No Ice 3.14 2.59 0.11 B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 1"Ice 3.77 3.19 0.22 ERICSSON AIR 21 134A C From Face 3.00 -20.0000 61.00 No Ice 3.14 2.59 0.11 B2P w/Mount Pipe -2.50 1/2"Ice 3.45 2.88 0.16 0.00 V Ice 3.77 3.19 0.22 APXVAARR24_43-U-NA20 A From Face 3.00 -20.0000 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 0.31 0.00 V Ice 16.23 8.25 0.46 APXVAARR24_43-U-NA20 B From Face 3.00 -30.0000 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 0.31 0.00 V Ice 16.23 8.25 0.46 APXVAARR24_43-U-NA20 C From Face 300 -20.0000 1 61.00 No Ice 14.69 6.87 0.19 w/Mount Pipe 2.50 1/2"Ice 15.46 7.55 0.31 0.00 V Ice 16.23 8.25 0.46 S20057A1' A From Face 3.00 -20.0000 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice 0.82 0.44 0.02 1.00 1"Ice 0.94 0.54 0.02 S20057AI B From Face 3.00 -30.0000 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice 0.82 0.44 0.02 1.00 1"Ice 0.94 0.54 0.02 S20057AI C From Face 3.00 -20.0000 61.00 No Ice 0.70 0.35 0.01 -2.50 1/2"Ice 0.82 0.44 0.02 1.00 1"Ice 0.94 0.54 0.02 RRUS 11 B2 A From Face 3.00 -20.0000 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 1.33 0.07 1.00 V Ice 3.26 1.48 0.10 RRUS 1 I B2 B From Face 3.00 -30.0000 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 1.33 0.07 1.00 V Ice 3.26 1.48 0.10 RRUS 11 B2 C From Face 3.00 -20.0000 61.00 No Ice 2.83 1.18 0.05 -2.50 1/2"Ice 3.04 1.33 0.07 1.00 V Ice 3.26 1.48 0.10 RADIO 4449 B 12/1371 A From Face 3.00 -20.0000 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 1.29 0.09 0.00 V Ice 1.97 1.44 0.11 RADIO 4449 B 12/B71 B From Face 3.00 -30.0000 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 1.29 0.09 0.00 1"Ice 1.97 1.44 0.11 RADIO 4449 B 12/1371 C From Face 3.00 -20.0000 61.00 No Ice 1.64 1.15 0.08 2.50 1/2"Ice 1.80 1.29 0.09 0.00 1"Ice 1.97 1.44 0.11 T-Arm Mount[TA 702-31 C None 0.0000 61.00 No Ice 4.75 4.75 0.34 1/2"Ice 5.82 5.82 0.43 1"Ice 6.98 6.98 0.55 srx s*� Page tnxTower Job Mattituck(BU 843211) 19 of 31 Tower Engineering Project I Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by 1 Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Dishes i Description Face Dish Offset Offsets: Asinruth 3 dB Elevation Outside Aperture Weight or Type Type Hor_ Adjustment Beam Diameter Area Leg Lateral Width Vert f ft ft ft: K **98** I Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 60 deg-No Ice 7 0.9 Dead+1.0 Wind 60 deg-No Ice 8 1.2 Dead+I.0 Wind 90 deg-No Ice 9 0.9 Dead+1.0 Wind 90 deg-No Ice 10 1.2 Dead+1.0 Wind 120 deg-No Ice 11 0.9 Dead+1.0 Wind 120 deg-No Ice 12 1.2 Dead+1.0 Wind 150 deg-No Ice 13 0.9 Dead+1.0 Wind 150 deg-No Ice 14 1.2 Dead+1.0 Wind 180 deg-No Ice 15 0.9 Dead+1.0 Wind 180 deg-No Ice 16 1.2 Dead+1.0 Wind 210 deg-No Ice 17 0.9 Dead+1.0 Wind 210 deg-No Ice 18 1.2 Dead+1.0 Wind 240 deg-No Ice 19 0.9 Dead+1.0 Wind 240 deg-No Ice 20 1.2 Dead+1.0 Wind 270 deg-No Ice 21 0.9 Dead+1.0 Wind 270 deg-No Ice 22 1.2 Dead+1.0 Wind 300 deg-No Ice 23 0.9 Dead+1.0 Wind 300 deg-No Ice 24 1.2 Dead+1.0 Wind 330 deg-No Ice 25 0.9 Dead+1.0 Wind 330 deg-No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service Job Page WxTower Matfituck(BU 843211) 20 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tiyon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Comb. Description No. 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces i Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip-Jl L1 107.5-102.5 Pole Max Tension 26 0.00 -0.00 0.00 Max.Compression 26 -7.24 0.03 -0.01 Max.Mx 20 -3.93 29.28 0.23 Max.My 14 -3.90 -0.19 -30.70 Max.Vy 20 -5.80 29.28 0.23 Max.Vx 14 6.06 -0.19 -30.70 Max.Torque 13 0.58 L2 102.5-97.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -16.27 0.25 0.30 Max.Mx 20 -8.88 61.98 0.59 Max.My 2 -8.85 0.65. 64.73 Max.Vy 20 -11.30 61.98 0.59 Max.Vx 14 11.57 -0.34 -64.48 Max.Torque 13 0.58 L3 97.5-92.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -16.92 0.27 0.29 Max.Mx 20 -9.36 119.61 0.82 Max.My 2 -9.33 0.91 123.67 Max.Vy 20 -11.75 119.61 0.82 Max.Vx 14 12.01 -0.57 -123.42 Max.Torque 13 0.57 L4 92.5-87.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -22.10 0.55 0.54 Max.Mx 20 -12.80 181.38 1.12 Max.My 2 -12.76 1.23 186.77 Max.Vy 20 -15.85 181.38 1.12 Max.Vx 14 16.13 -0.72 -186.33 Max.Torque 9 0.64 L5 87.5-82.5 Pole Max Tension 1 - 0.00 0.00 0.00 Max.Compression 26 -22.80 0.61 0.55 Max.Mx 20 -13.33 261.72 1.28 Max.My 2 -13.30 1.43 268.51 Max.Vy 20 -16.29 261.72 1.28 Max.Vx 14 16.57 -0.85 -268.06 Max.Torque 9 0.64 L6 82.5-77.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -30.98 3.32 -0.93 Max.Mx 20 -17.40 348.15 1.09 Max.My 14 -17.39 -0.23 -355.31 Max.Vy 20 -22.75 348.15 1.09 Max.Vx 14 22.72 -0.23 -355.31 Max.Torque 25 2.98 L7 77.5-71.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -31.29 3.35 -0.92 Max.Mx 20 -17.66 393.81 1.08 Max.My 14 -17.65 -0.20 400.90 Max.Vy 20 -22.92 393.81 1.08 Max.Vx 14 22.88 -0.20 -400.90 Max.Torque 25 2.98 t Page WxTower J°b Mattituck(BU 843211) 21 of 31 Project Date Tower Engineering Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.-(919)661-6350 SPIN. Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. Jt Type Load Moment Moment Comb. K ki -t ki -t L8 71.75-70.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -32.57 3.42 -0.91 Max.Mx 20 -18.66 509.56 1.05 Max.My 14 -18.65 -0.15 -516.46 Max.Vy 20 -23.38 509.56 1.05 Max.Vx 14 23.35 -0.15 -516.46 Max.Torque 25 2.98 L9 70.5-65.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -33.43 3.48 -0.90 Max.Mx 20 -19.42 627.40 1.03 Max.My 14 -19.42 -0.10 -634.10 Max.Vy 20 -23.77 627.40 1.03 Max.Vx 14 23.73 -0.10 -634.10 Max.Torque 25 2.98 L10 65.5-60.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -37.75 3.55 -0.89 Max.Mx 20 -22.07 748.56 1.03 Max.My 14 -22.06 -0.04 -755.14 Max.Vy 20 -26.42 748.56 1.03 Max.Vx 14 26.52 -0.04 -755.14 Max.Torque 25 2.98 Ll l 60.5-55.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -38.73 3.72 -0.81 Max.Mx 20 -22.96 881.52 1.16 Max.My 14 -22.94 -0.07 -888.50 Max.Vy 20 -26.77 881.52 1.16 Max.Vx 14 26.87 -0.07 -888.50 Max.Torque 25 2.68 L12 55.5-53.58 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -39.15 3.78 -0.78 Max.Mx 20 -23.29 933.03 1.21 Max.My 14 -23.27 -0.08 -940.16 Max.Vy 20 -26.91 933.03 1.21 Max.Vx 14 27.01 -0.08 -940.16 Max.Torque 25 2.68 L13 53.58-53.33 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -39.22 3.79 -0.78 Max.Mx 20 -23.38 939.76 1.21 Max.My 14 -23.37 -0.09 -946.91 Max.Vy 20 -26.91 939.76 1.21 Max.Vx 14 27.00 -0.09 -946.91 Max.Torque 25 2.68 L14 53.33-48.33 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -40.68 3.94 -0.70 Max.Mx 20 -24.60 1075.34 1.35 Max.My 14 -24.59 -0.11 -1082.87 Max.Vy 20 -27.32 1075.34 1.35 Max.Vx 14 27.41 -0.11 -1082.87 Max.Torque 25 2.68 L15 48.33-43.33 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -42.16 4.10 -0.62 Max.Mx 20 -25.86 1212.90 1.48 Max.My 14 -25.85 -0.14 -1220.82 Max.Vy 20 -27.71 1212.90 1.48 Max.Vx 2 -27.80 3.06 1220.54 Max.Torque 25 2.68 L16 43.33-35.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -43.15 4.19 -0.56 Max.Mx 20 -26.71 1305.57 1.57 Max.My 14 -26.70 -0.16 -1313.74 Max.Vy 20 -27.95 1305.57 1.57 WxTower Job Mattituck(BU 843211) Page22 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPIN FAX.(919)661-6350 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.Vx 2 -28.05 3.17 1313.51 Max.Torque 25 2.68 L17 35.5-35 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -45.80 4.33 -0.47 Max.Mx 20 -28.92 1446.51 1.71 Max.My 14 -28.91 -0.19 -1455.05 Max.Vy 20 -28.41 1446.51 1.71 Max.Vx 2 -28.50 3.35 1454.90 Max.Torque 25 2.68 L18 35-30 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -47.44 4.46 -0.39 Max.Mx 20 -30.35 1589.45 1.84 Max.My 14 -30.34 -0.21 -1598.36 Max.Vy 20 -28.76 1589.45 1.84 Max.Vx 2 -28.86 3.53 1598.29 Max.Torque 25 2.68 L19 30-27.75 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.19 4.52 -0.35 Max.Mx 20 -31.00 1654.33 1.90 Max.My 14 -30.99 -0.23 -1663.41 Max.Vy 20 -28.91 1654.33 1.90 Max.Vx 2 -29.01 3.60 1663.37 Max.Torque 25 2.68 L20 27.75-27.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -48.28 4.53 -0.35 Max.Mx 20 -31.09 1661.56 1.91 Max.My 14 -31.09 -0.23 -1670.66 Max.Vy 20 -28.92 1661.56 1.91 Max.Vx 2, -29.01 3.61 1670.62 Max.Torque 25 2.68 L21 27.5-22.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -50.06 4.66 -0.26 Max.Mx 20 -32.66 1807.01 2.05 Max.My 2 -32.65 3.79 1816.51 Max.Vy 20 -29.25 1807.01 2.05 Max.Vx 2 -29.35 3.79 1816.51 Max.Torque 25 2.68 L22 22.5-17.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -51.87 4.80 -0.17 Max.Mx 20 -34.25 1954.01 2.19 Max.My 2 -34.25 3.96 1963.95 Max.Vy 20 -29.55 1954.01 2.19 Max.Vx 2 -29.65 3.96 1963.95 Max.Torque 25 2.68 L23 17.5-12.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -53.68 4.94 -0.08 Max.Mx 20 -35.87 2102.42 2.33 Max.My 2 -35.87 4.13 2112.80 Max.Vy 20 -29.82 2102.42 2.33 Max.Vx 2 -29.91 4.13 2112.80 Max.Torque 25 2.68 L24 12.5-7.5 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -55.49 5.07 0.00 Max.Mx 20 -37.52 2252.13 2.47 Max.My 2 -37.51 4.30 2262.94 Max.Vy 20 -30.07 2252.13 2.47 Max.Vx 2 -30.16 4.30 2262.94 Max.Torque 25 2.67 L25 7.5-3.92 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.79 5.17 0.06 Max.Mx 20 -38.70 2360.09 2.57 I b tnxT Tower Jo Mattituck(BU 843211) Page 23 of 31 Tower Engineering Project Date Professionals % TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. K kip ft kip ft Max.My 2 -38.70 4.42 2371.20 Max.Vy 20 -30.25 2360.09 2.57 Max.Vx 2 -30.34 4.42 2371.20 Max.Torque 25 2.67 L26 3.92-3.67 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -56.91 5.18 0.07 Max.Mx 20 -38.82 2367.65 2.58 Max.My 2 -38.82 4.43 2378.79 Max.Vy 20 -30.25 2367.65 2.58 Max.Vx 2 -30.34 4.43 2378.79 Max.Torque 25 2.67 L27 3.67-3.25 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -57.09 5.19 0.08 Max.Mx 20 -38.99 2380.36 2.59 Max.My 2 -38.99 4.45 2391.54 Max.Vy 20 -30.28 2380.36 2.59 Max.Vx 2 -30.37 4.45 2391.54 Max.Torque 25 2.67 L28 3.25-3 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression i 26 -57.18 5.19 0.08 Max.Mx 20 -39.07 2387.94 2.60 Max.My 2 -39.07 4.45 2399.13 Max.Vy 20 -30.29 2387.94 2.60 Max.Vx 2 -30.38 4.45 2399.13 Max.Torque 25 2.67 L29 3-0 Pole Max Tension 1 0.00 0.00 0.00 Max.Compression 26 -58.22 5.27 0.13 Max.Mx 20 -40.02 2479.06 2.68 Max.My 2 -40.02 4.56 2490.50 Max.Vy 20 -30.45 2479.06 2.68 Max.Vx 2 -30.54 4.56 2490.50 Max.Torque 25 2.67 i Maximum Reactions Location Condition Gov. Vertical Hori_ontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 36 58.22 6.99 0.00 Max.H, 20 40.04 30.43 0.02 Max.H, 2 40.04 0.02 30.52 Max.M, 2 2490.50 0.02 30.52 Max.M. 8 2474.85 -30.43 -0.02 Max.Torsion 25 2.67 15.23 26.44 Min.Vert 23 30.03 26.36 15.28 Min.H, 8 40.04 -30.43 -0.02 Min.H. 14 40.04 -0.02 -30.52 Min.M, 14 -2490.08 -0.02 -30.52 Min.M. 20 -2479.06 30.43 0.02 Min.Torsion 13 -2.67 -15.23 -26.44 Tower Mast Reaction Summary tnxTG1wer Job Mattituck(BU 843211) Page24 of 31 Tower Engineering Project Date Professionals TERM. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 i Crown Castle SPN FAX-(919)661-6350 I Load Vertical Shear, Shear, Overturning Overturning Torque Combination I Moment,M Moment,M. K K KI kip-ft kip ft kip fit Dead Only 33.36 0.00 0.00 -0.18 1.67 0.00 1.2 Dead+1.0 Wind 0 deg-No 40.04 -0.02 -30.52 -2490.50 4.56 -2.05 Ice 0.9 Dead+1.0 Wind 0 deg-No 30.03 -0.02 -30.52 -2465.30 3.98 -2.07 Ice 1.2 Dead+1.0 Wind 30 deg-No 40.04 15.20 1-26.42 -2155.66 -1234.23 -0.90 Ice 0.9 Dead+1.0 Wind 30 deg-No 30.03 15.20 -26.42 -2133.83 -1222.32 -0.91 Ice 1.2 Dead+1.0 Wind 60 deg-No 40.04 26.34 -15.24 -1243.26 -2141.76 0.50 Ice 0.9 Dead+1.0 Wind 60 deg-No 30.03 26.34 15.24 -1230.65 -2120.70 0.49 Ice 1.2 Dead+1.0 Wind 90 deg-No 40.04 30.43 0.02 2.24 -2474.85 1.76 Ice i 0.9 Dead+1.0 Wind 90 deg-No 30.03 30.43 1 0.02 2.26 -2450.43 1.76 Ice 1 1.2 Dead+1.0 Wind 120 deg- 40.04 26.36 ; 15.28 1247.07 -2144.22 2.55 No Ice 0.9 Dead+1.0 Wind 120 deg- 30.03 26.36 15.28 1234.52 -2123.13 2.55 No Ice 1.2 Dead+1.0 Wind 150 deg- 40.04 15.23 26.44 2157.68 -1238.49 2.66 No Ice 0.9 Dead+1.0 Wind 150 deg- 30.03 15.23 26.44 2135.93 -1226.52 2.67 No Ice 1.2 Dead+1.0 Wind 180,deg- 40.04 0.02 30.52 2490.08 -0.37 2.06 No Ice 0.9 Dead+1.0 Wind 180 deg- 30.03 0.02 30.52 2464.98 -0.88 2.07 No Ice 1.2 Dead+1.0 Wind 210 deg- 40.04 -15.20 1 26.42 2155.24 1238.43 0.91 No Ice 0.9 Dead+1.0 Wind 210 deg- 30.03 -15.20 26.42 2133.52 1225.43 0.91 No Ice 1.2 Dead+1.0 Wind 240 deg- 40.04 -26.34 15.24 1242.82 2145.98 -0.49 No Ice 0.9 Dead+1.0 Wind 240 deg- 30.03 -26.34 15.24 1230.33 2123.82 -0.49 No Ice 1.2 Dead+1.0 Wind 270 deg- 40.04 -30.43 -0.02 -2.68 2479.06 -1.76 No Ice 0.9 Dead+1.0 Wind 270 deg- 30.03 -30.43 -0.02 -2.60 2453.54 -1.76 No Ice 1.2 Dead+1.0 Wind 300 deg- 40.04 -26.36 -15.28 -1247.52 2148.41 -2.56 No Ice I1 0.9 Dead+1.0 Wind 300 deg- 30.03 26.36 -15.28 -1234.85 2126.23 -2.56 No Ice 1.2 Dead+1.0 Wind 330 deg- 40.04 -15.23 -26.44 -2158.11 1242.68 -2.66 No Ice 0.9 Dead+1.0 Wind 330 deg- 30.03 -15.23 -26.44 -2136.25 1229.62 -2.67 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 58.22 -0.00 0.00 -0.13 5.27 0.00 1.2 Dead+1.0 Wind 0 deg+1.0 58.22 -0.00 -7.00 -572.28 5.76 -0.71 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 58.22 3.49 -6.06 -495.43 -279.30 -0.38 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 58.22 6.05 -3.50 -285.86 -488.08 0.05 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 58.22 6.99 0.00 0.26 -564.64 0.47 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 58.22 6.06 3.50 286.29 -488.47 0.76 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 58.22 3.50 6.07 495.57 279.97 0.85 Job Page WxT®WeY Mattituck(BU 843211) 25 of'31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.-(919)661-6350 Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M Moment,M K K K kip ft kip ft kip ft deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 58.22 0.00 7.00 572.03 4.98 0.71 deg+1.0 Ice+1.0 Temp 1 1.2 Dead+1.0 Wind 210 58.22 -3.49 6.06 495.18 290.04 0.38 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 58.22 -6.05 3.50 285.61 498.82 -0.05 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 58.22 -6.99 -0.00 -0.52 575.38 -0.47 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 58.22 -6.06 -3.50 -286.54 499.21 -0.76 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 58.22 -3.50 -6.07 -495.82 290.71 -0.85 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 33.36 -0.00 -6.32 -512.90 2.25 -0.43 Dead+Wind 30 deg-Service 33.36 3.15 -5.47 -443.95 -252.80 -0.19 Dead+Wind 60 deg-Service 33.36 5.45 -3.16 -256.10 -439.65 0.10 Dead+Wind 90 deg-Service 33.36 6.30 0.00 0.33 -508.22 0.36 Dead+Wind 120 deg-Service 33.36 5.46 3.16 256.62 -440.15 0.53 Dead+Wind 150 deg-Service 33.36 3.15 5.47 444.11 -253.68 0.56 Dead+Wind 180 deg-Service 33.36 0.00 6.32 512.55 1.24 0.43 Dead+Wind 210 deg-Service 33.36 -3.15 5.47 443.60 256.30 0.19 Dead+Wind 240 deg-Service 33.36 -5.45 3.16 255.75 443.14 -0.10 Dead+Wind 270 deg-Service 33.36 -6.30 -0.00 -0.68 511.72 -0.36 Dead+Wind 300 deg-Service 33.36 -5.46 -3.16 -256.97 443.65 -0.53 Dead+Wind 330 deg-Service 33.36 -3.15 -5.47 -444.46 257.17 -0.56 Solution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ %Error Comb. K K K K K K 1 0.00 -33.36 0.00 0.00 33.36 0.00 0.000% 2 -0.02 -40.04 -30.52 0.02 40.04 30.52 0.000% 3 -0.02 -30.03 -30.52 0.02 30.03 30.52 0.000% 4 15.20 -40.04 -26.42 -15.20 40.04 26.42 0.000% 5 15.20 -30.03 -26.42 -15.20 30.03 26.42 0.000% 6 26.34 -40.04 -15.24 -26.34 40.04 15.24 0.000% 7 26.34 -30.03 -15.24 -26.34 30.03 15.24 0.000% 8 30.43 -40.04 0.02 -30.43 40.04 -0.02 0.000% 9 30.43 -30.03 0.02 -36!43 30.03 -0.02 0.000% 10 26.36 -40.04 15.28 -26.36 40.04 -15.28 0.000% 11 26.36 -30.03 15.28 -26.36 30.03 -15.28 0.000% 12 15.23 -40.04 26.44 -15.23 40.04 -26.44 0.000% 13 15.23 -30.03 26.44 -15.23 30.03 -26.44 0.000% 14 0.02 -40.04 30.52 -0.02 40.04 -30.52 0.000% 15 0.02 -30.03 30.52 -0.02 30.03 -30.52 0.000% 16 -15.20 -40.04 26.42 15.20 40.04 -26.42 0.000% 17 -15.20 -30.03 26.42 15.20 30.03 -26.42 0.000% 18 -26.34 -40.04 15.24 26.34 40.04 -15.24 0.000% 19 -26.34 -30.03 15.24 26.34 30.03 -15.24 0.000% 20 -30.43 -40.04 -0.02 30.43 40.04 0.02 0.000% 21 -30.43 -30.03 -0.02 30.43 30.03 0.02 0.000% 22 -26.36 -40.04 -15.28 26.36 40.04 15.28 0.000% 23 -26.36 -30.03 -15.28 26.36 30.03 ` 15.28 0.000% 24 -15.23 -40.04 -26.44 15.23 40.04 26.44 0.000% 25 -15.23 -30.03 -26.44 15.23 30.03 26.44 0.000% 26 0.00 -58.22 0.00 0.00 58.22' -0.00 0.000% 27 -0.00 -58.22 -7.00 0.00 58.22 7.00 0.000% WxTower Job Mattituck(BU 843211) Page26 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client j Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Sum of Applied Forces Sum of Reactions Load PX PY PZ PT PY PZ %Error Comb. K K K K K K 28 3.49 -58.22 -6.06 -3.49 58.22 6.06 0.000% 29 6.05 -58.22 -3.50 -6.05 58.22 3.50 0.000% 30 6.99 -58.22 0.00 -6.99 58.22 -0.00 0.000% 31 6.06 -58.22 3.50 -6.06 58.22 -3.50 0.000% 32 3.50 -58.22 6.07 -3$ 58.22 -6.07 0.000% 33 0.00 -58.22 7.00 -0.00 58.22 -7.00 0.000% 34 -3.49 -58.22 6.06 3.49 58.22 -6.06 0.000% 35 -6.05 -58.22 3.50 6.05 58.22 -3.50 0.000% 36 -6.99 -58.22 -0.00 6.99 58.22 0.00 0.000% 37 -6.06 -58.22 -3.50 6.06 58.22 3.50 0.000% 38 -3.50 -58.22 -6.07 3.50 58.22 6.07 0.000% 39 -0.00 -33.36 -6.32 0.00 33.36 6.32 0.000% 40 3.15 -33.36 -5.47 -3.15 33.36 5.47 0.000% 41 5.45 -33.36 -3.16 -5.45 33.36 3.16 0.000% 42 6.30 -33.36 0.00 -6.30 33.36 -0.00 0.000% 43 5.46 -33.36 3.16 -5.46 33.36 -3.16 0.000% 44 3.15 -33.36 5.47 -3.15 33.36 -5.47 0.000% 45 0.00 -33.36 6.32 -0.00 33.36 -6.32 0.000% 46 -3.15 -33.36 5.47 3.1!5 33.36 -5.47 0.000% 47 -5.45 -33.36 3.16 5.45 33.36 -3.16 0.000% 48 -6.30 -33.36 -0.00 6.30 33.36 0.00 0.000% 49 -5.46 -33.36 -3.16 5.46 33.36 3.16 0.000% 50 -3.15 -33.36 1 -5.47 3.1'5 33.36 5.47 0.000% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 5 0.00000001 0,00033603 3 Yes 5 0.00000001 0,00015400 4 Yes 6 0.00000001 0.00017396 5 Yes 6 0.00000001 0.00005560 6 Yes 6 0.00000001 0.00017539 7 Yes 6 0.00o000d1 0.00005617 8 Yes 5 0.00000001 0.00027822 9 Yes 5 0.00000001 0.00012749 10 Yes 6 0.00000001 0.00018860 11 Yes 6 uo000001 0.00006079 12 Yes 6 0.00000001 0.00016890 13 Yes 6 0.00000001 0.00005372 14 Yes 5 0.00000001 0.00031682 15 Yes 5 0.00000001 0.00014520 16 Yes 6 0.00000001 0.00018206 17 Yes 6 0.00000001 0.00005839 18 Yes 6 0.00000001 0.00017950 19 Yes 6 0.00000001 0.00005753 20 Yes 5 0.00000001 0.00026003 21 Yes 5 0.00000001 0.00011901 22 Yes 6 0.00000001 0.00016973 23 Yes 6 0.00000001 0.00005398 24 Yes 6 0.00000001 0.00019053 25 Yes 6 0.00000001 0.00006133 26 Yes 4 0.00000001 0.00025410 27 Yes 6 0.00000001 0.00011062 28 Yes 6 0.00000001 0.00011986 Job Page MxTower Mattituck(BU 843211) 27 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 29 Yes 6 0.00000001 0.00011946 30 Yes 6 0.00000001 0.00010839 31 Yes 6 0.00000001 0.00012078 32 Yes 6 0.0000000 0.00012045 33 Yes 6 0.00000001 0.00011098 34 Yes 6 0.00000001 0.00012331 35 Yes 6 0.0000000 0.00012296 36 Yes 6 0.00000001 0.00011172 37 Yes 6 0.00000001 0.00012268 38 Yes 6 0.00000001 0.00012379 39 Yes 4 0.00000001 0.00048685 40 Yes 5 0.0000000,1 0.00004644 41' Yes 5 0.00000001 0.00004753 42 Yes 4 0.0000000j 0.00043697 43 Yes 5 0.0000000,1 0.00005740 44 Yes 5 0.00000001 0.00004526 45 Yes 4 0.00000001 0.00048412 46 Yes 5 0.0000000,1 0.00005236 47 Yes 5 0.00000001 0.00005043 48 Yes 4 0.00000001 0.00043867 49 Yes 5 0.00000001 0.00004612 50 Yes 5 0.00000001 0.00005919 1 Maximum Tower Deflections - Service Wind Section Elevation Nor=. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° Ll 107.5-102.5 13.330 50 1.0295 0.0024 L2 102.5-97.5 12.254 50 1.0259 0.0025 L3 97.5-92.5 11.184 50 1.0160 0.0027 L4 92.5-87.5 10.129 50 0.9978 0.0028 L5 87.5-82.5 9.098 50 0.9705 0.0030 L6 82.5-77.5 8.100 50 '0.9337 0.0031 L7 77.5-71.75 7.146 50 0.8875 0.0031 L8 75.5-70.5 6.778 50 0.8663 0.0029 L9 70.5-65.5 5.887 50 '0.8302 0.0026 L10 65.5-60.5 5,050 50 0.7659 0.0021 L11 60.5-55.5 4.285 50 0.6942 0.0017 L12 55.5-53.58 3.599 50 0.6157 0.0014 L13 53.58-53.33 3.358 50 :0.5843 0.0013 L14 53.33-48.33 3.327 50 0.5818 0.0013 L15 48.33-43.33 2.746 50 0.5282 0.0011 L16 43.33-35.5 2.222 50 0.4717 0.0009 L17 40735 1.907 50 0.4320 0.0008 L 18 35-30 1.469 50 0.4004 0.0007 L19 30-27.75 1.080 50 0.3430 0.0006 L20 27.75-27.5 0.924 50 0.3165 0.0005 L21 27.5-22.5 0.908 50 0.3138 0.0005 L22 22.5-17.5 0.608 50 0.2582 0.0004 L23 17.5-12.5 0.368 50 0.2017 0.0003 L24 12.5-7.5 0.186 50 0.1440 0.0002 L25 7.5-3.92 0.066 50 0.0851 0.0001 L26 3.92-3.67 0.018 50 0.0428 0.0001 L27 3.67-3.25 0.016 50 0.0409 0.0001 L28 3.25-3 0.013 50 0.0376 0.0001 L29 3-0 0.011 50 0.0347 0.0000 tnxTower Job Mattituck(BU 843211) Page28 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load i Curvature jt Comb. in o ofi 108.50 24"x 16"Top Hat 50 13.330 1.0295 0.0024 41929 107.50 3"x 6"SideLight 50 13.330 1.0295 0.0024 41929 107.00 AIR 6419 B41_TMO w/Mount Pipe 50 13.223 1.0293 0.0024 41929 98.00 (3)NNHH-65A-R4 w/Mount Pipe 50 11.291 1.0174 0.0027 22094 88.00 MX08FRO665-21 w/Mount Pipe 50 9.200 0.9737 0.0030 9213 78.00 (2)NHH-65B-R2B 50 7.239 0.8928 0.0031 6309 61.00 ERICSSON AIR 21 134A B2P w/ 50 4.358 0.7014 0.0018 3846 Mount Pipe Maximum Tower Deflections - Design Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 107.5-102.5 64.715 14 5.0032 0.0109 1-2 102.5-97.5 59.489 14 4.9855 0.0116 L3 97.5-92.5 54.297 14 4.9375 0.0125 L4 92.5-87.5 49.175 14 '4.8492 0.0132 L5 87.5-82.5 44.169 14 4.7167 0.0139 L6 82.5-77.5 39.324 14 4.5378 0.0144 L7 77.5-71.75 34.690 14 4.3136 0.0146 L8 75.5-70.5 32.907 14 4.2104 0.0136 L9 70.5-65.5 28.577 14 4.0347 0.0122 L 10 65.5-60.5 24.516 14 3.7216 0.0101 LI I 60.5-55.5 20.801 2 3.3728 0.0083 L12 55.5-53.58 17.468 2 2.9907 0.0067 L13 53.58-53.33 16.297 2 2.8379 0.0061 L14 53.33-48.33 16.149 2 2.8255 0.0061 L15 48.33-43.33 13.326 2 2.5649 0.0052 L16 43.33-35.5 10.783 2 2.2902 0.0044 L1'7 40-35 9.253 2 2.0977 0.0039 L18 35-30 7.131 2 1-9439 0.0035 L 19 30-27.75 5.240 2 1.6653 0.0029 L20 27.75-27.5 4.486 2 1.5361 0.0026 L21 27.5-22.5 4.406 2 1.5231 0.0026 L22 22.5-17.5 2.952 2 1.2530 0.0020 L23 17.5-12.5 1.783 2 0.9790 0.0015 L24 12.5-7.5 0.905 2 0.6988 0.0011 L25 7.5-3.92 0.322 2 0.4130 0.0006 L26 3.92-3.67 0.089 2 0,2076 0.0003 L27 3.67-3.25 0.079 2 0.1982 0.0003 L28 3.25-3 0.062 2 0.1825 0.0003 L29 3-0 0.053 2 0.1683 0.0002 Critical Deflections and Radius of Curvature - Design Wind J Job Page WxTower Mattituck(BU 843211) 29 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX:(919)661-6350 i Elevation Appurtenance Gov. Defldction Tilt Twist Radius of Load Curvature ft Comb. in oft 108.50 24"x 16"Top Hat 14 64.715 5.0032 0.0121 8758 107.50 3"x 6"SideLight 14 64.715 5.0032 0.0121 8758 107.00 AIR 6419 B41_TMO w/Mount Pipe 14 64.192 5.0020 0.0122 8758 98.00 (3)NNHH-65A-R4 w/Mount Pipe 14 54.814 4.9441 0.0135 4620 88.00 MX08FRO665-21 w/Mount Pipe 14 44.663 4.7321 0.0147 1922 78.00 (2)NHH-65B-R2B 14 35.142 4.3395 0.0152 1311 61.00 ERICSSON AIR 21 134A 132P w/ 2 21.156 3.4076 0.0086 796 Mount Pipe Compression Checks Pole Design Data Section Elevation Sire L L. KI/r A P„ op Ratio No. P" ft ft ft in' K K V. L1 107.5-102.5 TP24.8008x24x0.2188 5.00 0.00 0.0 17.0677 -3.90 921.65 0.004 (1) L2 102.5-97.5(2) TP25.6017x24.8008x0.2188 5.00 0.001 0.0 17.6237 -8.85 951.68 0.009 L3 97.5-92.5(3) TP26.4025x25.6017x0.2188 5.00 0.00 0.0 18.1797 -9.33 981.71 0.010 L4 92.5-87.5(4) TP27.2034x26.4025x0.2188 5.00 0.00' 0.0 18.7358 -12.76 1011.73 0.013 L5 87.5-82.5(5) TP28.0042x27.2034x0.2188 5.00 0.00 0.0 19.2918 -13.30 1041.76 0.013 L6 82.5-77.5(6) TP28.805x28.0042x0.2188 5.00 0.00 0.0 19.8478 -17.39 1071.78 0.016 L7 77.5-71.75(7) TP29.726x28.805x0.2188 5.75 0.00 0.0 20.0702 -17.65 1083.79 0.016 L8 71.75-70.5(8) TP29.4886x28.6879x0.25 5.00 0.00 0.0 23.2009 -18.65 1252.85 0.015 L9 70.5-65.5(9) TP30.2894x29.4886x0.25 5.00 0.00 0.0 23.8363 -19.42 1287.16 0.015 L10 65.5-60.5(10) TP31.090200.28940.25 5.00 0.00 0.0 24.4717 -22.06 1321.47 0.017 Ll 1 60.5-55.5(11) TP31.890901.09020.25 5.00 0.00 0.0 25.1071 -22.94 1355.78 0.017 L12 55.5-53.58 TP32.1984x31.8909x0.25 1.92 0.00 0.0 25.3511 -23.27 1368.96 0.017 (12) L13 53.58-53.33 TP32.238502.19840.4188 0.25 0.00 0.0 42.2920 -23.37 2283.77 0.010 (13) L14 53.33-48.33 TP33.039202.23850.4125 5.00 0.00 0.0 42.7174 -24.59 2306.74 0.011 (14) L15 48.33-43.33 TP33.8403.03920.4125 5.00 0.00 0.0 43.7658 -25.85 2363.35 0.011 (15) . L16 43.33-35.5 TP35.09403.840.4063 7.83 0.00 0.0 43.7984 -26.70 2365.11 0.011 (16) L17 35.5-35(17) TP34.674103.87330.475 5.00 0.00 0.0 51.5603 -28.91 3016.28 0.010 L18 35-30(18) TP35.475x34.674Ix0.4688 5.00 0.00 0.0 52.0827 -30.34 3046.84 0.010 L19 30-27.75(19) TP35.835405.4750.4625 2.25 0.00 0.0 51.9265 -30.99 3037.70 0.010 1' L20 27.75-27.5 TP35.8754x35.8354x0.5125 0.25 0.00 0.0 57.5239 -31.09 3365.15 0.009 (20) L21 27.5-22.5(2 1) TP36.676205.87540.5 5.00 0.00 0.0 57.4117 -32.65 3358.58 0.010 L22 22.5-17.5(22) TP37.477106.67620.5 5.00 0.00 0.0 58.6826 -34.25 3432.93 0.010 L23 17.5-12.5(23) TP38.2779x37.477Ix0.4938 5.00 0.00 0.0 59.2139 -35.87 3464.01 0.010 L24 12.5-7.5(24) TP39.078708.27790.4875 5.00 0.00 0.0 59.7132 -37.51 3493.22 0.011 L25 7.5-3.92(25) TP39.6521 09.07870.4875 3.58 0.00 0.0 60.6004 -38.70 3545.13 0.011 L26 3.92-3.67(26) TP39.6922x39.652Ix0.7625 0.25 0.00 0.0 94.2167 -38.82 5511.67 0.007 L27 3.67-3.25(27) TP39.759509.69220.7625 0.42 0.00 0.0 94.3795 -38.99 5521.20 0.007 L28 3.25-3(28) TP39.799509.75950.4938 0.25 0.00 0.0 61.5985 -39.07 3603.51 0.011 L29 3-0(29) TP40.2809.79950.5 3.00 0.00 0.0 63.1309 -40.02 3693.16 0.011 1 Wx1'( wer Job Mattituck(BU 843211) Page30 of 31 Tower Engineering Project Date Professionals TEP'No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC27603 Client Designed by Phone:(919)661-6351 Crown Castle SPN FAX.(919)661-6350 Pole Bending Design Data I Section Elevation Sire M„x pM,r Ratio M„y M„y Ratio No. M,< MIO ft kip-ft kip-ft W1.1 kip t kip-ft W,,, L1 107.5-102.5 TP24.8008x240.2188 30.70 '571.71 0.054 0.00 571.71 0.000 L2 102.5-97.5(2) TP25.6017x24.80080.2188 64.73 604.17 0.107 0.00 604.17 0.000 L3 97.5-92.5(3) TP26.4025x25.6017x0.2188 123.68 i 637.15 0.194 0.00 637.15 0.000 L4 92.5-87.5(4) TP27.2034x26.4025x0.2188 186.78 1670.60 0.279 0.00 670.60 0.000 L5 87.5-82.5(5) TP28.0042x27.20340.2188 268.52 704.49 0.381 0.00 704.49 0.000 L6 82.5-77.5(6) TP28.805x28.0042x0.2188 355.32 738.79 0.481 0.00 738.79 0.000 L7 77.5-71.75(7) TP29.726x28.805x0.2188 400.90 1752.62 0.533 0.00 752.62 0.000 L8 71.75-70.5(8) TP29.4886x28.6879x0.25 516.46 i 914.13 0.565 0.00 914.13 0.000 L9 70.5-65.5(9) TP30.2894x29.4886x0.25 634.10 957.32 0.662 0.00 957.32 0.000 L10 65.5-60.5(10) TP31.090200.28940.25 755.14 '1001.04 0.754 0.00 1001.04 0.000 L11 60.5-55.5(11) TP31.890901.09020.25 888.50 11045.28 0.850 0.00 1045.28 0.000 L12 55.5-53.58 TP32.198401.89090.25 940.16 .1062.38 0.885 0.00 1062.38 0.000 (12) L13 53.58-53.33 TP32.238502.19840.4188 946.91 11887.84 0.502 0.00 1887.84 0.000 (13) L14 53.33-48.33 TP33.039202.23850.4125 1082.88 1956.19 0.554 0.00 1956.19 0.000 (14) L15 48.33-43.33 TP33.84x33.0392x0.4125 1220.82 2054.01 0.594 0.00 2054.01 0.000 (15) L16 43.33-35.5 TP35.09433.840.4063 1313.74 '2089.50 0.629 0.00 2089.50 0.000 (16) L17 35.5-35(17) TP34.6741 x33.8733x0.475 1455.05 2677.89 0.543 0.00 2677.89 0.000 L18 35-30(18) TP35.475x34.6741 x0.4688 1598.37 2770.22 0.577 0.00 2770.22 0.000 L19 30-27.75(19) TP35.835435.4750.4625 1663.41 2791.71 0.596 0.00 2791.71 0.000 L20 27.75-27.5 TP35.875405.83540.5125 1670.66 3087.45 0.541 0.00 3087.45 0.000 (20) L21 27.5-22.5(21) TP36.676205.87540.5 1816.52 3154.38 0.576 0.00 3154.38 0.000 L22 22.5-17.5(22) TP37.4771x36.6762x0.5 1963.96 3296.56 0.596 0.00 3296.56 0.000 L23 17.5-12.5(23) TP38.2779x37.477Ix0.4938 2112.81 .3400.53 0.621 0.00 3400.53 0.000 L24 12.5-7.5(24) TP39.0787x38.2779x0.4875 2262.94 3503.96 0.646 0.00 3503.96 0.000 L25 7.5-3.92(25) TP39.6521 x39.0787x0.4875 2371.21 13609.52 0.657 0.00 3609.52 0.000 L26 3.92-3.67(26) TP39.6922x39.652Ix0.7625 2378.79 5539.07 0.429 0.00 5539.07 0.000 L27 3.67-3.25(27) TP39.759509.69220.7625 2391.54 5558.41 0.430 0.00 5558.41 0.000 L28 3.25-3(28) TP39.799509.75950.4938 2399.13 3681.77 0.652 0.00 3681.77 0.000 L29 3-0(29) TP40.2809.79950.5 2490.51 .3818.86 0.652 0.00 3818.86 0.000 Pole Shear Design Data Section Elevation Size Actual 0V„ Ratio Actual 0T„ Ratio No. V„ V. T. T„ ft K K 0V" kip-ft kip ft 0T, LI 107.5-102.5 TP24.8008x24x0.2188 6.06 274.69 0.022 0.57 595.23 0.001 (1) L2 102.5-97.5(2) TP25.6017x24.8008x0.2188 11.57 285.50 0.041 0.57 634.65 0.001 L3 97.5-92.5(3) TP26.4025x25.6017x0.2188 12.01 294.51 0.041 0.45 675.33 0.001 L4 92.5-87.5(4) TP27.2034x26.4025x0.2188 16.13 301.72 0.053 0.45 717.27 0.001 LS 87.5-82.5(5) TP28.0042x27.2034x0.2188 16.57 312.53 0.053 0.10 760.48 0.000 L6 82.5-77.5(6) TP28.80508.00420.2188 22.72 319.73 0.071 2.39 804.94 0.003 L7 77.5-71.75(7) TP29.726x28.805x0.2188 22.88 325.14 0.070 2.39 823.09 0.003 L8 71.75-70.5(8) TP29.4886x28.6879x0.25 23.35 375.85 0.062 2.39 962.40 0.002 Job Page WxTower' Mattituck(BU 843211) 31 of 31 Tower Engineering Project Date Professionals TEP No. 218919.839766 16:34:08 04/04/23 326 Tryon Road Raleigh,NC 27603 Client Designed by Phone:(919)661-6351 Crown Castle FAX.(919)661-6350 SON Section Elevation Size Actual rpV„ Ratio Actual 0T„ Ratio No. V„ V„ T. T. jt K K 0V„ kip-/t kip ft 0T L9 70.5-65.5(9) TP30.2894x29.4886x0.25 23.73 386.15 0.061 2.39 1015.84 0.002 L10 65.5-60.5(10) TP31.090200.28940.25 26.52 396.44 0.067 2.38 1070.72 0.002 L11 60.5-55.5(11) TP31.890901.09020.25 26.87 404.68 0.066 2.06 1127.04 0.002 L12 55.5-53.58 TP32.198401.89090.25 27.01 406.74 0.066 2.06 1149.06 0.002 (12) L13 53.58-53.33 TP32.238502.19840.4188 27.00 684.27 0.039 2.06 1909.19 0.001 (13) L14 53.33-48.33 TP33.039202.23850.4125 27.41 688.62 0.040 2.06 1977.30 0.001 (14) L15 48.33-43.33 TP33.8403.03920.4125 27.80 705.61 0.039 2.06 2075.55 0.001 (15) L16 43.33-35.5 TP35.094x33.84x0.4063 28.05 705.82 0.040 2.06 2110.63 0.001 (16) L17 35.5-35(17) TP34.6741x33.8733x0.475 28.50 902.76 0.032 2.06 2710.12 0.001 L18 35-30(18) TP35.475x34.6741x0.4688 28.86 909.87 0.032 2.06 2802.18 0.001 L19 30-27.75(19) TP35.835405.4750.4625 29.01 906.67 0.032 2.06 2823.03 0.001 L20 27.75-27.5 TP35.875405.83540.5125 29.01 1008.40 0.029 2.06 3126.47 0.001 (20) L21 27.5-22.5(21) TP36.676205.87540.5 29.35 1007.58 0.029 2.06 3192.13 0.001 L22 22.5-17.5(22) TP37.477106.67620.5 29.65 1029.88 0.029 2.06 3335.03 0.001 L23 17.5-12.5(23) TP38.2779x37.4771x0.4938 29.91 1039.20 0.029 2.05 3438.68 0.001 L24 12.5-7.5(24) TP39.0787x38.2779x0.4875 30.16 1047.97 0.029 2.05 3541.73 0.001 L25 7.5-3.92(25) TP39.6521 x39.0787x0.4875 30.34 1063.54 0.029 2.05 3647.77 0.001 L26 3.92-3.67(26) TP39.6922x39.6521x0.7625 30.34 1653.50 0.018 2.05 5637.23 0.000 L27 3.67-3.25(27) TP39.759509.69220.7625 30.37 1656.36 0.018 2.05 5656.72 0.000 L28 3.25-3(28) TP39.799509.75950.4938 30.38 1081.05 0.028 2.05 3721.20 0.001 L29 3-0(29) TP40.2809.79950.5 30.54 1107.95 0.028 2.05 3859.79 0.001 i Program Version 8.1.1.0 April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CCI BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 8 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 8.1.1.0 (OTHER CONSIDERED EQUIPMENT) (PROPOSED EQUIPMENT CONFIGURATION) (1) 1-3/8'TO 55 FT LEVEL ((12) 7/8'TO 78 FT LEVEL (3) 1-1/4 TO 78 Fr LEVEL OTHER CONSIDERED EQUIPMENT) 3) 1-5/8'TO 107 FT LEVEL (OTHER CONSIDERED EQUIPMENT) (6)7/8'TO 61 FT LEVEL (2) 1-5/8'TO 61 FT LEVEL (OTHER CONSIDERED EQUIPMENT-IN CONDUIT) -- • (1) 3/8'TO 98 FT LEVEL -70.08 FT LEVEL OTHERBCONSIDERED EQUIPMENT) // //' \�� \ •� � 38"TO 98 FT LEVEL 21 3/4'TO 98 FT LEVEL •. (12) 1-5/8'TO 98 FT LEVEL _ I I Q4 Q1 Q3 Q2 I I - (OTHER CONSIDERED EQUIPMENT) (1) 1/2'TO TOWER LIGHTING CLIMBING PEGS W/SAFETY CLIMB April4, 2023 107.5-ft Monopole Tower Structural Analysis Report CC/BU No 843211 TEP Project Number 218919.839766, Order 648700, Revision 0 Page 9 APPENDIX C ADDITIONAL CALCULATIONS r tnxTower Report-version 8.1.1.0 ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 40.999386 No Address at This Location Risk Category: 11 Longitude: -72.511158 Soil Class: D-Default(see Elevation: 28.69318255532092 ft Section 11.4.3) (NAVD 88) s� j ` aryoll '• .. IDiU kfsnl BbN N„Itl LIft r♦yK}•`4 furl S.;u11:151 lc.»n It bnO t3 G;3 • al soJM.lf • fivrnnr "¢ F� ,h" staicn walls LUI'.IVJJo, I.IIn Fyys:t V+? 3C.i •• r� P3.vre. S.iy I `1•In:llrl , yJada RE - - ire r. n �ar' � � Be! 11:rrn sea 'Ns�llmxl /Jj (M.a, •��-�`• T:Illlr]IT:�11Gr1 'a 1 •1 BOY � r ��.l eeta:m E+elGuqu: • _ _ � 'G Ul+rl - � �Y1 • .r_ Wind Results: Wind Speed 128 Vmph 10-year MRI 76 Vmph 25-year MRI 87 Vmph 50-year MRI 99 Vmph 100-year MRI 106 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Sun Apr 02 2023 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard.Wind speeds correspond to approximately a 7% probability of exceedance in 50 years(annual exceedance probability= 0.00143, MRI = 700 years). Site is in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Glazed openings need not be protected against wind-borne debris. https:Hasce7hazardtool.online/ Page 1 of 3 Sun Apr 02 2023 ASCE AMERICAN SOCIBY OF CIVIL ENGINEERS Seismic D-Default(see Section 11.4.3) Site Soil Class: Results: Ss 0.174 So, 0.079 S, 0.049 T L 6 Fa 1.6 PGA : 0.094 F 2.4 PGA M : 0.151 SMs : 0.278 FPGA 1.6 SM1 0.118 le 1 Sps 0.185 C„ : 0.7 Seismic Design Category: B 0.30 MCER Response Spectrum 0.20 Design Response Spectrum I 4 u.1a I 4 0.25 + -t! 0.16 p 0.20 a 0.14 is ! i 0.12 '. 0.15 .' 0.10 0.08 0.10 4.0G 0.05 0.04 0.02 0- - 0 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 Sa(g)vs T(s) Sa(g)vs T(s) 0.16 MCER Vertical Response Spectrum 0.11 Design Vertical Response Spectrum 0.14 a�4s>c 0.10 � 0.09 0.12 iA ® 0.08 �` ! 0.10 s 0.07 '! 0.08 INk! 0.06 0.05 yw. !s!!o! 0.04 �a.! 0.04 s!!!a�®4®lsy�4 0.03 sl+I►�,�lalaaa+as 0 0.5 Sa(g)vs T(s)1.0 1.5 2.0 © S 10 a(g)vs T(s) . 1,5 2.0 Data Accessed: Sun Apr 02 2023 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2.Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. hftus://asce7hazardtool.online/ Page 2 of 3 Sun Apr 02 2023 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 15 F Gust Speed 50 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2.through 10-8 Date Accessed: Sun Apr 02 2023 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and 'maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. hftas://asce7hazardtool.online/ Page 3 of 3 Sun Apr 02 2023 Mph per TIA-222-H Site BU: 843211 CROW N Work order: 2217925 -0 CASTLE Pole Geometry Copyright©2019 Crown Castle Pole Height Above Section Length Lap Splice Length Top Diameter Bottom Diameter Bend Radius Beightase (ft) ice Number of sides (in) (in) Wall Thickness(in) (in) Pole Material 1 107.5 35.75 3.75 18 24 29.726 0.21875 Auto A607-60 2 75.5 40 4.5 18 28.69 35.094 0.25 Auto A607-60 3 40 40 0 18 33.87 40.28 0.3125 Auto A607-65 Reinforcement Configuration Bottom Effective Top Effective Elevation(ft) Elevation(ft) Type Model Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 0 3.92 plate 5)1.25x5.9375(65 ks 1 `LO„ 2 0 3.92 plate (TS)1.25x6.5(65 ksi) 2 3 3.25 27.75 plate. CCI-SFP-065125 3 -0:.a. I.6`_: ='-o- 4 27.75 53.58 plate CCI-SFP-050125 3 5 6 7 8 9 10 Reinforcement Details Gross Bottom Top B in H In Area Pole Face to Bottom Termination Termination To TerminationT a Termination Lu In Net Area Bolt Hole Size Reinforcement ( ) ( ) Centroid(in) Type p Type ( ) (in2) (In) Material (ins) Length(in) Length(in) 1 1.25 5.1875 6.48438 3.34375 Welded n/a None n/a 0.750 6.484 0.0000 A572-65 2 1.25 5.75 7.1875 3.625 Welded n/a None n/a 0.750 7.188 0.0000 A572-65 3 6.5 1 1.25 8.125 0.625 PC 8.8-M20(100) 33 PC 8.8-M20(100) 33.000 19.000 6.563 1.1875 A572-65 4 5 1.25 6.25 1 0.625 1 PC 8.8-M20(100) 24 PC 8.8-M20(100) 24,000 23.000 4.688 1.1875 A572-65 Connection Details for Custom Reinforcements Bolt Weld Transverse Horiz.Weld Horiz.Groove Horiz.Groove Horiz. Vertical Rev H Edge is, Vertical W eld Reinforcement End pBolts NorX Spacing Grade (Horiz.)Weld Length Depth Angle Fillet Size Fillet Size ConneRion (in) (in) (ksi) Type (in) (in) (deg) (in) Length(in) (in) Capacity(kip) (TS)1.25x5.9375 Top - - - - - - - - - - (65 ksi) Bottom - 80 C1P Groove 10.375 0.625 45 0.625 - - (TS)1.25x6.5(65 Top - - - - - - - - - - - ksi) Bottom - - 80 C1P Groove 11.5 0.625 45 0.625 - - Mpole-version 4.5.8 Page 1 Analysis Date: 4/4/2023 TNX Geometry Input Increment(ft): j 5 i ExoontoTNX Lap Splice Length Bottom Diameter Tapered Pole Weight Section Height(ft) Section Length(ft) (ft) Number of Sides Top Diameter(in) (in) Wall Thickness(in) Grade Multiplier 1 107.5 - 102.5 5 18 24.000 24.801 0.21875 A607-60 1.000 2 102.5 - 97.5 5 18 24.801 25.602 0.21875 A607-60 1.000 3 97.5 - 92.5 5 18 25.602 26.403 0.21875 A607-60 1.000 4 92.5 - 87.5 5 18 26.403 27.203 0.21875 A607-60 1.000 5 87.5 - 82.5 5 18 27.203 28.004 0.21875 A607-60 1.000 6 82.5 - 77.5 5 18 28.004 28.805 0.21875 A607-60 1.000 7 77.5 - 75.5 5.75 3.75 18 28.805 29.726 0.21875 A607-60 1.000 8 75.5 - 70.5 5 18 28.688 29.489 0.25 A607-60 1.000 9 70.5 - 65.5 5 18 29.489 30.289 0.25 A607-60 1.000 10 65.5 - 60.5 5 18 30.289 31.090 0.25 A607-60 1.000 11 60.5 - 55.5 5 18 31.090 31.891 0.25 A607-60 1.000 12 55.5 - 53.58 1.92 18 31.891 32.198 0.25 A607-60 1.000 13 53.58 - 53.33 0.25 18 32.198 32.238 0.41975 A607-60 1.044 14 53.33 - 48.33 5 18 32.238 33.039 0.4125 A607-60 1.048 15 48.33 - 43.33 5 18 33.039 33.840 0.4125 A607-60 1.037 16 43.33 - 40 7.83 4.5 18 33.840 35.094 0.40625 A607-60 1.046 17 40 - 35 5 18 1 33.873 34.674 0.475 A607-65 1.025 18 35 - 30 5 18 34.674 35.475 0.46875 A607-65 1.030 19 30 - 27.75 2.25 18 35.475 35.835 0.4625 A607-65 1.040 20 27.75 - 27.5 0.25 18 35.835 35.875 0.5125 A607-65 1.037 21 27.5 - 22.5 5 18 35.875 36.676 0.5 A607-65 1.053 22 22.5 - 17.5 5 18 36.676 37.477 0.5 A607-65 1.044 23j 17.5 - 12.5 5 18 37.477 38.278 0.49375 A607-65 1.048 24 115 - 7.5 5 18 38.278 39.079 0.4875 A607-65 1.052 25 7.5 - 3.92 3.58 18 39.079 39.652 0.4875 A607-65 1.046 26 3.92 - 3.67 0.25 18 39.652 39.692 0.7625 A607-65 0.895 27 3.67 - 3.25 0.42 18 39.692 39.759 0.7625 A607-65 0.894 28 3.25 - 3 0.25 18 39.759 39.799 0.49375 A607-65 0.974 29 3 - 0 3 18 39.799 40.280 0.5 A607-65 0.958 CClpole-version 4.5.8 Page 2 Analysis Date: 4/4/2023 I TNX Section Forces Increment(ft): [5 1( TNX Output Mux (kip- Section Height(ft) P„ (K) ft) V„ (K) 1 107.5 102.5 3.90 30.70 6.06 2 102.5 - 97.5 8.85 64.73 11.57 3 97.5 - 92.5 9.331 123.68 12.01 4 92.5 - 87.5 12.76 186.78 16.13 5 87.5 - 82.5 13.30 268.52 16.57 6 82.5 - 77.5 17.39 355.32 22.72 7 77.5 - 75.5 17.65 400.90 22.88 8 75.5 - 70.5 18.65 516.46 23.35 9 70.5 - 65.5 19.42 634.10 23.73 10 65.5 60.5 22.06 755.14 26.52 11 60.5 - 55.5 22.94 888.50 26.87 12 55.5 - 53.58 23.27 940.16 27.01 13 53.58 - 53.33 23.37 946.91 27.00 14 53.33 - 48.33 24.59 1082.87 27.41 15 48.33 - 43.33 25.85 1220.82 27.80 16 43.33 - 40 26.70 1313.74 28.05 17 40 - 35 28.91 1455.05 28.50 18 35 - 30 30.34 1598.36 28.86 19 30 - 27.75 30.99 1663.41 29.01 20 27.75 - 27.5 31.09 1670.66 29.01 21 27.5 - 22.5 32.65 1816.51 29.35 22 22.5 - 17.5 34.25 1963.96 29.65 23 17.5 - 12.5 35.87 2112.80 29.91 24 12.5 - 7.5 37.51 `2262.94 30.16 25 7.5 - 3.92 38.70 2371.21 30.34 26 3.92 - 3.67 38.82 2378.79 30.34 27 3.67 - 3.25 38.99 2391.54 30.37 28 3.25 - 3 39.07 2399.14 30.38 29 3 - 0 1 40.021 2490.51 30.54 E Mpole-version 4.5.8 Page 3 Analysis Date: 4/4/2023 Analysis Results i Elevation(ft) Co Typoenent Size Critical Element %Capacity Pass/Fail 107.5-102.5 Pole TP24.801x24x0.2188 Pole 5.6% Pass 102.5-97.5 Pole TP25.602x24.801x0.2188 Pole 11.2% Pass 97.5-92.5 Pole TP26.403x25.602x0.2188 Pole 19.6% Pass 92.5-87.5 Pole TP27.203x26.403x0.2188 Pole 28.0% Pass 87.5-82.5 Pole TP28.004x27.203x0.2188 Pole 37.80/6 Pass 82.5-77.5 Pole TP28.805x28.004x0.2188 Pole 47.8% Pass 77.5-75.5 Pole TP29.726x28.805x0.2188 Pole 52.8% Pass 75.5-70.5 Pole TP29.489x28.688x0.25 Pole 55.6% Pass 70.5-65.5 Pole TP30.289x29.489x0.25 Pole 64.9% Pass 65.5-60.5 Pole TP31.09x30.289x0.25 Pole 73.9% Pass 60.5-55.5 Pole TP31.891x31.09x0.25 Pole 83.0% Pass 55.5-53.58 Pole TP32.19801.8914.25 Pole 86.3% Pass 53.58-53.33 Pole+Reinf. TP32.238x32.198x0.4188 Reinf.4 Tension Rupture 71.5% Pass 53.33-48.33 Pole+Reinf. TP33.039x32.238x0.4125 Reinf.4 Tension Rupture 78.6% Pass 48.33-43.33 Pole+Reinf. TP33.84x33.039x0.4125 Reinf.4 Tension Rupture 85.2% Pass 43.33-40 Pole+Reinf. TP35.094x33.84x0.4063 Reinf.4 Tension Rupture 89.3% Pass 40-35 Pole+Reinf. TP34.674x33.873x0.475 Reinf.4 Tension Rupture 85.1% Pass 35-30 Pole+Reinf. TP35.475x34.674x0.4688 Reinf.4 Tension Rupture 89.9% Pass 30-27.75 Pole+Reinf. TP35.835x35.475x0.4625 Reinf.4 Tension Rupture 92.0% Pass 27.75-27.5 Pole+Reinf. TP35.875x35.835x0.5125 Reinf.3 Tension Rupture 77.5% Pass 27.5-22.5 Pole+Reinf. TP36.676x35.875x0.5 Reinf.3 Tension Rupture 81.3% Pass 22.5-17.5 Pole+Reinf. TP37.477x36.676x0.5 Reinf.3 Tension Rupture 84.9% Pass 17.5-12.5 Pole+Reinf. TP38.278x37.477x0.4938 Reinf.3 Tension Rupture 88.2% Pass 12.5-7.5 Pole+Reinf. TP39.079x38.278x0.4875 Reinf.3 Tension Rupture 91.4% Pass 7.5-3.92 Pole+Reinf. TP39.652x39.079x0.4875 Reinf.3 Tension Rupture 93.5% Pass 3.92-3.67 Pole+Reinf. TP39.692x39.652x0.7625 Reinf.3 Tension Rupture 64.8% Pass 3.67-3.25 Pole+Reinf. TP39.759x39.692x0.7625 Reinf.3 Tension Rupture 65.0% Pass 3.25-3 Pole+Reinf. TP39.799x39.759x0.4938 Reinf. 1 Compression 88.1% Pass 3-0 Pole+Reinf. TP40.28x39.799x0.5 Reinf. 1 Compression 89.6% Pass Summary Pole 86.3% Pass Reinforcement 93.5% Pass Overall 93.5% Pass Mpole-version 4.5.8 Page 4 Analysis Date: 4/4/2023 Additional Calculations Section Moment of Inertia(in°) Area(inz) %Capacity*(100%Max.Allowable) Elevation(ft) Pole Reinf. Total Pole Reinf. Total Pole Rl R2 R3 R4 107.5-102.5 1303 n/a 1303 17.07 n/a 17.07 5.6% 102.5-97.5 1434 n/a 1434 17.62 n/a 17.62 11.2% 97.5-92.5 1574 n/a 1574 18.18 n/a 18.18E572.68% °% 92.5-87.5 1723 n/a 1723 18.74 n/a 18.74 % 87.5-82.5 1881 n/a 1881 19.29 n/a 19.29 % 82.5-77.5 2048 n/a 2048 19.85 n/a 19.85 % 77.5-75.5 2118 n/a 2118 20.07 n/a 20.07 75.5-70.5 2505 n/a 2505 23.20 n/a 23.20 55.6% 70.5-65.5 2716 n/a 2716 23.84 n/a 23.84 64.9% 65.5-60.5 2940 n/a 2940 24.47 n/a 24.47 73.9% 60.5-55.5 3175 n/a 3175 25.11 n/a 25.11 83.0% 55.5-53.58 3268 n/a 3268 25.35 n/a 25.35 86.3°% 53.58-53.33 3294 2111 5404 25.38 18.75 44.13 54.8% 71.5% 53.33-48.33 3547 2212 5759 26.02 18.75 44.77 60.6% 78.6% 48.33-43.33 3812 2316 6128 26.65 18.75 45.40 66.2% 85.2% 43.33-40 3997 2386 6382 27.08 18.75 45.83 69.8% 89.3% 40-35 5098 2488 7586 34.08 18.75 52.83 56.9% 85.1% 35-30 5462 2600 8062 34.88 18.75 53.63 60.5% 89.9% 30-27.75 5631 2651 8282 35.23 18.75 53.98 62.0% 92.0°% 27.75-27.5 5655 3386 9041 35.27 24.38 59.65 57.6% 77.5% 27.5-22.5 6045 3532 9577 36.07 24.38 60.44 60.8% 81.3% 22.5-17.5 6453 3680 10133 36.86 24.38 61.24 63.9% 84.9% 17.5-.12.5 6878 3832 10710 37.66 24.38 62.03 66.8% 1 88.2% 12.5-7.5 7322 3987 11309 38.45 24.38 62.82 69.6% 91.4% 1.5-3.92 7653 4199 11853 39.02 24.38 63.39 70.8% 93.5% 3.92-3.67 7651 10441 18092 39.06 45.23 84.29 44.7% 60.8% 58.6% 64.8% 3.67-3.25 7690 10474 18164 39.13 45.23 84.36 44.91 61.0% 58.7% 65.0% 3.25-3 7724 4319 12043 39.16 20.86 60.02 70.1% 88.1% 80.6% 3-0 8011 4533 12544 39.64 20.86 60.50 70.9% 89.6% 82.0% Note:Section capacity checked assuming all reinforcements are effective and using 5 degree increments. *Rating per TIA-222-N Section 15.5. CClpole-version 4.5.8 Page 5 Analysis Date: 4/4/2023 I Monopole Base Plate Connection CROWN v CASTLE Site Name MATT ITUCK_' Order# O TIA-222 Revision Grout Considered: No;' I.,(in) Moment(kip-ft) -u;}2491.Q0•.:;_; Axial Force(kips) Shear Force(kips) 'TIA-222-H Section 15.5 Applied O O •o 0 Conneqtion Propefties Analysis Results Anchor Rod Data Anchor Rod Summary (units of kips,kip-in) (12)2-1/4"0 bolts(A615-75 N;Fy=75 ksi,Fu=100 ksi)on 47"BC Pu—t=208.47 4)Pn_t=243.75 Stress Rating Anchor Spacing:6 in Vu=2.58 (�Vn=149.1 81.5% Mu=n/a (�Mn=n/a Pass Base Plate Data 46"W x 2.5"Plate(A572-55;Fy=55 ksi,Fu=70 ksi); Clip:8 in Base Plate Summary Max Stress(ksi): 46.58 (Flexural) Stiffener Data Allowable Stress(ksi): 49.5 1 N/A Stress Rating: 89.6% Pass Pole Data 40.28"x 0.3125"18-sided pole(A607-65;Fy=65 ksi,Fu=80 ksi) CClplate-Version 4.1.2 Analysis Date:4/4/2023 Drilled Pier Foundation CROWN BU#: 84321.1 CASTL E Site Name: MATTITUCK a 4I"1J L.` Order Number: 648700 Rev:0 TIA-222 Revison: H • ' Tower Type: Monopole i ApplyTIA-222-H Section 15.5: +';. N/A, AdditionalAnalysis Results .. Applied LoadsSoil Lateral Check Compression Uplift Input Effective Depths(else Actual): ':._ Comp. 0 lift -;D (ftfrom:TOC) 6.40 Design Options Moment ki ft _ :•2491 Soil.Safety:Factor 1.37 1 Check Shear along Depth of Pier: + Axial Force(kips) 401 ax;Moment.(kip-ft)1 2667.19- Utilize Shear-Friction Methodology:I Shear Force(kips) - 31 .,Rating! 92.4% Override Critical Depth: Soil Vertical Check Compression Uplift Go to Soil Calculations e ar y ear T FY r-�.� z- -,•-Skin;Frietion.(kips) 166.20 - ,Override Override Concrete Strength,fc. '3 ksi ; 4_-_`= - End,,.Beiiring.(kips) 318.09 Rebar Strength,F :I 60 ksi -,Weight:of;Concrete•(kips) 109.42 Tie Yield Strength,F 40'1 ksi Total Capacity-(kips) 484.28 --Axial(kips) 149.42 DesignPier - Rebar&Piero to ions Rating! 29.4% - Depth 24 ft Reinforced Concrete Flexure Compression Uplift Ext.AboveGrade 0.5 ft EmbeddedPolelnouts _-,Critical Depth'(ft.fromTOQJ 6.24 Pier Section 1 Belied Pier Inputs ,. Critical Moment,(kip-ft)l 2666.92 From 0.5'above grade to 21'below grade ,_-,-'.cCritical Moment.Capacityl 3360.39 Pier Diameter 6 1 ff Rating- 75.6% Rebar Quantit 16 Reinforced Concrete Shear Compression Uplift Rebar Size E -;Critical Depth_(ft from;TOC) 17.39 - Clear Cover to Ties in ;r:-;Critical:Shear;(kip) 300.77 Tie Size = Critical Shear•Capacity 478,24 Ties acin In :`"•".; ;;Rating" 59.9% Shear-Friction Methodology is Applied StructuralToundatiomRating! 75.6 ,,-. --r3oil,Interaction Rating*1 92.4% `Rating per TIA-222-H Section 15.5 Soil Profile Groundwater Depth I N/A I #of Layers 1, ,Calculated ".:Calculated';,Ultimate,Skin=; =;• Ult.Gross° lt'niafe:Ski An le of - U a n g :' 3 -'' :U irriat Sk' ':Ultimate`Skin 'Friitio"n`Coin Bearin' SPT'Blow - .iTo` �Thickne`ss;:'' �:ikrCohesion�.Gi• It e. iri< i' p', ;Y:onr: ,Ya.nercee P g ,- l `li :Ca•eG• %Bottom'ft` 'i •1" -`<' `FPictiori�1' - - - Fiittion U ft! `Soil Type Ftiction Com" Frietioh!U lift Override' ' Ce acit -S: :Count. - 'f(ft)'r�- ;i(ft)i�.''�` ilPtfli�. ( :lPcf)`,"�< (�� .� P�, P - P Y - - ,4� - `i• ;'(degrees);" ;Override(k`sf);r - - ^'_-..r.-•. _ •, 100 150': 0 0=;, .:--;0:000 r'"-:i 000 -0:00 0,00 Cohesionless r•2 4.167 15 10.833 1,00 150 _ -a 0 ' -.,':.28 0.346 0.346 Cohesionless e:-^,--3 15 21 -6 r; 100 150 0 30 1.335 - 1.335..' ' -:f 15 .-' 12 Cohesionless Version 5.0.4 AMATO 666 OLD COUNTRY ROAD, 9T"FLOOR GARDEN CITY, NY 11530 LAW GROUP, P L L C TEL: 516.227.6363 FAX: 516.227.6367 June 27, 2023 VIA HAND DELIVERY Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 Re: Building Permit Application(the"Application")by New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless") to the Town of Southold (the "Town") in connection with the upgrade of the existing public utility communication facility (the "Communication Facility") located at 415 Elijah's Lane, Mattituck, New York, with Suffolk County Tax Map designation Section 108/Block 4/Lot 11.3 (the"Property") Verizon Wireless Ref: Mattituck LS6/Our File No. 100-0064 Dear Sir/Madam: In connection with the above-referenced Application to the Town for the upgrade of Verizon Wireless' existing Communication Facility at the Property, enclosed please find one (1) of each of the following, unless otherwise indicated: 1. Original Application for Building Permit, completed and executed; 2. Original signed Owner's Authorization; 3. Original signed Authorization and Consent Affidavit; 4. Redacted Fourth Amendment to Land Lease Agreement; 5. Certificates of Disability, Liability and Worker's Compensation Insurance for Comcell Construction Corp.,the general contractor; 6. Structural Analysis Report,prepared, signed and sealed by Adam Howe,P.E„ dated April 4, 2023; 7. Four(4) surveys of the Property; 8. Four (4) sets of construction drawings, prepared, signed, and sealed by Peter D. Smith, P.E., of B+T Group, dated March 29, 2023, and last revised June 16, 2023 (the "Construction Drawings"); and 9. Check payable to the "Town of Southold" in the amount of $550, representing the Application filing fee. As depicted in the Construction Drawings submitted herewith, Verizon Wireless proposes to upgrade its existing Communication Facility by, including but not limited to the following: removing and \ replacing nine(9)existilg antennas with twelve(12)new antennas;removing and replacing six(6)existing remote radio heads ("RRHs") with and six (6) new RRHs; adding two (2) new OVPs and adding two (2) new hybrid cables within the monopole. All other existing equipment and appurtenances are to remain. 405 LEXINGTON AVENUE I CHRYSLER BUILDING,26"'FLOOR I NEW YORK,NY 10174 1 212.485.6000 402 MAIN STREET I SUITE 204 1 METUCHEN,NJ 08840 1 732.317.1511 Based upon the following, it is respectfully requested that the Town administratively approve Verizon Wireless' Application without delay. Please be advised that Verizon Wireless' Application is governed by Section 6409(a)of the Middle Class Tax Relief and Job Creation Act of 2012 (the "Spectrum Act"), codified at 47 U.S.C. § 1455(a), which provides, in relevant part,that a: State or local government may not deny,and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (Emphasis added). An"eligible facilities request"is defined as"any request for modification of an existing wireless tower or base station that involves—(A)collocation of new transmission equipment; (B)removal of transmission equipment; or (C) replacement of transmission equipment." See 47 U.S.C. § 1455(a)(2)(A)-(C) (emphasis added). The Federal Communications Commission (the "FCC") Report and Order No. 14-153, 29 FCC Rcd. 12865, adopted on October 17, 2014 (the "FCC Order"), codified at 47 C.F.R. § 1.6100, provides clarification of the Spectrum Act, and sets forth a 60-day time period for review and approval of applications covered under the same. The 60-days is tolled, however, if the"local government determines the application is'incomplete." Id. at § 1.6100 (c)(3). Such determination is only valid to toll the 60 days if it meets two additional requirements. First, the local government must notify the applicant of its determination of incompleteness within 30 days of receipt of the application and "clearly and specifically delineate all missing documents or information." (Emhasis added)Id. at § 1.6100 (c)(3)(i). Second, "documents or information" is limited: only to the extent [same is] reasonably related to determining whether the request meets the requirements of this section. A State or local government may not require an applicant to submit any other documentation, including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities".Id. at § 1.6.1 00(c)(1). Verizon Wireless respectfully submits that the Spectrum Act and the FCC Order directly apply to this Application, and require the Town to approve the same as proposed, without the need for a protracted zoning process or public hearing(s). Verizon Wireless currently operates the Communication Facility at the existing monopole located on the Property, which constitutes an existing "wireless tower" within the meaning of the Spectrum Act and FCC Order. As depicted on the Construction Drawings, and discussed above, Verizon Wireless proposes to modify its Communication Facility by removing and replacing and adding antennas and equipment within the monopole. As such, Verizon Wireless' Application involves requests for removal, replacement, and collocation)of transmission equipment at the Communication Facility. 1 The FCC Order defines"collocation"as"the mounting or installation of transmission equipment on an eligible support structure for the purpose of transmitting and/or receiving radio frequency signals for communications purTes." See FCC Order§ 178. l * a Further, Verizon Wireless' proposed modifications to the Communication Facility would not substantially change'the dimensions thereof. The top height of the proposed new antennas would be consistent with the top height of the existing antennas, and no portion of the modified Communication Facility will protrude from the edge of the wireless tower by more than,twenty feet. Further, the modifications to the Communication Facility would not require any excavation or deployment beyond the area of the existing equipment compound. Finally, the proposed modifications would not affect any concealment elements of the existing Communication Facility.' Thus, based upon the foregoing,Verizon Wireless' proposed removal and replacement would"not substantially change the physical dimensions" of the existing Communication Facility, as defined in the Spectrum Act, and as clarified in the FCC Order. Accordingly, .the Application constitutes an "eligible facilities request" for a modification to an existing tower, which the Town "may not deny, and shall approve"within 60 days. See, 47 C.F.R. Sec 1.600(c)(2). Since approval of the Application is not discretionary under the Spectrum Act, any submission requirements beyond those that establish that the Application pertains to an eligible facilities request are preempted. See, 47 C.F.R. Sec 1.6100(c)(1). If everything is in order, kindly issue the building permit for the proposed upgrade to the Communication Facility at your earliest convenience. If you should have any questions or comments, please do not hesitate to contact me. Thank you for your attention to this Application. Cb trul ours, ella . Ama o Enclosures cc: Verizon Wireless(via e-mail, without enclosures) Crown Castle(via email,without enclosures) 2 The FCC Order provides an objective standard to determine when a modification will "substantially change the physical dimensions"of an existing"tower," including when:"(1) ... it increases the height of the tower... by more than 10%,or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater... ;(2) ... it protrudes from the edge of the tower more than twenty feet,or more than the width of the tower structure at the level of the appurtenance, whichever is greater ... ; (3) it involves installation of more than the standard number of new equipment cabinets for the technology involved,but not to exceed four cabinets;(4)it entails any excavation or deployment outside the current site of the tower ... ;(5)it would defeat the existing concealment elements of the tower... ;or(6)it does not comply with conditions associated with the prior approval of construction or modification of the tower... unless the non-compliance is due to an increase in height, increase in width, addition of cabinets, or new excavation that does not exceed the corresponding "substantial change"thresholds identified above." See FCC Order§ 188;see also FCC Report and Order No.20-153,2020 WL 6501650(FCC October 27,2020). 3 Pursuant to the FCC's Declaratory Ruling and Notice of Proposed Rulemaking No.20-75,35 FCC Red. 5977, adopted June 9, 2020,."concealment elements are elements of a stealth-designed facility intended to make the facility look like something other than a wireless tower or base station,"and in order to defeat an existing concealment element,the same must have been"part of the facility that the locality approved in its prior review."See§§34,36. Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) f c/o: their Attorney-in-Fact SBA Towers IX LLC, by its -on,behalf�of Attorney-in-Faot,,NCWPCS,NFPL22—Year Sites Tower Peconic Coastal Holdings LLC, by its Attorney-in-Fact, CCATT LLCO, Properties, LLC residing at PO Box 545, Southold, New York 11971 (Print property owner's name) (Mailing Address) do hereby authorize New York SMSA Limited Partnership d/b/a (Agent) Verizon Wireless c/o Amato Law Group, PLLC to apply on my behalf to the Southold Building Department. Peconic Coastal Properties, LLC by their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact, NCWPCS MPL22—Ye ites Tower Holdings LLC, by its Attorney-in-Fact, CCATT L By (O s Signature) (Date) Jenifer Bachi, Site Acquisition Specialist (Print Owner's Name) 1 A UTHORIZA TIONAND CONSENT WHEREAS, New York SMSA Limited Partnership d/b/a Verizon Wireless ("Verizon Wireless"),having a principal place of business located at c/o Amato Law Group,PLLC,666 Old Country Road,Suite 901,Garden City,New York 11530,desires to upgrade its existing public utility wireless communication facility(the"Communication Facility")on certain real property located at 415 Elijah's Lane,Mattituck,New York,known as and designated as Section 108,Block 4,Lot 11.003 (the "Property"), owned by Peconic Coastal Properties LLC (the "Owner"), c/o their Attorney-in-Fact SBA Towers IX LLC, by its Attorney-in-Fact,NCWPCS MPL22—Year Sites Tower Holdings LLC,by its Attorney-in-Fact,CCATT LLC,with a mailing address of PO Box 545, Southold,New York 11971. WHEREAS,Verizon Wireless, in order to upgrade the existing Communication Facility, must submit to the Town of Southold (the"Town") certain zoning applications and/or building permit applications(collectively the"Applications"). WHEREAS,the Owner agrees and consents to Verizon Wireless'submission of all necessary Applications to the Town, as well as any other application required by any federal,state or local entity with jurisdiction thereof, such that the required approvals for the upgrade of the Communication Facility are necessary. NOW,THEREFORE,the Owner hereby authorizes,consents and agrees to have Verizon Wireless act as its agent,as follows: 1. The Owner hereby consents to the filing of all Applications by Verizon Wireless with the Town,and any other necessary federal,state or local agency,with respect to the upgrade of the Communication Facility on the Property. 2. Verizon Wireless shall have the authority to act as the limited Agent for the Owner, thereby permitting Verizon Wireless to execute and complete any necessary documents on behalf of said Owner as may be required in order to obtain the necessary approvals and permits to upgrade the Communication Facility. 3. This Authorization shall be limited solely for the purpose of permitting Verizon Wireless to obtain the necessary approvals and permits to upgrade the Communication Facility,and for no other purpose. 4. This Authorization shall terminate,and be of no further force and effect,only after Verizon Wireless receives the necessary Town,federal,state and/or local approvals and permits required to upgrade the Communication Facility. Peconic Coastal Properties LLC, by their Attorney-in-Fact SBA Towers IX LLC,by its Attorney-in-Fact, NCWPCS MPL22 -Year Sites Tower Holdings LLC,by its Attorney-in- Fact,CCAT LLC By Nam enifer Bachi Title: Site Acquisition Specialist Sworn to before e thi the day of 2023 Commonwealth of Pennsylvania-Notary Seal Claudia Wade,Notary Public Montgomery County My commission expires June 25,2023 Notary Public Commission number 1352610 Member,Pennsylvania Association of Notaries is } O O RECORDING REQUESTED BY AND AFTER RECORDING RETURN TO: Crown Castle 1220 Augusta,Suite 600 Houston,Texas 77057 PREPARED OUT-OF-STATE BY: David A.Brooks Singleton Cooksey PLLC Attorneys at Law 6363 Woodway,Suite 600 Houston,Texas 77057 Tax Parcel No.: 1000-108-00-04-00-011-003 Cross Reference:Liber D00012904,Page 801, Official Public Records of Suffolk County,New York FOURTH AMENDMENT TO LAND LEASE AGREEMENT THIS FOURTH AMENDMENT TO LAND LEASE AGREEMENT (this "Amendment") dated as of the last of the signature dates below (the "Effective Date") by and between SBA TOWERS IX, LLC, a Delaware corporation("Landlord"), having a mailing address of 8051 Congress Ave., Boca Raton, Florida 33487-1307, and NCWPCS MPL 22 — YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company("Tenant"), by CCATT LLC, a Delaware limited liability company("CCATT"),its Attorney-in-Fact. WITN•ESSETH: WHEREAS, Gobil, a partnership ("Original Landlord"), and Cellular Telephone Company, a New York general partnership, d/b/a AT&T Wireless Services, a New York general partnership ("Original Tenant"), entered into that certain Land Lease Agreement, and Rider to Lease, dated January 3, 1991 (collectively, the "Original Lease"), whereby Original Landlord leased to Original Tenant a portion of the real property generally located at Elijah Lane and Route 25, in the Town of Southold, Suffolk County, New York ("Property'), as more particularly described in Exhibit `A' attached hereto, consisting of approximately ten thousand sixty (10,060) square feet together with access and utility easements appurtenant thereto (collectively,the"Premises"), as more particularly described in Exhibit`B' attached hereto;and WHEREAS,the Original Lease was amended by that certain Amendment to Land Lease Agreement last executed May 30, 1991 (the "First Amendment"), between-Original Landlord and Original Tenant;and WHEREAS, the Original Lease was further amended by that certain Amendment I to Lease Agreement last executed November 4, 1999 (the "Second Amendment"), between Original Landlord and Original Tenant; By:(Initials PLO' Date 1/1/,JD= yp0 00219933-v4 8��� 30i l Lemexic_� BU#: 843211 Site Name:Mattituck SBA Site 1D: NY18009-G Baxter WHEREAS, the Original Lease was further amended by that certain Amendment H to Lease Agreement last executed February 17, 2000 (the "Third Amendment"), between Original Landlord and Original Tenant; (the Original Lease, the First Amendment, the Second Amendment, and the Third Amendment are collectively referred to collectively as the"Lease"); WHEREAS, Gobil, LLC, a Florida limited liability company ("Gobil") (as successor in interest to Original Landlord), and Landlord entered into that certain Easement Agreement, dated May 3, 2016, and recorded March 16, 2017,in Liber D00012904,Page 801 in the Official Public Records of Suffolk County, New York, whereby Gobil granted Landlord an exclusive 50-year term easement in the Premises; WHEREAS, Gobil and Landlord entered into that certain Assignment, dated May 3, 2016, and recorded March 16, 2017, in Liber D00012904, Page U2, in the 'Official Public Records of Suffolk County,New York, whereby Gobil assigned all of its right, title, and interest in the Lease to Landlord; WHEREAS,Tenant is the current tenant under the Lease; and WHEREAS, the Lease has an initial term and renewal terms that will expire on December 31, 2020 (the "Original Term"), and Landlord and Tenant desire to enter into this Amendment in order to amend the Lease to, among other things, provide for additional renewal terms beyond the Original Term. NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are acknowledged,Landlord and Tenant agree as follows: Sensitive BUsiness Information 4. Term. Effective as of the expiration of the Original Term, the Lease shall be automatically extended, without need of any further documentation, for six (6) additional five (5) year terms, and one subsequent term of four (4) year term (each a "Renewal Term"), unless Tenant provides Landlord with notice of its intention not to renew at least ninety (90) days prior to the expiration of the then current Renewal Term. The Original Term and any Renewal Terms shall be collectively referred to herein as the "Lease Term." The parties acknowledge that pursuant to this Amendment, the Lease Term exceeds the Original Term by thirty-four (34) years, and that unless terminated sooner, the final Renewal Term will expire on December 31, 2054. Sensitive Business Information BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter Sensitive Business Information 7. Governmental Approvals. If.requested by Tenant,- Landlord will ;execute, ,at Tenant's sole cost' and_:expense, all docuine_nts regmred by any governmental authority in connection_ with any development, of,,or,construction on, the Premises,-including documents necessary to petition the appropriate public bodies for, certif Cates, permits, licenses and other . . .approvals,deemed necessary by Tenant in T-enant's absolute<discr�iion-to utilize-the Premises for the purpose of constructing, maintaining and operating communication facilities, including without limitation, tower structures, antenna support structures, cabinets, meter boards, buildings, antennas, cables, equipment and uses incidental thereto. Landlord agrees to be named applicant if requested by Tenant. li Riitherance .of the foregoing, Landlord -hereby appoints Tenant as Landlord's attorney4n-fact to execute all.land use.applications, permits;licenses and other approvals on Landlord's behalf, Landlord shall be entitled to no further consideration with respect to any of the foregoing matters. Sensitive Business Information 00219933-v4 3 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter 00219933-v4 4 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter 4 abon [REMAINDER OF PAGE LEFT BLANK INTENTIONALLY; SIGNATURE PAGES BEGIN ON FOLLOWING PAGE] 00219933-v4 5 BTX 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter 0 IN WITNESS WHEREOF, the undersigned parties have caused this Amendment to be duly executed as of the Effective Date. LANDLORD: SBA TOWERS IX, C, a Delaware limit liability compa By: Name: Alyssa u ihan Title: Vice President Site Leasing Date: STATE OF FLORIDA § COUNTY OF PALM BEACH § The foregoing Fourth Amendment to Land Lease Agreement was acknowledged before me this .24 day of- 'bereme.�b ,2017, by Alyssa Houlihan, as the Vice President of Site Leasing of SBA TOWERS IX,LLC, a Delaware limited liability company, for and on behalf of said entity and for the consideration, intent and purposes set forth in the foregoing Fourth Amendment to Land Lease Agreement. She is personally known to me or has produced as identification. In Witness Whereof, I have hereunto signed this acknowledgment with said appearer, on the date set forth above. ARJOP MY COMMISSION N FF084094 EXPIRES:Febaiary 14,2018 Signat e otary Pu ii N'q�EQ Lo��°P 8ondedThruI3udSetN%ryServius Marjorie A. Franco Printed Name of Notary Public: My Commission Expires: ON, [Seal] 00219933-v4 6 BU4: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter f TENANT: NCWPCS MPL 22—YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company By: CCATT LLC, a Delaware limited liability company its Attorney-in-Fact By. 44771� Na.1n-e: -Matt ,NcarWOOd ' Title: Senior Transaction Manager Date: 11 -7-'Z 1:71 STATE OF L § r}� COUNTY OF i 1 § Th f egoing Fou ndment to Land Lease Agreement was acknowledged before me this day of 20_, by Matthew Norwood as the .1 T^Wi-\f, oap\y of CCATT'LLC, a Delaware limited liability company,the Attorney- in-Fact of NCWP MPL 22 — YEAR SITES TOWER HOLDINGS LLC, a Delaware limited liability company, for and on behalf of said entity and for the consideration, tent and purposes set forth in the foregoing Fourth Amendment to Land Lease Agreement /She is personally known to me or has produced as identification. In Witness Whereof, I have hereunto signed this acknowledgment with said appearer, on the date set forth above. � NICOLE ARLETTE BENTON =�0� p Notary Pablic,state'ofTexas Comm.Expires 12-13-2020 Signature of Notary Public Notary ID 130937009 Nicole Ariette Benton Printed Name of Notary Public: My Commission Expires: [Seal] 00219933-v4 BU#: 843211 Site Name:Mattituck SBA Site ID: NY18009-G Baxter a Exhibit A Property SITUATED IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK,STATE OF NEW YORK: PARENT PARCEL: CERTAIN REAL PROPERTY AS SHOWN ON THE SUFFOLK COUNTY TAX MAP AS DISTRICT 1000, SECTION 108,BLOCK 4,LOT(S) 11.003 AND 11.002,AND BEING FURTHER DESCRIBED AS BEING LOT NO.2 ON A CERTAIN MAP ENTITLED,"MAP OF ALTERATION OF BOUNDARY LINE PROPOSED FOR WILLIAM J.BAXTER,JR.,PATRICIA BAXTER,ROBERT A.GOELLER,JR.AND JANE P.GOELLER,AT MATTITUCK,TOWN OF SOUTHOLD,SUFFOLK COUNTY,N.Y."FILED ON MAY 15, 1990 IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO. 8937. TAX I.D.NUMBER: 1000-108.00-04.00-011.003 BEING A PORTION OF THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM WILLIAM J.BAXTER,JR.AND PATRICIA BAXTER, GRANTOR,BY DEED RECORDED 12/07/2011,AS BOOK 12678,PAGE 798 OF THE SUFFOLK COUNTY RECORDS. BEING THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM JANE B.GOELLER AS TRUSTEE OF THE GOELLER FAMILY SURVIVOR'S TRUST U/A DATED APRIL 5,2010,GRANTOR BY DEED RECORDED 3/30/2016,AS BOOK 12858,PAGE 542 OF THE SUFFOLK COUNTY RECORDS. BEING THE SAME PROPERTY CONVEYED TO GOBIL,LLC,A FLORIDA LIMITED LIABILITY COMPANY,GRANTEE,FROM JANE B.GOELLER AS TRUSTEE OF THE GOELLER FAMILY BY-PASS TRUST U/A DATED APRIL 5,2010,GRANTOR BY DEED RECORDED 3/30/2016,AS BOOK 12858,PAGE 545 OF THE SUFFOLK COUNTY RECORDS. 00219933-v4 Site Name:Mattituck A-1 BU#: 843211 Exhibit B Premises A PORTION OF ALL THAT CERTAIN PARCEL OF LAND LYING IN THE HAMLET OF MATTITUCK, COUNTY OF SUFFOLK, STATE OF NEW YORK,DESCRIBED IN DEED BOOK 12638 PAGE 545,DEED BOOK 12858 PAGE 542,DEED BOOK 12578 PAGE 798,FURTHER DESCRIBED AS: COMMENCING FROM AN EXISTING IRON PIPE,FOUND ON THE NORTHERN MOST CORNER OF SAID PARCEL(SUFFOLK COUNTY TAX PARCEL 1000-108.00-04.00-011.003),ALSO LYING ON THE WESTERN PUBLIC RIGHT OF WAY OF ELIJAHS LANE,HAVING NEW YORK STATE PLANE COORDINATES,(LONG ISLAND ZONE)E:1395323.13'-AND-N:307109.08'.; THENCE, S 160 20' 24"W FOR A DISTANCE OF 238.19 FEET TO THE POINT OF BEGINNING THENCE, S 66°02'03"W FOR A DISTANCE OF 101.79 FEET TO A POINT; THENCE,N 230 57'57"W FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE,N 660 02'03"E FOR A DISTANCE OF 100.00 FEET TO A POINT; THENCE,S 23°57'57"E FOR A DISTANCE OF 65.28 FEET TO A POINT; THENCE,N 660 02'03"E FOR A DISTANCE OF 1.66 FEET TO A POINT; THENCE,S 240 10'26"E FOR A DISTANCE OF 34.72 FEET TO THE POINT OF BEGINNING CONTAINING 10060 SQFT-AND-0.23 ACRES. 00219933-v4 Site Name:Mattituck A-2 BU#: 843211 � o !IIIIIII Illl IIIII Illll IIIII IIIII lilll IIIII IIIII IIII IIII. IIIIII IIIII IIIII IIII IIII SUFFOLK COUNTYCLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT Recorded: 03/16/2017 Number of Pages: 19 At: 12 :35 :51 PM Receipt Number : 17-0044999 TRANSFER TAX NUMBER: 16-24575 LIBER: D00012904 PAGE: 801 District: Section: Block: Lot: 1000 108 .00 04.00 011.003 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $2,000,000.00 i Received the Following Fees For Above Instrument j Exempt Exempt Page/Filing $95.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15 .00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0 .00 NO RPT $200.00 NO Transfer tax $8,000.00 NO Comm.Pres $37,000.00 NO Fees Paid, $45,340. 00 TRANSFER TAX NUMBER: 16-24575 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County i By:Qnitials. Date !q 0�Y Doc Type 1 13UR g 4 3Z I ( Leaseklc. kJ A 1 i Prepared by and Retum to: -SBA Network Services, LLC WHEN RECORDED RETURN TO: Attn: Karen Mello OLD REPUBLIC TITLE 805 i Congress Avenue ATTN:COMMCRCiAL POSTC=NG 530 UTH Boca Raton,FL 33487 SUITE 1032 MAIN ST SUITE 561-226-9495 AKRON OHIO 44311 (330-436-6000) tQQ (Recorder's Use Above This Line] STATE OF NEW YORK COUNTY OF SUFFOLK Tax ID Number: 1000-108.00-04.00-011.003 EASEMENT AGREEMENT By and between GOBIL, LLC, a Florida limited liability company ("Grantor")with an address of 6915 SE Harbor Circle, Stuart,Florida 34996 and SBA TOWERS IX, LLC, a Delaware limited liability company ("Grantee") with an address of 8051 Congress Avenue,Boca Raton, FL 33487 By initialing below, the Grantor does hereby acknowledge that the Grantor has received, reviewed and approved this Easement Agreement in which the Easement described herein is granted from Grantor to Grantee. Grantor initial(s)here: V�� 00091631-v5 1 NY18009-G USNY10002 BAXTER e EASEMENT AGREEMENT M CW This Easement Agreement ("Agreement") dated effective ` '3"", 2016, by and between GOBIL, LLC, a Florida Hinli.ed liability company; with'an.address at 6915 'SE Harbor Circle, Stuart, FL 34996 ("Grantor") and .SBA TOWERS IX,. LLC, a Delaware limited liability company, with an address of 8051 Congress Avenue,Boca Raton,FL 33487 ("Cnantee"). BACKGROUND Grantor is the owner of the. real, property described on Exhibit 'A' attached hereto (the "Premises"). Grantor desires to grant to Grantee certain easement rights with respect to the Premises, as more particularly described'below,and subject to the terms and conditions of this Agreement.. AGREEMENTS For and in consideration of the covenants and agreements herein contained and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto agree as follows: 1. Grant of Easements. Grantor,.for itself and its heirs, personal representatives, successors and assigns, hereby grants and conveys unto Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns: (i)an exclusive easement(the"Exclusive Easement")in and to that portion of the Premises more particularly described on Exhibit `B' hereto;-and (ii) a non-exclusive easement in and to that portion of the Premises more particularly described on Exhibit `.Cl hereto (the "Access and Utility Easement"); and (iii) a non-exclusive fall -radius easement in and to that portion of the Premises more particularly described on Exhibit `D' hereto ( (the"Fall Radius Easement's (the "Exclusive Easement," the"Access and Utility Easement," and the"Fall Radius Easement,"being collectively referred to herein as the`Tasements"). The Easements shall be used for the purposes set forth in Section 6 hereof. 2. Private Easement. Nothing in this Agreement shall be deemed to be a dedication of any area for public use. All rights, easements, and interests herein created are private and do not constitute a grant for public use or.benefit. 3. Successors Bound. This Agreement shall be binding on and inure to the benefit of the parties hereto and their respective heirs,personal representatives,lessees,successors and assigns. 'It is the intention of the parties hereto that all of the various rights, obligations,restrictions,and easements created in this Agreement shall run with the affected lands and shall inure to the benefit of and be binding upon all future owners and lessees of the affected lands and all persons claiming under them. 4. Duration. The duration of the Easements granted herein shall be Fifty(50) years from the date of this Agreement ("Term") unless Grantee provides written, recordable notice of its intent to terminate this Agreement, in which event this Agreement and all obligations of Grantee hereunder shall terminate upon Grantee's recordation of any such notice. Grantor may not terminate this Agreement. 00091631-v5 2 NY18009-G USNY10002 BAXTER 5. Easement Consideration. Grantor hereby acknowledges the receipt, contemporaneous with the execution hereof, of all consideration due hereunder. Accordingly, no additional consideration shall be due during the Term of this Agreement. Notwithstanding the foregoing, Grantor has granted to Grantee an additional area of five hundred (500) square feet as delineated on Exhibit W hereto as the additional area (the "Additional Area"). In the event Grantee places any equipment in the Additional Area, Grantor shall be entitled to fifty percent (50%) of the,revenue generated by the equipment situated in the Additional Area ("Revenue Share"). All Revenue Share contained herein shall be payable one month in arrears upon Grantee's receipt of rental payment fiom its tenant. Grantor acknowledges that Revenue Share shall only be due and payable for any portion of any tenant's rent attributable to its improvements located in the Additional Area. 6. Use of Easement Areas. (a) Exclusive Easement. Grantee and its designated customers, lessees, sublessees, licensees, agents, successors and assigns shall have the unrestricted right to use the Exclusive Easement for installing, constructing,maintaining, operating, modifying,repairing and replacing improvements and equipment, which may be located on the Exclusive Easement from time to time, for the facilitation of communications related uses in connection therewith and other uses as deemed appropriate by Grantee, in its sole -discretion. Grantee may make any improvements, alterations or modifications on or to the Easements as are deemed appropriate by Grantee, in its sole discretion. At all times during the term of this Agreement,Grantee shall have the exclusive right to use, and shall have free access to,the Easements seven (7) days a week, twenty-four (24) hours a day. Grantee shall have the unrestricted and exclusive right to lease, sublease, license, or sublicense any structure or equipment on the Exclusive Easement and shall also have the right to license, lease or sublease to third parties any portion of the Exclusive Easement,but no such lease, sublease or license shall relieve or release Grantee from its obligations under this Agreement. Grantor shall not have the right to use the Exclusive Easement for any reason and shall not disturb Grantee's right to use the Exclusive Easement in any manner. Grantor and Grantee acknowledge that Grantee shall have the right to construct a fence around all or part of the Exclusive Easement, and shall have the right to prohibit anyone, including Grantor, fiom entry into such Exclusive Easement. (b) Access and Utility Easement. The Access and Utility Easement shall be used by Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns for ingress and egress from and to the Exclusive Easement, as well as the construction, installation, operation and maintenance of overhead and underground electric, water, gas, sewer, telephone, data transmission and other utility facilities (including wires, poles, guys, cables, conduits and apptu-tenant equipment) with the right to construct, reconstruct, improve, add to, enlarge, change and remove such facilities, and to connect the same to utility lines located in a publicly dedicated right of way. Grantor shall not in any manner prevent access to, and use of, the Access and Utility Easement by Grantee or its tenants, lessees, sublessees, licensees, agents, successors and assigns and Grantor shall not utilize the Access and Utility Easement in any manner that interferes with Grantee's or its tenants', lessees', sublessees', licensees', agents', successors' and assigns' use of such area. If the Access and Utility Easement is currently used by Grantor 00091631-vs 3 NY18009-G USNYi 0002 BAXTER or its tenants, then Grantee shall not in any manner prevent access to, and use of, the Access and Utility Easement by Grantor or its tenants. (c)Fall Radius Easement. The Fall Radius Easement shall be governed as required by the appropriate governmental and regulatory authorities and shall be measured from the base of the antenna and/or tower structure erected, or to be erected, on the Exclusive Easement and extend one hundred and eighty(180)feet in all directions. 7. Equipment and Fixtures. Grantee's equipment, structures, fixtures and other personal property now or in the future on the Easements shall not be deemed to be part of the Premises, but shall remain the property of Grantee or its licensees and customers. At any time during the Term and within 180 days after termination hereof, Grantee or its customers shall have the right to remove their equipment, structures,fixtures and other personal property from the Easements. 8. Assignment. Grantee may freely assign this Agreement, including the Exclusive Easement and the Access and Utility Easement and the rights granted herein, in whole or in part, to any person or entity (including but not limited to an affiliate of Grantee) at any time without the prior written consent of Grantor. If any such assignee agrees to assume all of the obligations of Grantee under this Agreement, then Grantee will be relieved of all responsibility hereunder. 9. Covenants and Agreements. (a) Grantor represents and warrants that it is the owner in fee simple of the Premises, free and clear of all liens and encumbrances and that it alone has full right to grant the Easements. Grantor further represents and warrants that Grantee shall peaceably and quietly hold and enjoy the Easements for the Term. (b) During the Term, Grantor shall pay when due all real property taxes and all other fees and assessments attributable to the Premises. If Grantor fails to pay when due any taxes affecting the Premises, Grantee shall have the right but not the obligation to pay such taxes and demand payment therefore fiom Grantor, which payment Grantor shall make within ten (10) days of such demand by Grantee. The provisions of the foregoing sentence shall survive the termination or expiration of this Agreement. (c) Grantor shall not cause the area comprising the Easements to be legally or otherwise subdivided from any master tract of which it is a part in such a way that the remaining tract containing the Easements is substantially the only use of the tract, nor shall Grantor cause the area comprising the Easements to be separately assessed for tax purposes. If it is determined by Grantee that the transfer of the Easements set forth herein requires or shall require the subdivision of the Premises,and if Grantee, in its sole judgment, determines that it desires to seek subdivision approval, then Grantor agrees to cooperate with Grantee, at Grantee's expense, in obtaining all-necessary approvals for such subdivision. 00091631-v5 4 NY18009-G USNY10002 BARTER (d) Grantor shall not grant, create, or suffer any claim, lien, encumbrance, easement, restriction or other charge or exception to title to the Premises that would adversely affect Grantee's use of the Easements. Grantor has granted no outstanding options to purchase or rights of first refusal with respect to all or any part of the Premises and has entered into no outstanding contracts with others for the sale, mortgage, pledge, hypothecation, assignment, lease or other transfer of all or any part of the Premises and there are no leases,written or oral,affecting the lands underlying the Easements. (e) Grantor has and will comply with all environmental, health and safety laws with respect to the Premises. (1) Grantor has not received notice of condemnation of all or any part of the Premises, notice of any assessment for public improvements, or notices with respect to any zoning ordinance or other law, order, regulation or requirement relating to.the use or ownership of such lands and there exists no violation of any such governmental law, order, regulation or requirement and there is no litigation pending or threatened,which in any manner affects the Easements. (g) The representations and warranties made hereunder shall survive the Closing. Grantor agrees to indemnify, defend and hold harmless Grantee and its officers, directors, shareholders, agents and attorneys for, from, and against all damages asserted against or incurred by any of them by reason of or resulting from a breach by Grantor of any representation, warranty or covenant of Grantor contained herein or in any agreement executed in connection herewith. 10. Non-Disturbance. During the Term, Grantor will not improve or grant any other easement, ground lease, lease, license, sale or other similar interest of or upon the Premises if such improvement or interest would interfere with Grantee's use of the Easements nor shall Grantor during the Term enter into any other lease, license or other agreement for a similar purpose as set forth herein, on or adjacent to the Premises. Grantee and its tenants, lessees, sublessees, licensees, agents, successors, and assigns are currently utilizing the Exclusive Easement for the non-exclusive purpose of transmitting and receiving telecommunication signals. Grantor and Grantee recognize the Grantee's use of the easement rights set forth in this Agreement would be frustrated if the telecommunications signals were blocked, if an obstruction were built that would cause interference with such transmission, if access and/or utilities to and fiom the Exclusive Easement were partially and/or completely inhibited, or if Grantee's use was otherwise materially interfered with or prevented. Grantor, for itself, its successors and assigns, hereby agrees to use its best efforts to prevent the occurrence of any of the foregoing, and shall promptly undertake any remedial action necessary to do so. Grantee shall have the express right to seek an injunction to prevent any of the activity prohibited by this Section 10. 11. Access and Utilities. To the extent not otherwise addressed herein, (or to the extent any access and utility easement specifically referenced herein, including but not limited to the Access and Utility Easement or the Exclusive Easement, if applicable, cannot, does not, or will not fully accommodate the access and utility needs of the Exclusive Easement at any time), Grantor hereby grants and conveys unto Grantee, its tenants, lessees, sublessees, licensees, agents, successors and assigns, full, complete, uninterrupted and unconditional access to and fiom the Exclusive Easement, seven days a 00091631-0 5 NY18009-G USNY10002 BAXTER . o a week, 24 hours a day, over and across any adjacent property now or hereafter owned by Grantor, for, without limitation, ingress and egress to and from the Exclusive Easement, as well as the construction, installation, location, maintenance, relocation and repair of overhead and/or underground utility connections, including electric, telephone, gas, water, sewer, and any other utility connection, provided that Grantee shall repair any damages'to the Premises caused by such access. This easement, and the rights granted herein, shall be assignable by Grantee to any public or private utility company to further effect this provision. Grantor agrees to maintain all access roadways from the nearest public right of way to the Exclusive Easement in a manner sufficient to allow for pedestrian and vehicular access to the Exclusive Easement at all times. If it is reasonably determined by Grantor or Grantee that any utilities that currently serve the Exclusive Easement are not encompassed within the description of the Access and Utility Easement set forth herein, then Grantor and Grantee agree to amend the description of the Access and Utility Easement set forth herein to include the description of such areas. If it becomes necessary to relocate any of the utility lines that serve the Exclusive Easement, Grantor hereby consents to the reasonable relocation for such utility lines upon the premises for no additional consideration, and hereby agrees to reasonably cooperate with Grantee to create a revised legal description for Access and Utility Easement that will reflect such relocation. 12. Mortgagees' Continuation Rights and Notice and Cure. Grantee may from time to time grant to certain lenders selected by Grantee and its affiliates(the"Lender") a lien on and security interest in Grantee's interest in this Agreement and all assets and personal property of Grantee located on the Easements, including, but not limited to, all accounts receivable, inventory, goods, machinery and equipment owned by Grantee ("Personal Property") as collateral security for the repayment of any indebtedness to the Lender. Should Lender exercise any rights of Grantee under this Agreement, Grantor agrees to accept such exercise of rights by Lender as if same had been exercised by Grantee. If there shall be a monetary default by Grantee-under the Agreement, Grantor shall accept the cure thereof by Lender within fifteen(15)days after the expiration of any grace period provided to Grantee under this Agreement to cure such default, prior to terminating this Agreement(if permitted by the terms hereof). If there shall be a non-monetary default by Grantee under this Agreement, Grantor shall accept the cure thereof by Lender within thirty (30) days after the expiration of any grace period provided to Grantee under this Agreement to cure such default, prior to terminating this Agreement (if permitted by the terms hereof). Hereafter,this Agreement may not be amended in any respect which would be reasonably likely to have a material adverse effect on Lender's interest therein or surrendered, terminated or cancelled, without the prior written consent of Lender. If the Agreement is terminated or is rejected in any bankruptcy proceeding, Grantor will enter into a new easement agreement with Lender or its designee on the same terms as this Agreement within 15 days of Lender's request made within 30 days of notice of such termination or rejection, provided Lender pays all past due amounts under the Agreement, if any. The foregoing is not applicable to normal expirations of this Agreement. Grantor hereby agrees to subordinate any security interest, lien, claim or other similar right, including,without limitation, rights of levy or distraint for rent, Grantor may have in or on the Personal Property, whether arising by agreement or by law,to the liens and/or security interests in favor of the Lender, whether currently existing or arising in the future. Nothing contained herein shall be construed to giant a lien upon or security interest in any of Grantor's assets. Simultaneous with any notice of default given to Grantee under the terms of this Agreement, Grantor shall deliver of copy of such notice to Lender at an address to be provided by 00091631-v5 6 NY18009-G USNY10002 BAXTER i 3 Grantee. 13. Notices. All notices required to be given by any of the provisions of this Agreement, unless otherwise stated, shall be in writing and delivered in person or .by a national overnight delivery i service (and shall be effective when received, when refused or when the same cannot be delivered)to the appropriate party at the address set forth below (or at such other address designated in writing pursuant to the terms hereof): To Grantor: Gobi1,LLC 6915 SE Harbor Circle Stuart,FL 34996 , I To Grantee: SBA Towers IX,LLC 8051 Congress Avenue Boca Raton,FL 33487 Attn: Legal Dept. RE: NY18009-G USNY10002 Baxter 14. Force Ma et ure. The time for performance by Grantor or Grantee of any term,provision,or j covenant of this Agreement shall be deemed extended by time lost due to delays resulting from strikes, j civil riots, floods, labor or supply shortages, material or labor restrictions by governmental authority, litigation, injunctions, and any other cause not within the control of Grantor or Grantee, as the case may be. I 15. Recoidina. This Agreement shall be recorded at either Grantor's or Grantee's option. 16. Miscellaneous. This Agreement shall be binding upon and shall inure to the benefit of the parties hereto and their respective heirs, legal representatives, successors and assigns. This Agreement shall be governed by and construed in accordance with the laws of the state or commonwealth where the Premises are located. 17. Captions and Headings. The captions and headings in this Agreement are for convenience and shall not be held or deemed to define, limit, describe, explain, modify, amplify or add to the interpretation,construction or meaning of any provisions of or the scope or intent of this Agreement. f 18. Cumulative Remedies. Except as otherwise expressly provided herein, each and every one of the rights, benefits and remedies provided to Grantor or Grantee by this Agreement, or by any instrument or documents executed pursuant to this Agreement, are cumulative and shall not be exclusive of any other of said rights,remedies and benefits allowed by law or equity to Grantee. 19, Counterparts. This Agreement may be executed in one or more counterparts, and by the { different parties hereto in separate counterparts, each of which when executed shall be deemed to be an original but all of which taken together shall constitute one and the same agreement. i 0009101-0 7 NY18009-G USNY10002 BAXTER ! 1 1 i f I I 20. Severability. If any provision of this Agreement is deemed unenforceable in whole or in part, such provision shall be limited to the extent necessary to render the same valid or shall be excised from this Agreement,as circumstances require,and this Agreement shall be construed as if such provision had been so limited or as if such provision had not been included herein, as the case may be. Additionally, if any laws, rules or regulations promulgated by any state, county or local jurisdiction, including without limitation those concerning zoning, subdivision or land use, or should any court of competent jurisdiction,make the sale of the Easements herein either void or voidable,Grantor agrees that upon the written request of Grantee, the grant of the Easements shall convert to a ground lease between Grantor, as lessor, and Grantee, as lessee, (with the Exclusive Easement area being the leased premises therein, and the Access and Utility Easement area remaining a non-exclusive easement for access and utility purposes) for uses consistent with those set forth in Section b hereof, and containing other terms and conditions acceptable to both parties; provided that Grantee shall not be required to obtain the consent of Grantor to enter into any sublease or license of any portion of the Exclusive Easement or to permit sublessees or licensees to utilize the Access and Utility Easement; nor shall Grantor be entitled to any additional consideration in connection with such subleases and licenses; and provided that the delivery of the consideration paid by Grantee to Grantor for the Easements at the execution of this Agreement shall constitute the prepayment of rent under such ground lease for an extended term of 50 years. 21. Attomey's Fees. If there is any legal action or proceeding between Grantor or Grantee arising from or based on this Agreement, the unsuccessful party to such action or proceeding shall pay to the prevailing party all costs and expenses, including reasonable attorney's fees and disbursements incurred by such prevailing party in such action or proceeding and in any appeal in connection therewith. If such prevailing party recovers a judgment in any such action, proceeding or appeal, such costs, expenses and attorney's fees and disbursements shall be included in and as a part of such judgment. 22. Entire Understanding and Amendment. This Agreement and the closing documents executed in connection therewith, constitute the entire understanding between the parties with regard to the subject matter hereof and there are no representations, inducements, conditions, or other provisions other than those expressed herein. This Agreement may not be modified, amended, altered or changed in any respect except by written agreement and signed by each of the parties hereto, 23. Zoning. To the extent any improvements, whether now or in the future existing, upon the Exclusive Easement do not meet zoning or other land-use requirements, or to the extent such improvements may otherwise have to be constructed and/or relocated, Grantor hereby consents to the reasonable construction and/or relocation of such improvements to accommodate such requirements and agrees to reasonably cooperate with Grantee to create a revised legal description for the Exclusive Easement and the Access and Utility Easement. Grantor hereby covenants and agrees that neither Grantor nor an affiliate of Grantor shall at anytime file an opposition to a zoning or land use application of Grantee or in any way publicly oppose' Grantee at a zoning hearing or other land use proceedings in connection with the Premises and the Easements; and that Grantor shall promptly cooperate with Grantee in making application for obtaining all licenses, permits, and any other necessary approvals that may be 00091631-v5 8 NY18009-G USNY10002 BAXTER required for-Grantee's intended use of the Easements. i 24. Rule Against Perpetuities. If the rule against perpetuities or any other rule of law would invalidate the Easements or any portion or provision hereof or would limit the time during which the Easements or any portion or provision hereof shall be effective due to the potential failure of an interest in property created herein to vest within a particular time, then each such interest in property shall be effective only from the date hereof until the passing of twenty (20) years after the death of the last survivor of the members of Congress of the United States of America (including the House of Representatives and the Senate)representing the state in which the Premises is located who are serving on the date hereof, but each such interest in property shall be extinguished after such time, and all other interests in property created herein and all other provisions hereof shall remain valid and effective without modification. 1 25. Cure Period: Default. No party to this Agreement shall be in default of the terms thereof i until thirty(30) days following the date of the defaulting party's receipt of notice of default from the non- defaulting party. In the event such default is not reasonably capable of cure within such thirty (3 0) day period and such defaulting party promptly and diligently pursues the cue of such default during such cure period, such cure period shall be extended for so long as the defaulting party diligently pursues such cure for a maximum of ninety (90) additional days. In no event shall Grantor be entitled to terminate this Agreement as a result of or remedy for any breach or default thereunder by Grantee. In the event Grantor j fails to comply with the terms of this Agreement, Grantee may, in its sole and absolute discretion, cure f any such default, and to the extent Grantee incurs any expenses in connection with such cure (including but not limited to the amount of any real property taxes Grantee pays on behalf of Grantor), Grantor agrees to promptly reimburse Grantee for such expenses inured and hereby grants Grantee a security interest and lien in the Premises and the parent parcel in which it is located, if any, to secure Grantor's obligation to repay such amounts to Grantee. I 26. Right of First Refusal/Exclusivity. If at any time during term of this Agreement, Grantor receives a bona fide written offer from a third person (the "Offer") to sell, assign, convey, lease or otherwise transfer or create any interest in the Easements and/or Premises, or any portion thereof, which j Grantor desires to accept,Grantor shall first give Grantee written notice(including a copy of the proposed j contract)of such Offer prior to becoming obligated under such Offer,with such notice giving Grantee the right to purchase the Easements for a pro-rata price based on the size that the Easements are to the portion of the Premises described in the Offer. Grantee shall have a period of thirty (30) days after receipt of Grantor's notice and terms to accept the Offer or exercise Grantee's right to purchase the Easements and exercise this right of fast refusal by notifying Grantor in writing. If Grantee has not accepted the Offer or exercised its right to purchase the Easements in writing to Grantor within such thirty (30)day period, the Offer will be deemed rejected. In addition to the above, Grantor shall not, at any time during the term of this Agreement, grant any interest in any portion of the Premises (other than the conveyance of fee simple title to the entire Premises) to any third parry without the prior written consent of Grantee, in Grantee's sole and absolute discretion. As part of Grantee's right to the undisturbed use and enjoyment of the Easements, Grantor shall not, at ON91631-v5 9 NY18009-G USNY10002 BAXTER i t ; t a any time dining the term of this Agreement(i)use or suffer or permit another person to use any portion of the Premises or any adjacent parcel of land now or hereafter owned,leased or managed by Grantor for the uses permitted herein or other uses similar thereto, or (ii) grant any interest or an option'to acquire any interest in any portion of the Premises that permits (either during the term of this Agreement and/or after the term hereof) any of the uses permitted under this Agreement without the prior written consent of Grantee, in Grantee's sole discretion. Grantor may not assign any Easement Payment or this Agreement or any rights hereunder,except in connection with conveyance of fee simple title to the Premises,without the prior,written consent of Grantee,in Grantee's sole and absolute discretion. 27. Further Acts; Attorney-In-Fact. Grantor shall cooperate with Grantee in executing any documents necessary to protect Grantee's rights under this all or Grantee's use of the Easements and to take such action as Grantee may reasonably require to effect the intent of this Agreement. Grantor hereby i.r evocably appoints Grantee as Grantor's attorney-in=fact coupled with an interest to prepare, execute and deliver land-use and zoning applications that concern the tower or the tower facilities, on behalf of Grantor with federal,state and local governmental'authorities. [The remainder of this page is intentionally left blank.Signatures to follow.] • I I i t r t:a•AeAu....'n�mWMO3b.KR�:.:.4�./.r....,' i i i _ I 00091631-v5 j 10 NYi8009-G USNY10002 BAXTER . I IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the dates written below. i WITNESSES: GRANTOR: GOBIL,LLC,a Florida limited liability company i By: �. Prin e: q L. L William J. Baxte• Managing Member I Print Na e: STATE OF FLORI A COUNTY OF I The foregoing instrument was acknowledged before me April 2016, by William J. Baxter, Managing Member of Gobil, LLC, a Florida limited liability company on behalf of the company, who is personally known to me. Sarsmft We NOTARY PUBLIC STATE OF FLORIDA �onun#fF93T279 y Public �xptres 1111812019 Print Name: A4,0 ` i My Commission Expires: i (NOTARY SEAL) i i i i , 00091631-v5 11 NY18009-G USNY10002 BAXTER WITNESSES: GRANTEE: SBA TOWERS IX,LLC, a Delaware limited liability company By: Print Name: L-4nA Vj:�7,tc,(A-,',j' Thomas P, Hunt Executive Vice President&General Counsel Print Name: -t'a, fYW—1l0 STATE OF FLORIDA COUNTY OF PALM BEACH The foregoing instrument was acknowledged before me I"�Cc() :3 ,2016, by Thomas P. Hunt, the Executive Vice President & General Counsel SBA Towers IX, LLC, a Delaware'limited liability company on behalf of the company, who is personally known to me. ��tiY P� DENISE PA.SCHERER �� �� %".." Nolary Public-State of Floridai �?'t- NOtar Public •3 My Comm.Expires Apr 24,2017 yo: Commission�FF 005763,, Print Name: Bonded Through National Notary Assn. - _ My Commission Expires: (NOTARY SEAL) 00091631-v5 � 12 NY18009-G USNY10002 BAXTER 10/4/22,3:57 PM RealQuest.com®-Report Property Detail Report For Property Located At : 415 ELIJAHS LN, MATTITUCK, NY 11952 CoreLogic' Re lQuest Professional Owner Information Owner Name: PECONIC COASTAL PROPERTIES LLC Mailing Address: PO BOX 545,SOUTHOLD NY 11971-0545 B005 Vesting Codes: 11 Location Information Legal Description: County: SUFFOLK,NY APN: 1000-108-00-04-00-011-003 Census Tract/Block: 1700.04/3 Alternate APN: 47380013807 Township-Range-Sect: Subdivision: WILLIAM J BAXTER JR Legal Book/Page: Map Reference: 1081 Legal Lot: 11 Tract#: i iLegal Block: 4 School District: 473812 Market Area: 473889 School District Name: MATTITUCKCUTCHOGUE Neighbor Code: Munic/Township: SOUTHOLD TOWN i Owner Transfer Information Recording/Sale Date: / Deed Type: Sale Price: 1st Mtg Document#: Document#: Last Market Sale Information Recording/Sale Date: 0911212019108/02/2019 1st Mtg Amount/Type: $510,500/PRIVATE PARTY Sale Price: $710,500 1st Mtg Int.Rate/Type: / Sale Type: 1st Mtg Document#: 23060-455 Document#: 13028-403 2nd Mtg Amount/Type: / Deed Type: BARGAIN&SALE DEED 2nd Mtg Int.Rate/Type: / Transfer Document#: Price Per SgFt: New Construction: Multi/Split Sale: Title Company: I Lender: PRIVATE INDIVIDUAL Seller Name: GOBIL LLC Prior Sale Information Prior Rec/Sale Date: / Prior Lender: i Prior Sale Price: Prior 1 st Mtg Amt/Type: / Prior Doc Number: Prior 1 st Mtg Rate/Type: ! i Prior Deed Type: Site Information Land Use: WAREHOUSE Acres: 1.85 County Use: Lot Area: 80,586 Usable Lot: State Use: STORAGE/WAREHOUSE (440) Lot Width/Depth: x Lot Shape: Site Influence: Commercial Units: Bldg Width/Depth: x Sewer Type: #of Buildings: 1 Building Class: 170 Topography: i Zoning: LB Water Type: Water District: Tax Information Total Value: $8,400 Assessed Year: 2021 Property Tax: $6,261.04 Land Value: $4,500 Improved%: 46% Tax Area: 473889 j Improvement Value: $3,900 Appraisal Dist: 3889 Tax Year: 2022 i Total Taxable Value: Fire Dist: Tax Exemption: Market Value: $954,545 Garbage Dist: Equal Rate: Equal Year: https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l 664923622163&1664923622164 1/5 10/4122,�:57 PM RealQuest.com @-Report Property Characteristics Year Built/Eff: / Total Rooms/Offices: Heat Type: Gross Area: Total Restrooms: Heat Fuel: Building Area: Garage Area: Air Cond: Tot Adj Area: Garage 2 Area: Construction: Rentable Area: Garage Capacity: Exterior wall: Addition Area: Parking Spaces: Interior wall: Ground Floor Area: Basement Area: Roof Type: Base/Main Area: Pool: Roof Material: Upper Area: Pool Area: Foundation: Above Grade: Quality: Floor Type: #of Stories: Condition: Floor Cover: Other Rooms: Other Improvements: Building Permit Bldg Comments: Parcel Comments: Extra features Description: Unit: Size/Qty: Width: Depth: Year Built: Improvement Value: Latest Recording:O8/1212022 https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l664923622163&1664923622164 2/5 1-0/4/22,3:57 PM RealQuest.com®-Report Street Map Plus Report For Property Located At Core Logic RealQuest Professional 415 ELIJAHS LN, MATTITUCK, NY 11952 ., •` i kZ _ f i�tt�♦ � „� ,� tom. d fit, ,�y•_ , � ' ' r kgo •�• Nev, https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l 664923622163&1664923622164 3/5 40/4/22,3,57 PM RealQuest.com®-Report Transaction History Report For Property Located At Corel-ogi RealQuest, Professional 415 ELIJAHS LN, MATTITUCK, NY 11952 TRANSACTION HISTORY i History Record#: 1 ` Sale: Sale Recording 09/12/2019 Sale Price: $710,500 Date: Sale Date: 0 8102/2 01 9 Sale Price Type: Rec.Document M 13028-403 Multi/Split Sale: { Document Type: BARGAIN&SALE DEED Other Document#: Title Company: Buyer: PECONIC COASTAL PROPS LLC .Seller: .GOBIL,LLC Finance: Mtg Recording 0 911 2/2 01 9 Mtg Loan Type: PRIVATE PARTY Date: Mtg Document#: 23060-455 Mtg Rate Type: i Document Type: MORTGAGE Mtg Term: 20 YEARS Lender: PRIVATE INDIVIDUAL Mtg Rate: Loan Amount: $510,500 Borrower Vesting: //co ARM Rider Pre-payment Indicator: Penalty Indicator: Initial Rate Reset Interest Only Cap: Indicator: 1 Payment Option Negative Indicator: Amortization I Indicator: { ARM Rate Change ARM Index Type: { i Frequency: ARM Maximum% ARM Initial Rate Rate: Change Date: ARM Rate Change ARM Rate Change Margin: Limit: ARM Rate Change ARM Payment Interval: Change Date: iBorrower 1: PECONIC COASTAL PROPS LLC Borrower 2: Borrower 3: I Borrower 4: i History Record#: z Sale: Sale Recording 0 313 0/2 0 1 6 Sale Price: Date: Sale Date: 0 3/2 512 01 6 Sale Price Type: Rec. Document#: 12858-545 Multi/Split Sale: Document Type: FORECLOSURE DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOBIL LLC iSeller: GOELLER FAMILY TRUST { Hlstory Record#: 3 I l� I hfps://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l664923622163&1664923622164 4/5 1-0/4/22,3'57 PM RealQuest.com®-Report Sale: Sale Recording 0 313 0/201 6 Sale Price: Date: Sale Date: 0 312 5/2 01 6 Sale Price Type: Rec.Document#: 12858-542 Multi/Split Sale: Document Type: FORECLOSURE DEED Other Document#: Title Company: ATTORNEY ONLY Buyer: GOBIL LLC Seller: GOELLER FAMILY TRUST History Record#: 4 Sale: Sale Recording 12/07/2011 Sale Price: Date: Sale Date: 10/14/2011 Sale Price Type: Rec.Document M 12678-798 Multi/Split Sale: MULTI Document Type: BARGAIN&SALE DEED Other Document M Title Company: Buyer: GOBIL LLC Seller: -RAXTf--RWILLIAM d dR&SPAT- RIOFA History Record#: 5 Sale: Sale Recording 0 9124/2 01 0 Sale Price: Date: I Sale Date: 0 8/2 512 01 0 Sale Price Type: Rec.Document M 12638-429 Multi/Split Sale: Document Type: QUIT CLAIM DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOELLER FAMILY SURVIVORS TRUST Seller: GOELLER JANE B I History Record#: 6 Sale: Sale Recording 09/24/2010 Sale Price: Date: Sale Date: 0 812 512 01 0 Sale Price Type: Rec.Document#: 12638-428 Multi/Split Sale: Document Type: EXECUTOR'S DEED Other Document M Title Company: ATTORNEY ONLY Buyer: GOELLER FAMILY BY-PASS TRUST Seller: GOELLER ROBERT A https://pro.realquest.com/jsp/report.jsp?&action=confirm&type=getreport&recordno=0&reportoptions=0&l 664923622163&1664923622164 5/5 verizon% verizon%/ 180 WBFI)MI STEVALLEYROAD PLDAENSTER,NJ 0]Y2I VERIZON SITE NUMBER: 144803 BUSINESS UNIT #: 843211 CROWN VERIZON SITE NAME: MATTITUCK SITE ADDRESS: MATTITUCKK,,NY11952 CCCASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK 2Yr ALAMAIRVaTHUR URRNJ)1174R FE 2M .- D.S TOWER HEIGHT: 107'-6" JURISDICTION: TOWN OF r VERIZON 5G L-SUBG - CARRIER ADD SOUTHOLD C B+T GRP SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP AI'/(N:�IG�AIDRF 9LtKA CROWN CASTLE USA INC. MATTITUCK S}IEET# SHEET DESCRIPI70N , SITE.FAME: ivvAr.va: Dior. . T-I TITLE SHEET - SI]'EADORESS: FLIJAH'S LAND �IrE Ar(!u4 mnu ' MATTITUCK.MY 1195E T-2 GENERALNOTES = - VERIZON SITE NUMBER COUNTY: SUFFOLK GI SITE PLAN ro�-Bur:nDv - 144803 MAP/PARCEL#; IODI08000400011003 G2 TOWER ELEVATION&ANTENNA PLANS AREA OF CONSTRUCTION: EXISTING _ MAiP7U"K BU#:843211 -715140.M4 r.3 EQUIPMENTSCHEUULES LATITUDUDE: ]9° V1rAOWnvc LONGITUDE: -]251120±° G4 EQUIPMENT DETAILS �= h> MATTITUCK LAT/LONG T)TE NAD83 GS FIBFANAMING&EQUIPMENT DETAILS TFltn - V GROUND ELEVATION: 33' C-6 COLOR CODE MATRIX 1.9— yr Lr�blaad ELIJAH'S LANE CURRENT ZCINING. INDUSTRIAL G] PLUMBING DIAGRAM YAD)E(T ADMINL'IRtmA MATTITUCK,NY 11952 JURISDICTION: TOWN OF SOUTHOLD w°na�ti OCCUPANCY f-LASSIFIrATION:U G.1 GROUNDING DETAILS uv.>DiurvlsrxaToa - ' TYPE OFCONSTRUCTION: DB G-2 GROUNDINGDLTAILS EXISTING 10T-6"MONOPOLE AD.A COAIPLIA`CE: FACILITY IS IINAIANEDADNOTFOR - HUMAN HABITATION rxrruv cam PROPERTY OIXVNER: PECONIC COSTAL PROPERTIES TIC PO BOX 545 SOUTHOLD,NY 11971 ''' ISSUED FOR TORERO\VNCR; CROIV'CASTLE -i1:M1FA - LNO SCNl 2000 CORPORATE DRIVE ALL DRA\VINGS CONTAINED HEREIN N(E FOM%TITD FOR EDRIVING 's[NtROr�vry DGD 21 FROM1\F1ITON LOCAL (IR11 VAS}INGTON YALLEYRD, fANONSRURG,PA 15317 FULL 51LD.CONTRACFOR SHALL VPIIFYALL PLANS AND PEDMINS7LM,NI0791) EXLSTINGM uD/xi]/sz nGRAiv0N toeScSrDx[l0van-nnnuv of.ft/)R ENSIONSANDC.ONDIIIONSONTHEIOPSrr anw8 TAKE US-202 N/US-306 N AND SC14LEY MOUNTAIN RD TO I-28-N,CONTINUE ONI-N7 N.TAKEI•so rARRIFR/N'PLICANT: VFAVERIZONWIRELESS ANDS ALL IMMEDIATELY NOTIFY THE ENGINEER IN Pu')F'�� E 180WASHINGTON VAUFYAOAD WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING TURN1-1.95 AND ONTO E TO24 S/EDWAR'ARDS S.ATTES MAORYC CIRLE.CLE, LE,TAKE TH71 EW XrT.49i E. BEDMINSTER.NI 07921 \VITH THE WORK OR BE RESPONSIBLE FOR SAA[E. aT)uTl'a61n.)r•vn TURN RIGHT ONTO NI'•245/EDWARDS AVE S.AT THE TRAFFIC t'1Rf.LE,TAKE THEW EXIT ONTO FLANDERS RD.TURN LEFT ONTO CROSS RIVER DR,TURN RIGHT ONTO N-Y.25 D/M1L\BJ RD, u�D1 D8D TURN LEFT. ELECTRIC PROVIDER I5ON)4,r,34 PROJECT DESCRIPTION TEI.f.O PROVIDER VERIZON(NMI)4R12101 THE PURPOSE OP THIS PROJECT IS TO ENHANCE EXIADBAD CONNECTIVITY AND r.APA STING ELLIGIBLE WIRELESS FACILIT'.f171'T0 THE APPLICABLE CODES/REFERENCE x TO\TER SCOPE OFR'OAK DOCUMENTS •REMOVE(9)ANTENNAS •INSTALL(9)ANTENNAS ALL WORK SHAILBE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE\VTTH AplF'�p N s4 1 E{ (:ROUND SCOPE OF WORK THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED RI'THE LOCAL .y•} GOVERNING AUTHORRIES.NOTHING IN THESE PLANS ISTO BE CONSTRUTDTO PERMIT m S PROJECT TEAM •NONE W CANNOT CC)ETYPETlltMINGT07H FSE CODE BUILDING 20201BIBC Yateb tg A&EFIRM: P+TG]EOUP CONTRACTOR PMI REQUIREMENT MECHANICAL W,IMC ssP•E� 171,S.BOULDER AVE Q ELECTIUf_AL 2017 NEC /22 TULSA,OK 7411Y MfARVIN PHILLIPS FALL ACCESSED AT Imp.://pmi.vxuvnaamm REFERENCE DOCUMENTS: VARVlN.PHILLIPSgl3TGRP.COM SAARTTOOI),TXDOR STRUCTURAL ANALYSIS; BY OTHERS CROWN CASTLE 3 CORPORATE PARK DRIVE.SUITE 101 PROJE(TNUMBER 10150M4 DATED: USA INC.DISTRICT f,1IFTON PARK,NY IN65 V.W LOCATION CODE(PSLQ 144803 MOUNT ANALYSIS: NP+C,U.0 CONTACTS: DATED: 6/24/22 M4TTIIE\C'MOESLEIN-PRQ[ECTAANAGFR PC)S ENGINEERING D.P.C. ATI]EW.AIDESLEINq-CRO\CNG\SII.ECOM RIDS REVISION: CERT.{I:0103E85 ••PM AND REQUIREMENTS ALSO EMBEDDED IN MOUNT DATED, SINI 2 NAHENDRAPER.SAUD-CONSTRUCTION MANAGER ANALYSIS REPORT Expires 11/30/23 .! MAHENIDRA.PERSAUDrCROWNGWfl.RCOM ORDER ID: 619799 REVISION: B C�Lrt6T.5 Yl1LY.]PnEAeM1 GLTDIAtt1EDIxEaTDN DTaurawcEDPAD [oNt1rm"ETA. VERIZON ALEON V WRU(. MOUNT MODIFICATION REQUIRED N ,o.uTcxnlls tx,a f.ONTACT: ,\I.[ONE(a`$TRUCTURECONSULTQv(:.NLT NOTE VzW APPROVED SMART KIT VENDORS CALLNER YORKDNEG\LL SHEET NUMBER RavlsloN: PRIOR TO ACCESSING/ENTERINGTHE SITE YOLI A(L:ST ® (8W)96?--962 0 CONTACT THE CROWN NOC AT(%Y07AR;OI1hfROWN REFER TO MOUNT MODIFICATION DRAWINGS PAGE FUR CVI!WORI:L'GD.1u �' �_1 CONSTRUCTION MANAGER V.W SM ART KIT APTROYT-D VENDORS .ETOAE'E1 ' 1 1 CROWN CASTLE USA INC.SrrE ACTTVITY REQUIREMENM GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: PROCEED-NO 1. FOR THE PURPOSE OF CON-MM MAWANG.ME MLLGAUMT-N-S SHALL b '. 1 ro PRRlarn(ARP ,WO TXE ISSUMICE OF ANPUCRLHASE ORDER.PRIME MOR TO MOM�Tll�xiCE5W5WG/ENIEAING IIIE INC.WRTTIEN � CCONWi�P: �E�COMMCIOR RESPONSIBLE FOR CONSTRUCTION 1. �ELECTRICAL OR LOCAL BE ACCORDANCE WITH THE PROJECT SPECTIMI ONS,NEC N0 ALL MPUGBIE SIZE YDU NUS COMACT INE CRWN CASTLE USA INO NOC AT BW-708-7011 N THE CROWN CASTLE TOWER OWNER CROWN CASTLE USA INC. 2. COMM ROUTINGS AGE SCHEMATIC.CONTRACTOR SNALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT MC NED Verizon USA INC.CONSTUCT.MANAGER 2. THESE gUWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP RAZAPOS ARE ELWHIATE0. 2. 'LOOK UP'-CROWN CASTLE USA INC.SAFETY NNE REQUIREMENT. EXERGSM UNDER SMIIM CAMUNSTANCES BY REPUTASM ENTIMERS W H65 OR SIMILAR LOGUOS. IT 5 3. WRING.RACEWAY AND SUPPORT NEMODS LARD NATERUMS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. THE INTEGRITY OF THE SAFETY GUMS,WO ALL.COMPONENTS OF ME WMBING FROM SHALL M ASSUMED THAT ME WORK OMCIED WILL BE PERMANEO W AN CM`EFCENCM CONTRACTOR AO/M WERNFEGFLE 4. ALL OR Ta SMALL BE SEGREGATED AND MAMAN MINIMUM CABLE SEPANARON AS REWIRE W ME NEC. ISO WASHINGTON VALLEYROAD CONSOERED DURING ALL STAGES OF DESIGN.INSTALLATIOFL AND INSPECIION.TOWER MODMION,MOM WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ALL.ALL EQUIPMENT STALL EFAR WE UNDERWRITES IAWRATORIES LABEL.OF APPROVAL,MID SHALL CONFORM TO REDNRNSTER,N O'Y21 RER`M ENENTS.AND/OR EQUIPMENT INSTAIIATIONS SMALL NOT COMPROMISE THE MORAY'OR ACCEPTED SM-GOOD PRFC- AS NCT EVERY COMMON OR EIENEW IS(OR CAN eE)EXPLICITLY SHOWN REQUIREMENT OF ME R\iAOWI ELECTRICAL.CODE I RNWONAL.USE OF WE EAFETY CLIMB OR ANY COMMENTS OF ME CUMBING FACILITY ON THE ON THESE DRAWINGS,THE CONRACTM SHALL USE INDUSTRY ACCEPTED STM'EARD-a PRACTICE FOR 4.2. Al.OVFRCU RENT DEDUCES SMALL RAVE AN INTERRUPTING CURRENT MRNG THAT SMALL BE GREATER THAN ME SHORT SAM M.THIS EALL INCLUDE.BUT NOT BE UNITED M PNCNING OF ME RARE ROPE SENONC of NISCE-UNEOUS WORK NOT OTUCIRY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBTCTED,22.UW NC wHMUM.AERAfY AVALAQE SNORT CACW CURRENT DES WE RARE flCPE FROM 115 SUPPORTS.DIRECT CONTACT M CLOSE PflOANIIY'TO WE WARE ROPE WATCH 3. THESE DRAWNUS REPRESENT ME FINISHED STRUCNRE THEY CO NCT IXDICAE TNE=IIFANS Op YEMDDS OF NOT EXCEED WE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WIM ARICIE 110.24 NEC OR THE MOST COWEMT MAT CAUSE FRICTIONAL WEAR,IMPACT TO THE ANCHORAGE PLANTS IN ANY WAY,ON TO IMPEDE/BLOCK MIS CONSTRUCTION. TIRE CONTACTOR SHALL BE SOLELY RESIMMIBI£FOP WE COHSTRUCIM PTAEMS.MEWCOS ADCPTED CARE PRE WE CAVEWING JURISDICTION. INTEMOE USE ANY COMPROMISED SAFETY CUYB,INCLUDING EXSTING CONDITIONS MUSE BE TAGGED OUT TM-IQUES,SEQUENCES,AND PROCEDURES THE CWIRACAM SHALL PROLATE AEC LENNATRES NECESSJQ FOR S. EACH END OF EVFAY POWER PRASE CONDUCTOR,MOUNDING CONDUCTOR AND TELCO CONDUCTOR M CABLE SHALL BE /'PI']®\/(/IA' AND REPORTED TO YOUR GROWN CASTLE USA INC.PW OR GAL THE NCO TO CON FHl1TE A SAFETY'OLYB PRDiEC11ON OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHAL WCU/0E=8Ut NOT BE LIMITED LABELED WITH COLOR-COOED OPEATION M ELECTRICAL TAPE(SAL BRAND.1/2'PLASTIC EECRHCAL TAPE WIH W CROWN NNMFNAMa AND COMPACTOR NOTICE TICKET. 70.BRACING.FORMWORK.SHORING,ETC. SITE-TS BY ME ENGINEER QB As pEFRLmRTATItq'WILL NOT WRUOE PROTECTOR.OR EQUAL).ME IOENTIMMON PERIOD BULL CONFORM WITH NEC AND CSNA CASTLE ]. PION TO THE STARE OF CMSWUCIIM.AIL PEOUIFED JURISOWONAL PERMITS SHAL BE OBTAINS. INSPECTON OF THEE ITEMS AND IS FOR STRUCIUINL OBSEW/ATAON OF�ME PIN4NEO STRUCTUM,ONLY. S. ALL ELECTRICAL COMPONENTS SNAlL BE CLEARLY LABELED WITH fANIC010 TAGS SHOWING THEIR RATED VOLTAGE.PHASE 4. NOTES AND CUMES IN THE CONSTRUCION MRMNGS SPILL iME PRECEDENCE 0{ER DEWERA.NOAES AND MM CONFIGURATION.WIRE CONFIGURATION.POWER M AMPMTY RARING AND SIMON CIRCUIT 0 NUMBERS 0.a.PANEL BONG ARO THIS INQWE,BUY IS 14 UNITED TO,TEIIACTIN ES AND CO NEGATION.RIFE,FUWD ZME OETALS. WHERE NO DETAILS ARE SHOWN.CONSTRUCTION SNALL CONFORM TD S RAT WOWtM TEE PROUML CIRCUIT IDS). REGEAAA AM AL. AND ZONING.PATER D AND CLOSED AND CORDING TO ARE COMPLETE,AL AHD/OR AS PRONMED FOR IN THE CONTRACT DOCUNENS. WHERE DISCREPANCIES OCCGR aMVEETF PI.WS.DETAILS, 7 M,MACARTHUR BLVD,SUITE 2AD REOUWE PERMITS S1WL BE SATISFIED AND CLOSED Olff ACCORDING TO IAMAL JUWSDIWOVAI. GENERAL.NOTE,AND SPECIFICATIONS.ME GRIATE.MORE SMACT ADWREMEMS.FALL CAVE7W T RIMER ' TAM].BWAROS SN NUME CU ROLL B I DEARLY UffiID WIG PLASTIC LABELS. PEDUAEMENTS. OMRICATION IS REQUIRED CONTACT ME ENGINEER OF RECORD - B. Nl THE WRAPS SHALL BE QI RUSK WITH APPRPIE LUTING TOQU i0 PEMONE SHIP EDGES. hIA1RR'AIT,Nj 074311 4. ALL CONSARUWM NEARS AND METHODS;INCWOWG BUT NOT UNITED ro.ERECTION PLANS.RAGGING 5. SUBSARML EFFORT HAS BEEN MADE TO PROWME ACQURAIF,SONENSIONS AND MEASUREMENTS W'THEDRAWINGS TO S. ALL POWER AND MIMMENT GROUND WIRING IN TUBING OR CMDUIT SILL SE SAUTE COPPER CONDUCTOR TO 14 OR LARGER) PINTS.CLIMBING PUNS.AND RESCUE PLANS SHALL BE ME REPONSBINY OF WE GENERA A595f IN ME FARWGTIM MO/M PIACENEMf OF C ELEMENTS BUf R 5,1HE SOLE RESPONSIB¢m' WON TYPE WHIN.WWN.WWN-2,XHHW.XHHW-2.WW,THW-2,RIP,OR RHW-2 INSULATION UNLESS OWBWSE SPECIRm. CONiRACMM RESPoNRBLE FOR WE D-ON OF ME WOW CONTAINED HEPEN,MO SHALL YET ONSjWIODOM 10. $UPPII]IEMAL EQUIPMENT MOUND WRING LOCATED PAPIST SHALL BE ANGLE COPPER LMDUCTOfl(/6 Ofl TAREP)WM RAF/AM AIOAS MWST EWM);FEERAL,STATE MO LpCAL REGULATIONS;AMO AIRY APPLICABLE G ME COMMCNR.TO.FlEID NEW%ME DIYENSMS.YFASMEYEMS AND/M CIFMAHICES SHOWN(M WE TYPE WNW,WARN,WAN-2.IOHW.XWRW-2.TAW.TIYW-2.THIN.OR RHW-2 INSULATION UNTIE OMER'MSE SPECIFE. WNSIPUCTIM ORAWNGS PRIOR ro IAWOGTM Op CIfInNIP OF ANY NEW M EASMS WNSWUCIIOf ETENENIS. INDUSTRY CMSEMSLIS SUMOMGS RELATE ro WE CONSTRUCTION KTNIIES BEING PEF 1:2 ALL 11. POPE AND CONTROL WIRING W RDOWE CIAO SHALL BE MULTI-CMOUCTM,TYPE WOW CORDS(II{OR IMGE)ML65 -a PANS SHALL ADHERE TO ANSI/ASSE AID.b(LATEST EDITION)AND CROWN CASiIE USA ING IF I IS M-N-C MAT WERE ME OSMEPMCIEWMO/OR C.-WTIH ME CMSIRULTON ORANNM ME aTMRW,SE SPECKED, B+T CARP ENGINEER OF RECORD IS TO BE NOnFEO AR SOMAS POS51W P. STAR0M0 CEO-STD-1029].INCLUDING WE REQUIRED 6NVOLVENE T OF A WNFFIEO ENGINEER FOR 6. PRAM TO ME SUBNI590N OF 805,ME WDUINp WNTRDCfOft SMALL WRIT THE CE.C RUE TD iAMILUiil2E WITH WE 12. POWER AND CONTROL NRING FOR USE IN CABLE WAY SMALL BE MUL11-CONDUCTOR.TYPE TIC CABLE(414 OR URGER),WITH OA4 N WNSINUMM,10 CERIYY ME SUPPORTING STRUCTURE(S)IN ACCORDANCE WITH ANSI/U-322 EASING CONDITIONS ATO ro CONFlWM THAT 1HE WORN CAN RE ACCOYPUSHE AR MbfM M ME CONSTRIJWM PPE OPEN. 0 OUNDING OMN.THOW-2,L. EWIN-2.MRIM!•. RAIN E INSULATE UNLESS OMEPX SITT No a� c (LATEST ORION). DRAWINGS.AW OISGRE`-MUM SHALL M SROU NO TO IN ATOR'LA ED CROWN CASTLE IJ. Al POWER AND MOUNDING CONNECTIONS SMALL BE CIYP-STYLE.COMRE59M RAGE RAGS MD WIRE NUTS 8Y MOWS AND 5. ALL SITE WORK TO COMPLY WITH OAS-SID-1W68 INMULATIIN STANDARDS RR CMSIRIIWM 7. ALL AIERAIS FRN@NED AND MSTAUED 3NALL BE IN STRICT ICCOROWC:WM ALL CASTL IRE CODES, BELTS(M EQUAL).LUDS AM WIRE NUTS RWL BE RATED RR OPERATION NOT LESS THAN 7W C(SDI C IF AVA(ABLf). ACTARTBES ON CROWN CASTLE USA M.TOWER SITE.'CED-STD-10394 STANDARD MR INSTALAIRM OF REGUUTIONS MO Dp01NANCES.CONTPACMR,SfA11 ISSUE AL APPROPRIATE NOTICES AND COMPLY NM ALL.LAWS. I4. RACEWAY AND CABLE MY SHRL BE LSEO OR LABELED FOR ELECTRICAL USE IN ACCORDANCE YRM MNA UL INN/TEE MOUNTS AND APPURTENANCES.'AND LATEST VERSION OF MSI/TIA-1G19-A-2012-STANDARD RR ORDINANCES.RULES.REGULATIONS LAND tAWFW OImERS OF ANY PUBLIC AUMONIY REGARDING ME PERFOTDJWCE AND NEC. ugGipm., INSTALATON,ALTERATION,MD MATIENMIGE OF AMO.SUPPORTING WTULMRE AND ANTENMS.' SOF ME PECIFUTONS AND ALL�I11C1.JRK JUUWSOICIIGRAL ODDES OUT THALL MORRDINANCE AND APPUCAEM REGUUTIPLY WRW ALL APPLICABLE MUNICIPAL�ONSLAILIIY COMPANY� IS. OEXPOSSM IINIMOORRLLOCATIOXS(�•IMEWIEOwTE METAL CMOUIT(AMC).OR RIOD METAL CONDUIT(RxEI SAAL BE USE FOR B. F DE SPECIFIED EQUPMENT CAN NOT WE INSTALLED AS SHOWN ON METE ORAWNGS,TIE CO WACNOR E. UNLESS NOTED OTHERWSE ME NEW SHALL INCLUDE FURNI-C MAE0AL5.EOU -..APPLRTT-R ES Am I6. ELECIRGY META IRA WERE TENT)OR METAL-CUD GABLE(MC)SINL BE USED FOR CONCEALED INDOOR LOGIIONS. SHALL PROP AN-FARE INSTALLATION FOR APIAMAL BY CROWN CASTLE USA ING PRIOR TO LABOR NECESSARY TO COMPLETI INSINIAnONS AS MOCATE ON ME DRAWWCS. - a-» I7. SCHEDULE{0 PVC UNOEGRWMD M SIWGHW ARID SCHEDULE BO PVC RR ALL EEOWS/9O]AND All APPROVED ABODE PRMEEING WITH ANY SUM CHANGE OF INSTALLATION. 9. ME LOMPALfOR SHALL INSTNLlALL EQUIPYEMf AN6 MATERVLS IN ACCORDANCE WRN YMUFACN.GEXB_ .�' GRADE PAS CONOUIT. 7. ALL S.EARS TIONFURS AND AND ORDINANCES. INSTALLED NTAL BE IN UL IS ACC ALL AICE WITH All MPS AND RECOMMENDATIONS UNLESS SPECIFICALLY STATED OMERWiSE. , - - --� IE LIQUID-TIGHT FEIBLE NETAILE CONTRA(UQUIO-TTTE REM)SMALL BE USED INCOOPS AND OUTDOORS.HERE WBRATIM CODE,REWLATMS AND OROINMNCE.CONTRACTOR SHALL ISSUE PLL MPpORROIE NOTICE AND 10. IF THE SPECHIM EQUIPMENT GN-NOT BE INSTALLED AS SHOWN ON WESE DRAWINGS,iHE-GOARACf�SHALL OCCURS DR RE1196RY 5 MOM. COMPLY WITH ALL LAWS.ORDNANCE•RULES.REGULATIONS AND LAWFUL ORDERS OF ANY KWIC 6RCMSE AN ALIERAINE INSTALAnON.FIW ATAQ{'AL.W ME CUMBER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND CUBING MTINCS SMAL BE MREAOED OR GONPRS M-TYPE ARD APPRONEO FOR ME LOCATION USED.SET MMORITY TECMONG ME PERFORMANCE OF ME WORT.AL WORN CARRIED OUT SHALL COMPLY NM WITH ART SUGR CHANGE OF WSTALlATION. 1, � ""Y SCREW FITTINGS ARE NCT ACCEPADIE VERIZON SITE NUMBER ALL APFUGASUE ORDINANCES D APPLICABLE A UITHY COAPAM SPECIFICATIONS AND LOCAL JMTWGTM-OWES, 11. CONTRACTOR IS To PERFMN A SIZE INVESnCATOR AND 5 TO TWINE ME BEST RQRIHG OF AL CTMMS FOR 20. CAIDNEI9,BORES AND RARE WAIN SHALL BE UBEE FOR ELECTRICAL USE IN ACCORDANCE YAN NEYA UL MR/IEE AND 144803 POWER.AND TELCO AND FOR GROUNDING CABLE'AS SHOWN IN WE POWER.TELCO.ANO MOUNDING PUN WE NEC. B. ME CONIRYTIXi SNNL INSTAL ALL EQUIPMENT AND AlFAAS IN ACCOPOARCE WITH YARYIAM.TIRE'S DRAWINGS. - 21. WREWAYS SNALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HNGED CO-L DESIGNED TO SWING OPEN DOWNWARDS MG..E0PTIONS UNESS SPECIFICALLY STATED OMERl115E. 12. WE LDVIPNRM SNAIL PROTECT EXISTING I OYENENIS.PAVEYENW,CURBS,IANOSCAWNG AND STRUC1URE.ANT' (WTEMQD SPECWTE WREMAY) 8. WE CONTRACT-SHALL CONIACT MIRY WCARNG SETMES PRIOR TO WE START OF CONSTRUCTION. DAMAGED PART SCULL BE REPAIRED AT CONTRACTOR'S EXPENSE TO ME URTIS DIM OF GROYNN CASTE 15A INC 22. SLOTTED NWNC DUCT SMALL BE PVC AND INCLUDE COVER(FMDUR TYPE E OR EQUAL). BU#:S43ZII Ia. ALL OMTTM ACTIVE SEWER.WATER.GAS•ELECIRC IRO DMER UOFIIES METE ENCWNIFAED IN WE 13. COMPACTOR SHALL LLCALLY AM PROPERLY NAME OF AL SCRAP MATTA SUC %COACH.CABLES AND 23. CMWITS SHALL BE FASTENED SEQUREY IN PLACE WITH APPR04ED NON-PERFORATED SITUPS AND HANGERS.E(PLOSNE LL A W M SHA BE PROTECTED AT L DYES AND WERE REWIRED FOR ME PROPER EXECUTION OF WE OMER REPS REMOVED FROM ME EXISTING FADDY.ANIFNNAS REMHIONEU WALL BE�f TNED TO ME ONNEM'S DEVICES C-.POWDER-/CILIATED)FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERNRTFD.CLOSELY RLLoW ME MATTITUCK WAIN SHALL BE RWOCATE AS DIMCIEO BY CONTRACTOR.OMEME CAUTION SHOULD BE USED BY ME DESIGNATED LOCATION. LINES OF ME SMULNpE MAINTAIN CLOSE PROG ITY TO ME STRUCTURE AND KEEP COMMS IN TINT ENVELOPES.CHANGES CONTRACTOR WHEN EICAVMNC OR DFULLING TOWS MOM OR NEAR MILRIES.CONTRACTOR SMALL 14. CONTRACTOR SHAG LGVE PREMISE IN CLEAN,CQNDIION.WASH AM DERIS SHOULD BE REMOVE FROM 511E ON JM OFRECIOPTO ROUTE MOUND OBSTACLES STALL BE MADE WITH COMM OU BODIES.COMM ENALL BE INSTALLED IN PROWOE SAFETY TRNWNC FOR ME WORKING OPEN.MS WXL INCLUDE BUT NOT BE LIMITS TO A)fAl A ONLY BASS. ,' fA NEAC AND WORKNMUM MDNNR.PARALLEL AND PERPENOCUIM TO SIR MINE WALL AND COUNG LINES.ALL CONDOR PIT B)CONFINED SPACE C)ELECIIGA.SAFETY D)BENCHING AND EXCAVATION E) SHIN. FISHE TO CLAM OBSTRUCTMS ENDS OF CMDUTIS SNAG BE TEMPORARILY CAPPED FLUSH TO FINISH GLADE TO EI.IJAI'I•'S LANE CONSTPIIWM SAFETY PROCEDURES ,,.�» -.,,'"'-A..„ � j PW M CONCRETE,PLASTER M DIM FROM EMOTING.CONAR15 SHALL BE RIGOLY CAMPED TO BOXES BY CALVAOZED MATTITUCK,NY 11952 11. ALL SITE WORK SI-BE AS INDICTED ON ME STAMPED CONSTRUCTION DRAWNGS MD PROTECT ' "_' ax - g -µyLEABLE IRON BUSHING M INSIDE AND WLVMIZE MALLEABLE IRON LOCAHUT ON OUTWE AND INSIDE SPEOFlunoNS,LAlESf APPflOVE IEWSIM. CONCRETE. FOUNDATIQKIS:AND REINFOf l G ` z ; 2a.'EQUIPMEM GAMM,TERMINAL BOOS.JUINCTM BOXES ART PULL BOXES SCULL BE GALVMITED OR EPDXY-COATED SHEET 12. CO OR SOUL KEEP ME RITE FREE FROM ACCUMULATING WASTE MATERNAL DEBRIS.ARD WASH AT =- 1 ':: S :f�` y, ,A. ,P,.; �` STEEL SF1ALL MEET OR IXCEO IM1 50 MO BE RATED NEA 1(M SERER)FUR INTERIOR LWATIONS AND NEA 3R(M THE COMPLETION OF ME WORK.IF NECESSARY.RUBBISH.STUMPS,OBIS,STICKS.STONES ARD OMEN ,} ""`: }� ✓ .''; "':, f BETTER FOR E%1ERDP LOGnMS. REFUSE SHALL BE REMOVE IRON ME 91E AND DISPOSE OF EGMLY. T. ALL fANCRfAE WMK'SHAL REIN ACWPOAiCL WREN 1{E I4i JOT.AC!14 AO]]e,JSN A18R ASTIE A1D3 ART 15. MEAL RECEPTACLE,SWIM AM.LAKE BRAE SMALL BE GNMANMEO•EPOri-WATER OR NON-CO CTM;SHAL Nffi OR EXISTING)DIR-G�N MONOPOLE 13 . ALL EMIR INACTIVE SEWS,PATE,GAS,EECBIC AND OMER UTILITIES,WINCH MITERFFFO WITH ME WE"OEM AND CgYSwMIM ON SPEOFlGTIMaFOR CISf«IN-PR/£E WNLREIE EREE M 51M AND MAN OS 1 AND BE RATE NENA 1(OR BETTER)FOR oRERNM LOCATIONS AND WEATHER PROTECTED IXECUiION E ME WORK.SHALL BE REMOVED ARD/M CRAPE.PLUW0 OR OTHERWISE DISCONTINUED 12. ,1ENRE55 NOTED OWEBWSE SOL BEING FRESAS(HiE VSFD M.{ESIM Di SUBS AND iQUNGTIRNS 15 ASSUMED,'= TWP OR BETTER)FOR EXTEWCR LOCATIONS. AT POINTS WHICH LULL NOT INTERFERE WIN WE IXECUTIOV OF ME WOW SUBJECT TO ME APPROVAL -70#BE Iwo W., J 2N:NMMETALUC RECEPTACLE.SWIM AND UEMCE BOXES SMALL NET OR UCEE NENA M 2(NEWEST REASON)AND BE RATED OF COMRACfOF,TAMER OHNE,CROWN CASTLE US,INC.,MO/Op LOGY UAWIIES. "3,.ALL CMCR-SXN.L HAT£A NMYM CO F¢$S{E SYR GM(1'0)'OF 30W pal Rs2B DAY VNLE55 MATED l'' NEW 1(M BETTER)FOR IMPACT LOCATIONS AND WEAMER PROTECTED(WP OR BETTER)RR EXI M LDGTIONS. 14. WE CONTRACTOR SHALL PROWDE SITE CASTLE IN ACCORD NE WM WE TECHNICAL.SPEC ICATM FM OTHERWISE NO MORE THIN 90 MINUTES SHAHPLAGEN .EW k-OM ON CH TIME TO TIME M PIACAMEM VN.ESS f 7A WE CMMACfOR SNAIL NOTIFY AND COMNN NECESSARY Al11HMRATIM TROY 111E GWOE AND/OR CROWN CASTLE USA M. SITE RGNOGE REQIIRED BY LOCAL JURSgWM MD ROUGE TOURED ON NNONCUAL PIECE OF APPROVED BY WEENGNEER;E RECMO. PEAIURE OFfCQNCRETE STALL NDi-E%CEEO iI{pOX AT=AYE OFp „PEALS COYMENCNE WORT ON ME AC POWER oISRRIEMM PANELS. EQUIPMENT.RUINS.AND 91R1ER5. IR {, CONCPEIE�EXPOSED"70 F'Ifff]E'9HAY SITYLrCOMAN,NR fNERVNINC N)YIXEUPES.`NMWM OF,"AR+ 2B•,ME CIXHI 01i SHALL PRO-NECESSARY TAGGING ON ME BRGXERS,CABLES MD DISTRIBUTION PANES IN ACCORDANCE ISSUED FOR: 15. WE WE SHALL BE GROUD TO CASTLE SURFACE WATER TO ROW AWAY RM ME CARRIER'S EQUIPMENT WiW GE ARFLDA9M CODES AND STAROARM TO SAFEGUARD LIFE AND PROPERTY. AND TOWER ARF/5. ENTW.IMFT'if TO 6EIBASED tlN 42E Oi AGCWATEA MD'iS CLASS EXPOSUPE{VENT SG'MET.1311W USED TO BE _29.hNNSTPLL UAICgO LABEL ON ME YEIEA CENTER ro SHOW WRRON'. 7 .TYPE I FoRRIA D CEMENT WITH A MAUMUN WATER-ro-CEMENT RADA T./G) OF OAS: D{Te nx¢T: IBarRmrtoN DF_a/CUR 18. WE SUB GRADE SHALL EE COMPACTED MO EPWOR ro A SNOOAX WIFMN CPADE PRIOR Tl1 WNISNE= M. ALL EMPTY/SPARE CONDUITS MAT ME WN ALIEO ARE To AYE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 8- MALL BIER AEWFORCWGSHWL CONED WSR A615.AL NAOEa-WIRE'""(WWF)SWLL CONFafBI TO ASAP v/Se/73 RnNSDRCnTON nt J 11 THE AREAS OF ME OWNERS PROPERTY DISMPTIM W ME WORK AND NOT COVEME BY ME TOWER, A15 N-L SPLICES SWILL BE'C1A55 TESION SPLICE•'UNLE55 NOTE OWE1M'ISE Al HCgRW,SiALC"BE CONDUCTOR COLOR CODE EQUIPMENT GR OWVEWAY.SXR1L BE GRADE TO A UNIFORM SLOPE.AND STARILZE TO PREVENT `"'�STMOMO 90 DEGREE NARKS.UNLESS NOTED OMERWSE.OEID_SMENOM'(F])'OF_STMDARD'OEPMME.D BARS ARE E EORM AS SPECIFIED ON ME CONSMUCION DRAWINGS MD/M PROTECT SPECIFIGIOMS. ,rv. m AR POLL' "' ti TS::,£# MMUCOR COLOR Q, 1B. CONWACTM SHALL NINIwiE gSNRBMLE ro EXISTING SITE CURING CONSTRUCTION.EROFM CONTROL /4 BARS Alm 9Al1ETL..,,"°^W"-"'_........_..�.............�...........».....�....b 1p( ). - DU A PARSE BLACK MEASURE.IF FORMED DURING CONSIRIICIM.SHALL BE IN CONFORMANCE WITH ME LOLL GUIDELINES /5 OARS AND URGER.:...:............:._..._....................„„,..:......'...„.,„,,...w...CO W " p FOR EROSION AND SEOM CONROL 6. W DPPOMLLI RANG MINIMUM CONCRETE COVE SHALL BC'FrA'ROA)OCO PDR!MNP0RCCYC SIEI UNL�"S Q N OWEWASE 120/2ROW%10 B PARSE RED APWA UNIFORM COLOR CODE: 19. ME COMpICAM SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURES.LANDSCAPING MD „ ¢ ,, It N SWUMBES.AM MANAGE PART SI-BE REARED AT CONTRACTOR'S EXPENSE TO WE GTISACAION I CC CETT CAST AGNNST AND PERVINFNILY EXPOSED ro FAIN.......:..........._5' '" r GRN.p GREEN CONCRETE ElIP09m EMTLR7M PUNTER'=, } F WHITE PROPOSE EXCAVATION OFF F OWNS. �f! S " ( ✓. ` A PARSE BUCK O ry 20. CONIRACfOfl SHALL LEGALLY MO PROPERLY DISPOSE OF AIL SCRIM MATERIALS SUM AS COAXIAL /6 BINS MD(MGi.$=....:......._........_..,,.,„»,,,_„«.....::..,,„„..._ ......•»...2 j ry /5 BARS MO SMALLER:.:.........._...._._:...:,.�. ..............�.1-II2 5,.:. B PWSf PEO CMLL5 AND OTHER RAMS REMOVED FROM ME EXISTING FICDAY.ANTENNAS REMOVED SNAIL BE """"...... 3" -4 �iEYPoRPAY SURVEY NMpNGS N RETURNED TO WE OWNERS aE4-I-OCATIM. CONCRETE NOT EXPOSED TO.EARTH M WY"pRREEC : s S,� IM/20EV,3B 21. CONTRACTOR MA.LEAVE PREMISES IN CLAM COMMON.WASH ARD OBIS SHOULD HE PFJIOVED SLAB AND WOE(S_...'„„................__._...,_...,.„».........:....,....,......._...........8//W�" C PHASE BLUE EIFCIRC POWER LINE.CARIES. BEANS MD COLUMN$..:......... "„ ` ..Y..:::1=T/2' p'9 ` NEfIHN. N8E CMTURT.AM LIGHTING ORES FROM STET M RT DALE EARS. 7. A TDOID E1JCE OR A]/4'a CNMFE"SPIALL a WOVADED AT ALL EXPOSED BODES OF CONCRETE•UNLESS NOTED GROUND GREET GAS,OR.SAFARI,PEBOEUM,OR 22. NO ME OR TIM BE P AIERLY SHALL BE PLACE NU ROTE GROUND.FPOZE MATEWS,SNOW � yE IN A4(EOA(NCE NIH/q Il$9ECRM 4$A:" A PHASE SOWN ®GASEOUS MATERIALS OR ICE SHNl NOT BE PLACED IN MY FAIL M EYRWWMEM. -_" '=". 3 ,. B PHASE ORANGE OR PIMPLE WNO DR COPY ca.WARN M SIGNAL LANECAMOR = 277/4BOV,S0 C PNME Y'F11DW �CUR AM 1PIPFTC LOOPS DP NENy G GREENFIELD GROUNDING NOTES: ,;,, xEDIgL GREY �PMARLE wAIEI pS�EW syY 1. ALL GROUND ELECTRODE SYSIENS(INCLUDING TELECOMMUNICATION,RADIO UM GNO CT NG PREOIM AND AT POWER GFS•S)SMALL BE BONDjD TOGETNFA AT BEL GRIME OW %1W0'OR MORE COPPER BONDING CONDUCTORS IN ppS({� PETIT -- RECWMED MATE,IMITATION.AND E ACCMOMCE WITH ME NED. may. - Oft W VOLTACE NEC(-) BIACKPa SWIM LANES 2. ME CONIPLT R SHALL PERFORM MEE FALL-OF-POINTAL RESISTANCE TO EA TM TESTING(PE SEE 1103 FOR 81)F GROUND ELECTRODE SYSTEMS•-ME CONTRACTOR WALL,AAMSH D INSTAL SUPPLEMENTAL MOUND SEWERS MD ORNN LINES µµ n ELECTRODES AS MEOM TO ACNIEVE A TES RESULT OF 5 WAS M LETS.3. - g •SE NEC 210.5(CJ(1)MO(2) 3 S. WE COMPACTOR 15 RESPONSIBLE MR PROPERLY SEWENMG GROUNDING AND UNDERGROUND COW M AN W MTALLATI AS TO PREVENT T LOSS OF CONnNVIY M ME MOUNTING M M NG SYSTEM DAMAGE TO ME COUR AND MME "POLARITY MANNE AT IEMINMM A� i TESTING RESULTS. WITH 1. _OSCOMINWY N DOHW6 AND' 4. METAL Go CUT,M ALL D TOY S EE GROUNDED AND WE ELECTRICALLY CONTRUGS S BRI USED M D BO ACROSS GS NG RTUW M BY"DIM ME /e CATER CURE UL AFFROJOJED CR I-TYPE CMDUR CLAMPS, ABBREVIATIONS: /2z 5. METAL RACEWAY SMALL NOT BE USE AS THE NEC REQUIRE EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS WM!QMaM INSULAIIM,SIZEDIN ACCORUANCB)AWN ME NEC. E M C.SMALL BE FURNISD INSTALLED WIN ME POWER CIRCUITS TO BR EOUIPMENT. - ANT AMEX. B. EACH CABINET FRAME SOUL BE DIRECTLY CONNECTED TO WE MASTER GROUND BAR WITH GREEN BNSUTAlEO SUPPLEMENTAL EQUIPMENT GROUND WIRES./e.sWA.Dm COP ER M VALE FM I'-BIS/2 BRAE SOLD"NNE (E) FASTINtl COPPER FOR O TIC R THIS. " RF FAbIM INERFACE FRAME 7. CONNECTIONS TO ME GROUND BUS SMALL NOT BE DOUBLED UP M STAONED BACK M EACK CMMWONS M OPPOSITE SM OFhM GROUND BUS ME'PEMNRTD. GEM CEMEUMA B. ALL EXTERIOR MOUND CMOUCTORS BENEEM MUIPMENTT/GROUND BARS AND ME GROUND RING SOUL BE/2 SOLD TINNED COPPER CIDERS OWERN$ODIGTEO. A CPS CLOUR.MWITIMG SYSTEM 9. AlUYINLIN CMOUCTM M COPPER CAD SECT CONCUCTM SHALL NOT RE USED FOR GROUNDING CONNECIMS. - F GEN GUGEX SYSTEM FOR MORE 10. IJg A=9O BENDS IN ME PROIECRON GROUNDING CMOUCAOFS FOUL BE MOM MEN 41?BEDS CM BE ADEQU-SUPPGRIED. LTE LONG TEN E-MON 11. UOTHERMIC WELDS SHALL BE USED RR ALL GRONINONG CONNECTIONS BELOW GRADE ` / MCI, MASTER MOUND BM 12. ALL GROUND CONNECT MS MOVE GRADE(-OR AND EXTFRIM)S IN L BE RRYE USING WM PRESS CLAPS. »rt YW NIGRMAVE POST ENGINEERING D.P.C. I]. COIPfE59M GROUND CONNECTIONS YAY BE REPLACED BY IXORERND WELD CONNECTIONS "-.�.,.... N) NEW CERT.#:0103605 g 14. ICE BRINE EGNMG CONDUCTORS SNAIL BE NOMEYIGLLY BONDED M BOLTED TO WE BRIDGE MO ME TO MC-a BAR. NEC NATTOM ELECTRIC Cox Expires 11 30 23 `I 15. MFMWM Mn0X0WT COAINCS 0.a.Ca--GEL M PASSE)SHNl BE USED ON AL.CONPftESSaM AND BODE GROUND CONSETIMS, f) PROPOSE PN I8. ALL EXEWM Cp0UM CONNECTIONS SHALL BE COATED WITH A COREMON RESISTANT NATE LAL P POWER PLANT ILS{ATOAATION OPLYW PER-95ON, 17. wSCElVINBEUS ELECTRICAL AND NON ELECTRICALMETAL BOXES.MANES AND SUPPORTS SRML BE BIDE TO WE GROUND ING•A ACCORDANCE WITH WE NEC Ott QLMINTITY LWILSS'NH[YnItCACMLvcIA'DCR"NH[DQCCN1oN ;B. BONA ALL NETAWC OBJECTS WITHIN B N M MAIN GROUND MG WITH(1)/2 BARE SOD TINNED WPPE GROUND CONDUCTOR PELT RECTPE {Utz FDPROE_410N.`L ENGGI:RR 8. GROUND CMWCIMS USE RR ME FACILITY GROUNDING AM UGNTMWG MOT W N SYSTEMS SHAI.NOT BE ROLIm GROUCH YEMMLC COIECTS THAT FOWL A RING MOUND ME CONDUCTOR.SUM AS METALLIC CMDUITS, RAS BAOO BASE STMM U.TEItMIDD METAL SUPPORT CLIPS OR SLEflES THROUGH WALES OR BOORS.WHEN R 5 REQUIRE TO BE HOUSED IN COROUR TO MEET WOE TEOUIRFNEMS M LOW.CONOMONS.NON-METAWC MATERIAL SUCH AS PVC CONAM SHALL BE RET REMOTE ELECTRIC TLT E uc T US .WHERE USE W METAL O NOW IS LDJRVDIDAWE 6,A..NONMETAUC CONDUIT PROHIBITED OY LOCAL CARE)ME GROUND WNDUCfOfl SHALL BE BONDED TO EACH ENO OF ME METAL CONOW. REDS RAMO FPEWENCY DATA SHEET 20.ALL GROUNDS MAT TRNSTION MOM BELOW CRAW TO G ARM MADE MUST BE/2 WE SOLID TINNED COPPER IN 3/4'NON-YETALLM,FLERRLE CONOW FART 24-BELOW CPAtlE TO NMW 3'TO 6-OF CAD-WELD TERMIMON � RE N:1 MOTE RADIO HEAD SHEEENUMBER: REVISIO p1 PORT.THE EXPOSED EMO OF THE CMDUIT MUST BE SERIES WIH RUCONE CALK.(ADDGRACE.TRAP-MIND CROUND STANDARD GOAL AS WELL). R-AO S-RREEDROVEOMpenNY I''�'I /� 21.BUILDINGS WHEE ME MAN GROUNDING CONDUCTORS ME REQUIRED TO BE ROUTED TO GRACE.ME CONTRACTOR SHALL ROAE TWO GROUNDING CONWOOS MOM ME ROOFTOP.TONERS•AND WAFER TOWERS MOUNDING RING,TO TMA To-MDUMED AVPLATER • - / 0 WE MUST G GROUNDING SYSTEM.WE MOUNDING CMDUCORS WAL NOT BE SMAMEA TAN 2/0 COPPER ROOFTOP GROUNDING RING SMALL,BE BIDE M THE MOSRNG GROUNCTNG SYSTEM,WE BUILDING SAFER COLUMNS. TYP TYPICAL 1 G LIGHTNING PR-ON SYSTEM.AND BUILDINGWATER MAN UM(TERRQS M NMFERO6 R METAL FIRM ONLY). UNITS NERSAL NOBLE TE ECONNUHGM nS S1SIiA W.P. PORN PORT (�BNIpNG verizonl 180 WASHINGTON VALLEY ROAD BEDM MSTER,NJ 07921 I1'-B'3 �p� J % X x�\ � cc CROWN X ; �\ CASTLE 1200 b A(IARTHUR BLVD.SUIT6 2M IMAHNVAII,NJ 07430 cn vmrzoN B+T GRP 1 (4 ANTENNA(410lAL) .. (E)CHAW-UNK fENCE� I VERIZON SITE NUMBER MAB1 BANBEO K WE 144803 BU#:843211 (E)vEwzon MATTITUCK 12'-11J0'-B' (E)—.N OW I SNEITER ANU" -Pa%pC-J]IS-PF-w (J FMAu EI.IJAH'S LANE MA=TUCK,NY 11952 I EXISTING 107'-6"MONOPOLE c NE T. P. (E)sNEUEB (0 vEBImN PEmurus ISSUED FOR: ^\\ (i))xre�wG�(i7 %7 I� nE.' nAre oam: n crnwnnN oeanz. . v/wn� wNAxUt�IUN 1 \ \ Ia\ \\�(E)-INN ICE BMGE 319'-J' ry x \ \ r \\ \\ ..::....j}.......... • i i J ------------- ----------------/ iRAVE `( ICE BFIUCE " ILLrJ.{IYL (E)CONCRETE PAO/ / pO CERT.I#:0103685 RING D.P.C. Expires 11/30/23 Fl LCA\'InNT1GN GF —MD Y. CN IF YHCY.1ACp�'G.�G tmUE%JMUB,Fi.'UUN Q FAIJ PAO lEcS N."EFR, % % % % X % % % % % % % % % % .1LTLlJH U I 85'-5'S I �HC1�IE SH=NUM��B112 E REVISION: SITE PLAN C_ 11 O - 1 SCALE: �' iie•-i c ilii� 2 �i srRuctuRE w/MPIUIp+AycEs (�-A) � EI�R) verizon✓ 332 ADNtNH �AY E3omnc AmwNAs RRH ro aE REzf1GTED lV M'.-tad�• O^ l% N�OIOA-AIIG AERSWE RW1 180 WA.SHOVGT0N VALLEYAOAD (]TOTAI,1 Pm SECTOR) A TW of toWETI � � a6Dh0NSTFi1�NJ 0]921 All MYCAP-R%MIIL-]]15-PF-�B to ��YWM L 0 rnAq CQ�To BE cc CROWN �ANtE?A1lAM CASTLE (3 roPl.I PEA SECTOR) 12MINIAf-ARTHUR PLVD.SUI1E200 h1AliWA)i,NI%43(1 (El RRx TO BE RELOCATED IOA-UMA B23 RRN NONOPOIEe• ��(3 TOTAL.1 Pm SFCf0�(NPHA) 3/C-2 J �1 A3 ]B Anu1RH f B+T GRP r NEW vETma1 AVIOINAS 1 A TOCS -" E)E RELDVm uTe.. RM CENTER_)B�-0� NEII vE]amn EWIPIONf 45 %)NW-IB'YV--O 730 Nr ((((JeJ)7)7 CDYYSCDPE-WW-45B-RSB AVIFNNIS �'�`) (]TOTAL.1 PER SECTOR) B5TAl3Ee ON F105 ]YOUMSm (BETA) , \A. (E1 R101 TO BE RF10GiED 2-AZIMUTH �\ k A' N ITO A UHE MM RRH h45 (3 ro A4,PER SECTOR) VERIZON SITE NUMBER (E)wnzoN Ew�vuEM ro RENAN �' 144803 (3)NaNIA-UwE BdM RRH 4x45 WMa (3)NC%A-UHM B13 RRH 4a3a RRHa (3)Na--UMA 825 RRHa Sl (q Rlef 1O BE RF10G1FD (3)NCNIA-AHG AWSCAIE l (�AMFNM To BE REl—EEl NOpA-UHFA B25 PPH BU#:543211 (l)MYCAP-PXYIC-3313-PF-4e C�5-IE2GP-ElN-440-0 (3 TarAL I PER SFCTDF4 pdy.�G insrnum Cn EYISfwG uouNrs R TmA4+PER SECTOR) MATTITUCK ELIJAH'S LANE MATITTUCK,NY 11952 ANTENAN a:"]a'-0• � ,EXISTING ANTENNA PLAN YWM CL 70'-0• I L SCALE:NOT TO SCALE N EXISTING 107'-6"MONOPOLE \ ISSUED FOR NL-SUBG AFT oATE DANK DPS[A1TIaN OP_�/t2. (GYW) v/m/m c:At: pNSfAUCtAIN 31TJ (q 1Gr-s'ucnaEwE 33z ADuunl E Al _ C2 c3 5GMA1E (E)VpaION PEFDUNES SGiR/LTE NEW A!Mm (12)C—CARIES(7/9*) COYI6WPE-NMI-0SBiIIB (I)HYBRio CABIE(,-1/47 pl I.Tom.2 Pm SECTOR) etaln/LTE RF1DfATm RRH (E)OVP NDxM-AHG Apt SCI1E Tw-R%%OC-331s-PF-45 m I3 TOTAI,I Pm SECTOR) 0 a1GL) X A2 PFIOGIFD RRHRAM um(3 TOTAL. PEAS SECTOR)CTOR) ..tt pF NF1y (�lD]'-fi' NEW .E YONOPOIE NO N41-UMA B25 RRN W¢ (3 TOTAL 1 Pm SECTOR) NL-SIEB ,UT (AlPH� RRH NNA—UHM B13 IdM 440 ]P NWUM (3 TOTAL.I Pm SECTOR) O9pp5 NEW WP MTOAP-TO0,DCz IS-K-S NEW IHIEtIEN TOTAL) M TOOL.1 PER SECTOR) (q PIATE'DIt4 Y0.1M� (T) M NL-SVBS 21 5'ADYUM B2 Z a R/LTE PDS ENGINEERING D.P.C. CERT.I:0103685 Expires 11/30/23 BI RLS AtTOLATiGN DFNW FDtw ANV PPASDN. &-ATE UNL[SSIMV.fAL AL"11'GUn PA p14 DBVL]IDN A Il(.ENSED PADFESSIDNALFAGA EP, 'N.LL'fUtTHId OUC 8 �41T0WER ELEVATION ��NEW ANTENNA PLAN sxP.E'z•r1v3,aeA: REVISION: SCALE:NOT TO SCALE `� SCALE:NOT TO SCALE C-2 O N verizon, 180 WA.SHINGTON VALLEY ROAD REDM 'STEIS NI 07921 CCROWN CASTLE 12M,MAC]1RTHUR BL\D,SUIfE 2W MAkM'Ati,NI 07430 B+T GRP ANTENNA/RRH SCHEDULE CABLE SCHEDULE SEDIDN SdTU9 YAWORR ANIEIOU YOOF1 CE7liE ASYVIN D0 DVtR11 IWIW IORER mUPlEilf OIT/Y00EL SWIG Cm i7PE 9ZE IDIDM a" Al NEW fn1C: K NHN-0.9E-R2S 7W-W M 0' NO D>Ii)Rjpla5�Hf+H�4•Is PiisNNc cm 7/9' tze'-o•f tz VERIZON SITE NUMBER 144803 NFW �� NXX-BSB-R2B �._D. Y T NOxIA D)UHM 813 RRH 1a]D EYRPINC HwAlO I-1/{• 128'-0.4 t 2 NDNIA (1)NiG NR9GlE RRH{7M BS IeDW BU#:843211 A4 NEvr suDafNc IR61D)-nA 7e'-o• 7v v c RnrGP (I)R%xOC-]]IS-Pi-IB 7ora Ga:E om 13 MATTITUCK ELIJAH'S LANE MATTITUCK,NY 11952 BI NEW mulamPE wa-ese-Rze 7e•-o• zIs v T/Z/z Noxu (1)DH¢Bse.RRH as EXISTING 107'6"MONOPOLE /{'11 N" (1)UXia.1 RRX B B N B2 NEW Op11L5DWE NHN-BSB-R28 7B'-o• 2{S am' (1)UxBA i RRX {'4' NOKW (i)ANG NRSGIE RRH{tIR S 16oN (q QINBRIC PEGS DYP) ISSUED FOR B4 NEW SANSVNO NNI07-WA 7a'-0• 21 B B MYCAP (1)R%%DD-ul]-PF-18 AE\- DAIF DAWN nECMiPT1ON DP_./�2. ' v/IA/l2 nSiRUCnnH ]O) �O (q V ZON PEEotlN6 CI NEW OWIICiCOK NMM-&SB-R2B 7e'-D• SY o' 2/T/z NONIP (q UHIE 8s9A Rd IR1s (i)ADD 3a5M�I z08-91e-PPc i• /4'/i NOgA (1)UHFA B2]RRH (1-1/17 HTB!✓m GiBIE EW CONYSCOIE 10M-888-RTB V-0• O u2 NOIG (1)UHSA BI]PRH N Q N ]S /4'/i DIM (I)M. UHM 8 RRx a4.es 160w • u Ndl SIICiING M18107-WA 78'-0' ]32 O 6 RnYGP (1)R=-]]Is-Pi-48 I �pF NEH.r Y Wt�4�R s s E s a CJEDd S�' 8 � (q I0Y-s• '�lESS6w'4/2a YONWIXE I OrPJ POS ENGINEERING D.P.C. E CERT.I:0103685 Expirnstz11/30/23 LE59lH[NTID G W O AN1'P A N. ��VERI20N TOWER EQUIPMENT SCHEDULE ,BASE LEVEL DETNL �, v.lRenrne m nall¢nuu lox V oFA 4CENSEDPADFP55tON.1L FJ:OSwEEi 1 SCALE:NOT TO SCALE � SCALE:NOT TO SCALE N ro.u't7xmBDDce.Nrxr. SHEET NUMBER REVISION: C_3 L0jj verizonl/ 180 WASHINGTON VALLEY ROAD BEDDBNS EF,�N'JJ 07921 CCROWN CASTLE INYI MNf-ARTHUR BLVD,SUITB znn MAUWAH,NI 117430 B+T GRP VERIZON SITE NUMBER: 144803 BU#:843211 MATTITUCK ELIJAH'S LANE �1 NOT USED 2 NOT USED MA=TUCK,NY 11952 SCALE:NOT TO SCALE SCALE:NOT TO SCALE EXISTING 107'-6"MONOPOLE ISSUED FOR: rvEw � ae DATE naWN ncuRIPnGN DE./R. NGUMING®VOLI�T v/±n/±± GAC NStRUCUON J NLL PIPES W1aCNElS mo P AVIENNA NWNBNG PIPE NIBCEDINEWS HNBPWaNE TU BE CNLVAM2E0 UND35 NOIEO UIHERWSE a'STU WT PIPE 1— NEW J.`11FTIHA NOUNBNG BNICNET NflY RNV NEW NY ENW NUUMING BMCNET NM NNN I YWtRINC BBACNEf ,MtPOa NFwY c 4r�4E E ®®® N8.120 BWT 3 '_ n ® a 4 ® C 006 NEW m NNN MWNNG c PIPE TG PI C9AVP YIGIZGa1GSmm BWT �' PIPE PE MWM / 2) PDS ENGINEERING D.P.C. DnNc Pax1s /% aNrEraA CERT.(1:0103685 NUUMING PEE Expires 11/30/23 Rii A l'IDNTIGN'DF�;W FGR ANYPFJCtDN, MY.fat Alll\G LTU[atNEUU1G.T10N ry GPAIICFI.YED PRGFE IONACEN:A'EER. — Tu.LLTEltTN15 DUR'NLM 8 `J gNOKIA- FPKA BRACKET MOUNTING DETAIL ^ ANT R EVI RRH MOUNTING DETAIL SHEET NUMBE RSION: SCALE:NOT TO S �CALE Y SCALE:NOT TO SCALE C— ^ 0 verizonNI 180 WASHINGTON VALLEY ROAD L.: :p�, •;d; < BEDMINSTHR.NJ 07921 : FIBER NWING CONVENTION': too. CROWN Y'llw1o, CASTLE 5GmmW_LO 5GmmW-A-D CC 1780 MACARTHUR BIND,SUTI'6200 CBRS LO CBRS-A-O nw WAH,NJ 07430 MRS Li. CBRS-A-1 LAA LO LAA A-0 3 BtT GRP High Band Dua[Fland LO HB-A=O J , High Band Dual Band Ll HB-A-1 Lowe Band Dual Band LO LB-A-0 GBand MT6407-77A LO Cand-A=0 C-Band MT6407-77A Ll. Cand-A-1 ANTENNA SPECS ANTENNA SPECS VERIZON SITE NUMBER: MANUFACTURER COMMSCOPE MANUFACTURER MSUNG 144803 GBand MT6407-77A L2 CBand:A-2 MODEL# NHH-65B-R2B MODEL b MT6407-77A WIDTH 1I I WIDTH 16.06" BU#:843211 ReV:12�$/2021 DEPTH 7.1' DEPTH 5.51' MATTITUCR HEIGHT 72' HEIGHT 35.06' WEIGHT 43.7 LBS WEIGHT 81.57 LBS ELIJAH'S LANE FIBER NAMING CONVENTION ANTENNA SPECS ANTENNA SPECS MATI'ITUCK,NY11952 SCALE:NOT TO SCALE 2 SCALE:NOT TO SCALE 3 SCALE:NOT TO SCALE EXISTING 107'-6"MONOPOLE ISSUED FOR: o nesre v/.m m.srE rnoN �m pF NEµ. tiP 4EP 8 r0 6 0]606 4`@ PDS ENGINEERING D.P.C. CERT.#:0103685 i Expires 11/30/23 i wa�wxrr-.asou, CmVG UNOE0.THE p1BEClIOu OF GM� B)N.iErtBBS WC IAffNI. NOT USED NOT USED �6,OTUSED SAEETNUMBER REVISION: 4 SCALE:NOT TO SCALE 5 SCALE:NOT TO SCALE SCALE:NOT TO SCALE C-C O TECHNOLOGY COLOR COOING verizonl ISO WASHINGTON VALLEYROAD 9 EDTONSTERNI07921 - Each color box=I color strip • Color coding is at the jumpers from the RRH CROWN a TxRxl(Partl)=IStrip+sectorcolor CASTLE • TxRx2(Port2) =2 Strips+sector color F0AWf_ARTHURALVD,SU1TE 20n TxRx3(Port3)=3 Strips+sector color hfAFR\Ali,Nl g41 • TxRx4(Port4)=4 Strips+sector color a LAA=Sector color B+T GRP • CBRS=Grey+Sector color • 5G(CBAND)=Orange+Sector Color • 5GNRavill remain same as 850 LTE color code • UWB=Dark Green+Sector Color + CDMA=no color/blank space VERIZON SITE NUMBER • Far plumbing diagrams;coax leading to each technology Will 144803 be colored in that technologies color designation.For 1900 " v$�` x.(y the color is White,show the coax as LT grey in BU#:843211 the ti a�( :, MATTITUCK ELIJAH'S LANE $� MA=UCK,NY 11952 ro EXISTING 107'-6"MONOPOLE 6 ti ISSUED FOR.- SECTORS 4�oF NEpY E � (02) UWB WAND ZSDMK.FTEf5GARj 22MMB:AWBUE 21M MN.AWS1 LTE BMPAH.PCS LTE 7MUR.LTE Ig30Ce" CID�a R1'1 RID9 W&]TAR Itl�l W 9 1C�t W3R lOGi 10>60 W6:t R18R Wa{W W W M-[009 I=`8 RIM 4 LW L-1�� PDS ENGINEERING D.P.C. CERT.#:0103605 Expires 11/30/23 l'I�UTf�i:HPUW F[�ANV➢A H. OF'HE SEAL' I EI.OE DI&IX]lo� A L[ENSEU PanFESSI[iYAC M E\'[:p.'Ep$ 'I[,fElpt'fHts ouCl:NCUE. COLOR CODE MATRIX SHEETNumBEB: REvlsloN: I SCALE:NOT TO SCALE C-6 0 Y„ a . n verizon 18OW&SHINGrONVALLEYROAD PEDMIGDAfINSl'RR.NJ 07921 CROWN P v CASTLE fy 12F4r AIACARTHUR PL\D,SUITE 2M SIAHWA11,N7 P74L I� f ...(p.J.,.._•..�.^ m:Yv; .8 i -^ .. VERIZON SITE NUMBER: I 144803 BU#:843211 _.E MATTITUCI{ ELI AH'S LANE =e 11 -$ ! !" �, ,oA 9• ;--,- 5 MATMUCK,N]11952 t. EXISTING 107`_G"MONOPOLE T• ISSUED FOR M � • ; ..��..,. }._i�, � REV D„,: Dx�n n wx�,D., DEv�i. } a.•�:..4 -�i9'�-__5., tl \ t a�� s �t � s/3/v GAF. ani = s 111 r i F ��pF NE{yY 1 POS ENGINEERING O.P.C. CERT.#:0103685 Expires 71/30/23 R I54llDUTIDA'DP U¢'p AM'PPR.m�I, E'ulI35lN[V.1XAF.lLIG l:IAIH[DNLFTO� DF A pfFJ.`tED PADF£cFO V.ft EAGll:EFI. lu.ulrxluFsnDn � PLUMBING IIIAGRAM SEtEEr NUMBER. REvisloN: i SCALE:NOT TO SCALE C_7 0 W'PLC PLUG 8'M PLUG CPLG. DDAx cmT' GR verizon✓ awPER/cALwwlzm cRMInD eAR DaPFER/Fa DO GROUND W I80 WASHINCTON VALLEYROAD BOB REDMDNSTER.NJ 07921 ®000 0000000o0 000Do® ®� 00000000o00 o o a O O o ® -ir $UBGRROE /2 50.ID nNNm COPPER l2 stub(IEST LDoP) CONDUCTOR m TOWm/SNELTm . NmCH 90E8 Q W'PrC SCH 40 PPE CROWN TWI MOLE LONG BaOYL TWO HOLE LONG BARPEL CONPAESSiCN LUG GROUND MG(2 TYP.FOR r9i m ALIDw_/pl cE OF -ON LUG(TP) DTP) B U GROUND Bai DNLY) W� EWWIHERWn WEED GROUND RING MRE CASTLE p _---�-- -- -_ -------� IWIMIAfARTHUR RLND.SU)TE 2R0 MIAH\PAH,Nj U7431 1. DOUBWIG UP'Ql STN]tDIG•OF CONNECTIONS IS NOT PERNITIED. I. ExfEMR1 ANfp]OUNf ROCD CdpW1A TO BE USm ON Nl E%fEWOR COMtQC110N5. 1fSNCX BODLI 2. EXIFRIOR aIIWNINNI JOM COYPWND TD BE USED R1 al EaRAIOR CINHELTONS 2.4ROlM0 RAR SXa1 Nm LW:ROIATm LROY IOWFA YOIIHf OPgCRY TO IOFYA SlFF1 DDNER OXL1). ]. GROUND BM SMA1E Nm RE ISWATEO iR04 IOwFIt NOUNf DIRECTLY TD AtnFNN.A YWNf SRE(- 1 GROIIIID[Wi SHALL ISOIATm FROM fMIDNG OR 5lR1IIFA.- 2/0 IWIm N ExIEANII DIDWEED TEST LOOP 10 TO GROUND RMG MRE tRDR w� B+T GRP s/e's.ID-D•mnc COPPER aon cRwxD ROD 1. GROUND ROD SMALL BE OWVFII VERIICALLT,Nm TO ExCEID 49 DEGREES IRON IHE VERBCA 2.MOUND Mn 5WR1 RE ION.30PPE EIIOw GRADE OR W'BELOW PROSE UNE WM ( CH EVER R GREAlER1 AS PEN W.E.C.NE.0 ARBQE 250-SO(D) �H�ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL (:1)NSPECTION WELL DETAIL SCALE:NOT TO SCALE SCALE:NOT TO SCALE `/ SCALE:NOT TO SCALE VERIZON SITE NUMBER 144803 BU#:843211 MATTITUCK BOLT ELIJAH'S LANE To mRER YDUNTED EDUPYENT 9Tara s slm MATTITUC NY 11952 DYTO MT WaSNm TO MONOPOLE 2-HqE CfdNP/ DTPI F amEWNA DROUND EW —CO_ EXISTING 107'-6"MONOPOLE IDDATm AT um I I (BCnom To mwEH srm) v+ounD sTamwm CDAW aER C181E CROUNO IOf I I 2 HOLE LUG(TP) (TTyJ sranlPs STEEL MT waavR /a STILViDm cu MV.MAN STAIMIEss srm (Tm) ISSUED FOR GREpI,600V, WN I M.l.ILVIUE WASHER STNNLE55 SIFEL NVT 6'MOE NETAWC NIEL LNsu�.xc(DROURNo mPRDvmm Dm) M -DE —.-A---.-A--THE aT vYVYD Iuc LD sTBLrnnN .11'pa ATR DAWY Evavrlo� SINGLE CONNECTOR AT GROUND BARS E W SWNLESS SIER 84T 6 NECHRNICFL CONNECIIDV DYPI LE ig. S NNI CA@E CWt tRWND BM WRX 0 ENmxBmIC WELD INSUAmm CORNEOIFD (lT'P TT1R aE1) \. OIF MOON m THE BaNmN OFAGON TOM WASHED 1 ej OF MONOPOLE.SEE NOTE 1. DTP) STEEL TO M EQUIPMENT Yu1 2/O.ED BARE TPaY OR NI BPDOE i i M ER MRE 2-HOLE CPYP/ OPmE PER EDNPRES90N LE55 STEEL aPO11N0 fONG/2 COPPER WIRE CONNECIIXi MT WASHm SgID,RNnm FOR CARWEA AVO ICE �5 MPE (IYPj SEE N B(BaGE tA01N0 LOOP SEE orE] sranlas srm sTaw.Ess STEEL NM I CRQIND WIRE '. BELLWLLE WASHER DTP) GROUND PNG 2/0 f0R F NF NOTE] \• (TYPI IOWFR GRQ1Na LOOP 4�Op WY E -- -�—T SING CONN CTOR ATSTEEL OBJECTS w�a`v�� �s'P• LusPErnon wEu. D.M.B. wUD(rm) Rom' NO �sl DPw�IIc sraeaEss STEEL 1. NUMBER OF CROUNNXG fiARi WY VAWY DEPENDING ON THE TYPE 6 TOMB,ANTENNA METAL SCREW MT MASNTA 0]4tT' �F LOGWON$AND CONNECTION fACEMARON.COaOAL CARES D(fEIDING 200 FEET ON TIE (rypJ C GROUND RW COPPEw a1p��ppV' TDAER SHALL HAVE ORDUND X T AT THE YCPOINT.PROVCE n REOURED. CW STEEL ROD W/YN. /22 u 2-XOIE CPYP/ V./.ID'-O'LONG 2. ONLY NE4UNICE W,BC&IONS. NIDWED m BE TED'N CROWN CLSTIE USA INC. TONIIS.ALL YECHANN:IL CONNECIIOHS SNNL BE iRFAIm'NM AN ANTI-OIRDANT COA1M4 COYPRE590H CONNEC ON ].ALL GNNEX GEDfODN :SYSTEMS S22 D NFP W001HE REWWENUIR OF THE RECOGYZm m11NNi OF AN51/fN 222 AND NiPA 7B0. DFOLGN TOOTH NETAUIC OmFCf D. wASXER 1. DROUND ROD SMALL BE ORNEN 6FRNCNEY.NOT TO MCM 49 DEEREES FRCP THE DYP) VORRCAL SINGLECO NN TOR AT META IC/T OBJECTS 2.CRWNO NWE SNALL BE)M] BELOW GRADE OR B'BEIDW FROST LPE PDS ENGINEERING D.P.C. OEM)OEM)(WMOI E\£R IS PER N.E.O.ARRCLE 290-50(D) CERT.d:0103685 Expires 11/30/23 - rt Le nnaLnnon'aF uW FDa nNV PPavIN. L'XLISSTH[V.IRCAEOn'G LTD�'ITD:OIACL.Tmn _ TYPICAL ANTENNA CABLE GROUNDING ��,HAROWARE DETAIL FOR EXTERIOR CONNECTIONS @GROUND ROD DETAIL OFA UtTD:sEDPAOFESS10N.1LEMGO EPR 1U LLTCIeTNLSwtt'.W¢JF. Y SCALE:NOT TO SCALE `� SCALE:NOT TO SCALE SCALE:NOT TO SCALE SHEEl'NUIIBER REVISION: G-1 0 WRE s1zE auRnm We BOLT 92E /B AWG GPWEENN INNER O YA6C-RfCN 3/6'-16 NO 5 2 BOLT verizon✓ TrPP"s - - >�ffi �E.re=2 �6x /z awc saro rwxm ruc-zrca A/B•-le NO s z Bov IQ I� /2—STMNOm YA2C-mr.o 3/8'-16 x0 5 2 BOLT 180 WA.RHINGTON VALLEYROAD /2/0 An sm,+raom rah-2" 3/6•-16 NO s 2 BOLT AEDn1HaS7iR NJ 07921 /1/0 An 51PNIDm MIS!-3N I/3'-lfi NO 5 2 BOLT MF W IYPE VN ffiE11G Tii 55 ffiESB BURNED LRWNO We W/ HEAT CROWN �G I- v CASTLE (SEE xuf GRW81owG C1W:nfAMAHWOH PL\O7430 E2B6 Ittx'wwSxFnW MAHWAH,NI°]430 (TIM 11IL15 MME-d 3APLH DEL.= 1. B+T GRP cROGwO eAY eOLr 1. M E O BE USE vOR TYPES'JEGr. NERE ARE Ex0.NPLE5.WNSULT Wnx mFSBurnOx Y.WOLER MR sPEaF1c (BEE avail vmns ro az usm FOR THrs PRwEa. GYP) 2. rnU—E mar TO BE usm BfIDW GPADf en6:r1 c°NNED-.miDlwO BHC To GROUND ROD. eu G Two xaE I,BARREL �,CADWELD GROUNDING CONNECTIONS ( aURp WIPE TO BE SCALE:NOT TO SCALE No-Ox Ar eOm ENDS Dm I—NSUUTED)ONLY MR/5 Awc VERIZON SITE NUMBER WFATHERPROORNG KR TO (SEE ' 144803 IE(SEE NO 3) nYwmun —N.GIBE 12'ro x4' TMI/RxI WFATHERPROOF1Nc BU#:843211 fA YAL Rx2 0YP) ft g- MATTITUCK Laoux0 KP I. Au cRalDlxc wcs ARE ro BE wsrAum PER uwuFAcIUREP•s sPEaFlunoxs ELIJAH'S LANE Cafz OUNyER DYP.) (TIP) NAiDWOFE a16: BE V— ro E A5 FOLLOWS B LOCMw�MI WA FRfAWND BAR,GROUND WG. MT WASXER AYG NUT. MATIITUCIC,NI 11952 TM�R NEL'c Is Awc (, )IAECHANICAL LUG CONNECTION /e AMC SIIUNOED COPPER GQaUxO WB¢ pw.SEE NOTE 2) L (GROUNDED TO GROUND BAR).SEE xmE 1 e z mwm/cuvANum SCALE:N07 TO SCALE EXISTING 107'-6"MONOPOLE DONE cxouNo Bw emDm mPfrnY TDWat malE cNOuxO xrt GBIE CONNECTOR AMENNA C.IHIE /6 ANC NRL FRO.ANIFNIU TO M EOUPYEM C—) CA6LE GROUND NN AQBM. ISSUED FOR 1. DD NOT INSTALL C—GROUND NR AT A BEND AND ALW'AY5 DIRECT GROUND MIRE DOWN TO GROUND 6AR AF.Y' OPTS OAFN OF_ 6= N/b/32 NAIAUtUt)N YmTJ 2. LROUN061G NR SHALL BE TIPS AND PARE NUMBER as SUPRlEO OR PECm1NmDm BY CwIE WNUF/LNPm. 1. W NOT W M ENE GROUND GROUN KR AT A Bm0 AND ALWAYS OIREm GROUND E MPf GOWN ro ANTaiNA GROUND 6M. GROUND BM ON SHELTER.ICE ]. WEATHFA PROORNG SIULL BE IWO-PAYE TOPE W.COLD SIWINK SHNL NOT BRWE•OR ON—EHNA TOWER BE USED. 2.WFAIHER PROORNO 9 BE TWO-PMr THE W.GOLD SHRINK 91YL Nm BE USED. �.2,CABLE GROUND KIT CONNECTION o 0 0 0 0 0 0 O `� SCALE:NOT TO SCALE o ,GROUND CABLE CONNECTION Y SCALE:NOT TO SCALE 3 B-Ilxl'TAIPER J 0 'Tw0 HOLE WG.°R GPOUNDWG S1Wl.BE /Ta51STANT BOLT EWOMEWAc xEln ro BE usm EU-TED"EN GROUND Bw �' DYP) wnx Y/i12rse ro eRMRE U.i N.�¢ uEruE cNLr e0xom ro D6UUlm6 GROUND OR GROUND RWG �aF NEW` SEE NOTE 2. u C-) Ar�1F'R °V E Wµy B+Aa¢T 0 0 ® QCROUNDWIRE INSTALLATION " s 0 0 0 0 ro VB NOT `� SCALE:NOT TO SCALE a �, I 0 O 0 W9BE 03e66 f� a 0 EDP) S�saR 'Y.eFESs+Oa 0 /22 0 0 0 2 HOLE LONG (TmjED 12 PNNED SOLID W 3/4'UOUID TN:FIT PwE 6eRRm TINNED INrvERsu cwPER U.—PER CmiB1R FPax 24•BELOW—E ro ® 0 MOUND Bw(4—1 wG S/s MT WRHIN 3'm 6'a TSD-wEm LOCK WASHEN I1YP) WASNEP MnON POW.E..BO mD OF I P/N YIO DYP) THE WU0 PCHT CONOUR MUST BE SEALED RIM SIUCONE CAIIU(. �0 H0w v.OwEla PDS ENGINEERING D.P.C. Z cOYPREaIOry Luc TW COATED SOUD NHS: GGPPER BUS Bw 5/s MT OYP) CERT.®:0103655 wARHER I Expires 11/30/23 1 1. COVM IFAO(HOME RUN)C—ARE NOI TO BE WSTNEED OR CROWN CASRE - SA wC.TOWER,P THE GROIAIM DOWN CONDUCTOR PBICI'DaS-Sro-100SI.NO CHEPPY MSL{AroP ) Ftw tO PFx�N.nlTnunoNOFuw YOBPGPON ON OPGLNG ro TOWIII STEEL 6 ALLahID W ANY FOPY OR FASHION, INSTALIID IF REOUwED S/5 BOLT _ Ux1I53rtn MCY.NEALIl'c LTO[ailDOwm.ITON CM-WEwING W 1NE TOWTR AHD/OR w THE NR ARE NOT PEWaRm. EDP) RE WITO E.-NG GROUNp WNG �:J� datFA IO�N.�TtA."EFA. 2. ..1.9AAmR wHa1 xWNTING m roW9t SRA OR MROPN STEEL USE umn On 5(IEITNDMHEA• REVISION: $ Wsu wNEn arrAo6xc ro ewlmxc sxELTEIs. /�GROUNO BAR DETAIL I�LUG DETAIL TRANSITIONINO GROUND DETAIL SCALE:NOT TO SCALE �CALE:NOT TO SCALE �fNE:NDT TO SCALE G 2 O y OCCUPANCY OR . '-.---..`, APPROVED AS NOT PO USE IS UNLAWFUL DATE: i B.P. WITHOUT CERTIFICATt FEE 5S�•Dv BY: NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY ." 631-765-18021 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION 4. FINAL-CONSTRUCTION MUST ;F BE COMPLETE FOR C.O. Comp WITI .AL;i� ALL CONSTRUCTION SHALL MEET THE fVEW YORK STATE &TOWIV�.CODE$.: REQUIREMENTS OF THE CODES OF NEW AS REQUIRED ANQ'.OQNDITION "G- YORK STATE. NOT RESPONSIBLE FOR ,..,;. .`> DESIGN OR CONSTRUCTON ERRORS 4. Sf0U1HOt 'MPlANt�Vi�B�!1 SO1Ji n ftynm.T EES .e.ecneiat.�rsl�e�r�o�r . Additional Certification May Be Requiredf. verizonv,l_., 180 W'ASHINGTON VALLEY ROAD BEDLAM iSTER,Nj 07921 ve r i o n�' VERIZON SITE NUMBER: 144803 BUSINESS UNIT ##: 843211 CROWN VERIZON SITE NAME: MATTITUCK SITE ADDRESS: 415 MATTITUcx,N�Y11952 c,_ � CASTLE SITE TYPE: MONOPOLE COUNTY: SUFFOLK 7200MAMAHSXAH,NJ074.S0ITE200 TOWER HEIGHT: 107`-6°v JURISDICTION: TOWN OF VERIZON 5G L-SUB6 - CARRIER ADD SOUTHOLD Bar GRP PDS ENO°.EER PL. ]1]5.90UlDEk SNTE9W BRSF,01 11119 PM:(918)°BFnG10 SITE INFORMATION DRAWING INDEX APPROVALS LOCATION MAP ATRI-GON SIGNATURE BLOCKS p(¢(�� CROWN CASTLE USA INC. NLATTITUCK SHEET# SHEET DESCRIPTION Aso �r SITE NAME: APPROVAL_ SIGNATURE DATE -!r s �•' T-1 TITLE SHEET SITE ADDRESS: 415 ELIJAH'S LANE SITEACQUISITION VERIZON SITE NUMBER: MATTITUCK,,iY 11952 T-2 GENERAL NOTES '�i, J� COUNTY: SUFFOLK C-t SITE PLAN CONSTRUCTION � � `•� `\ °za... 144803 MAP/PARCEL#: 1000108000400011003 , C-2 TOWER ELEVATION&ANTENNA PLANS RADIO AREA OF CONSTRUCTION: EXISTING 3, MATTITUCK .s� LATITUDE: 40.999479' C-3 EQUIPMENT SCHEDULES MICROWAVE •`� � •��, BU#:843211 LONGITI;DE: -72.571202° C-4 EQUIPMENT DETAILS r r �o, -%y. �'� �;"�. MATTITUCK �j LAVLONG TYPE: NAD83 C-5 FIBER NAMING&EQUIPMENT DETAILS TELCO GROUND ELEVATION: 28' c-G PLUMBING DIAGRAM EQt rrm F^T Isutana _ --_-�'.` ---- 415 ELIJAH'S LANE CURRENT ZONING: LIMITED BUSINESS — •'~.' G-t GROUNDING DETAILS PRo FCrnnMINISTRATDR - J ` MATTITUCK,NY 11952 JURISDICTION: TOWN OF SOUTHOLD J" iy, Do.[[,ton OCCUPANCY CLASSIFICATION: U G-2 GROUNDING DETAILS � 1 WO.ADMINISTR,ITOR TYPE OF CONSTRL'CTIO\: IIB EXISTING 107'-6"MONOPOLE A.D.A.COMPLIANCE: FACILITY IS UNMANNED AND NOT FOR CROWN C.ASTLG L'SA INS SiGNATURC BLOCK HUMAN HABITATION PROPERTY OWNER: PECONIC COSTAL PROPERTIES LLC APPROVAL SIGNATliRF- D�T� "�PO BOX 545 sITEAcQuuITLc,N SOUTHOLD,NY 119-11 TOWER OWNER, CROWN CASTLE PLANNER p .; NO SCALE ISSUED FOR: REV DATE DA\fT DESCRIPTION DES./QA 2000 CORPORATE DRIVE ALL DRAWINGS CONTAINED HEREIN ARE FORMATTED FOR DRIVING DIRECTIONS FROM VERIZON T , CONSTRUCTION LOCAL_OFFICE(1 S0 W'ASHINGTON VALLEY RD, 1 3/29/23 GAc CONSTRUCTION s+rJ CANONSBURG,PA 75317 FULL SIZE.CONTRACTOR SHALL VERIFY ALL PLANS AND BEDMNSTER,NJ 07921) EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE TAKE US-202 N US-206 N AND SCHLEY MOUNTAIN RD TO I-287 N,CONTINUE ON I-287 N.TAKE I-80 2 4/10123 MTJ CONSTRUCTION MTJ IMMEDIATELY VERIZON WIRELESS AND SHALIMMEDIATELY NOTIFY THE ENGINEER IN PROJECI'YLINAGER / 180 WASHINGTON VALLEY'ROAD ,• E,I-95 N AND I-495 E TO NY-24 S/EDWARDS AVE S IN MANORVILLE.TAKE EXIT 71 FROM I-495 E, 3 4/I8%'v n CONSTRUCTION NIT) WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING UTILITY MANAGER TURN RIGHT ONTO.iY-24 S/EDWARDS AVE S,AT THE TRAFFIC CIRCLE,TAKE THE 3RD EXIT a G/8/23 Ia CONSTRUrnON �+T1 BEDilIINSTER,NJ 07921 WITH THE WORK OR BE RESPONSIBLE FOR SAME. , r ONTO Ff�1hDERS RD,TURN LEFT ONTO CROSS RIVER DR TURN RIGHT ONTO NY-25 E/MAIN RD, s 6/16/23 YR CONSTRUCTION 317) LANDLORD TURN LEFT. ELECTRICPRO<•7DER: PSEG 1(800)436-7734 PROJECT DESCRIPTION TELCO PROVIDER VERIZON (800)483-2000 THE PURPOSE OF THIS PROJECT IS TO ENHANCE BROADBAND CONNECTIVITY AND CAPACITY TO THE EXISTING ELIGIBLE WIRELESS FACILITY. APPLICABLE CODES/REFERENCE - TOWER SCOPE OF WORK DOCUMENTS A`q;, •REMOVE(9)ANTENNAS \ v D aZ"j`� •REMOVE(6)RRHS ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH �� '�✓—� �1 •INSTALL-(12)ANTENNAS THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL 01. �! •INSTALL(G)RRHS GOVERNING AUTHORITIES.NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT ` •INSTALS.(2)OVPS WORK NOT CONFORMING TO THESE CODES: PROJECT TEAM •INSTALL(2)HYBRID CABLE CODE TYPE CODE BUILDING 2020 BUILDING CODE OF NYS A&E FIRM: B+T GROUP GROUND SCOPE OF WORK MECHANICAL 2020 MECHANICAL_CODE OF NYS n •NONE CONTRACTOR PMI REQUIREMENTS ELECTRICAL 2020 NEW YORK STATE UNIFORM FIRE PREVENTION 1717 S.BOULDER AVE. p �� _ TULSA,OK 74119 AND BUILDING COES v,` ARVIN PHILLIPS P_YII ACCESSED AT has �-ps://pmi., ,smamc(,m REFERENCE DOCUMENTS: Q v1 Q MARVN.PHILLIPS@BTGRP.COM SMART TOOL VENDOR STRUCTURAL ANALYSIS: BY OTHERS SSSQ��`\' CROWN CASTLE 3 CORPORATE PART:DRIVE,SUITE 101 PROJECT NUMBER 1015 � 0854 DATED: ' USA INC.DISTRICT CLIFTON PARK,NY 12065 VzW LOCATION CODE(PSLQ 144803 MOUNT ANALYSIS: BY OTHERS �9 i CONTACTS: DATED: SCOT WIATROSKI-PROJECT MANAGER PDS ENGINEERING D.P.C. SCOTT.W-�IATROSKI@CROXVNCASTLE.COM ** RFDS REVISION: - CERT. #: 01036B5 * PMI AND REQUIREMENTS ALSO EMBEDDED N MOUNT DATED: 3/16/23 MAHENDRA PERSAUD-CONSTRUCIION MANAGER ANALYSIS REPORT Expires 1 1/30/23 MAHENDRA.PERSAUD@CROWNCASTLE.COM ORDER ID: 619799 IT IS A VIOLATION OF LAW FOR ANY PERSON, REVISION: 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER, VERIZON ANDREW LEONE MOUNT MODIFICATION REQUIRED I N TO ALTER THIS DOCUMENT. CONTACT: ALEONE@STRUCTURECONSULTING.NET NOTE: VzW APPROVED SMART HIT VENDORS cvJ.NEW YOR7c ONE CALL r-v-; SHEET NUMBER. REVISION: PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST (800)962-79G2 �)D � CONTACT THE CROWN NOC AT(800)788-7011&CROWN GAIJ_3 WORYING DAYS r�D T- 1 CONSTRUCTION MANAGER REFER TO MOUNT MODIFICATION DRAWINGS PAGE FOR VzW SMART KIT APPROVED VENDORS BEFORE YOU DIG! COOWN CASTLE USA INC. SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: ELECTRICAL INSTALLATION NOTES: 1. NOTICE TO PROCEED- NO WORK SHALL COMMENCE PRIOR TO CROWN CASTLE USA INC. WRITTEN NOTICE I. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR: GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPLICABLE TO PROCEED (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE CARRIER: VERIZON FEDERAL. STATE, AND LOCAL CODES/ORDINANCES. ©®,� SITE YOU MUST CONTACT THE CROWN CASTLE USA INC. NOC AT 800-788-7011 &THE CROWN CASTLE TOWER OWNER: CROWN CASTLE USA INC. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED USA INC. CONSTRUCTION MANAGER. 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY AND TRIP HAZARDS ARE ELIMINATED. �erizon 2. "LOOK UP" - CROWN CASTLE USA INC. SAFETY CLIMB REQUIREMENT: EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. V `•'\ THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE ASSUMED THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC. 180 WASHINGTON VALLEY ROAD CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL. AND SHALL CONFORM TO AEDMI,i!SITEP REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL NOT COMPROMISE THE INTEGRITY OR ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. ,NJ 07921 FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON THE ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR 4.2. ALL OVERCURRENT DEVICES SHALL-HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22.000 AIC MINIMUM.VERYIFY AVAILABLE SHORT CIRCUIT CURRENT DOES THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION'MEANS. METHODS, ADOPTED CODE PRE THE GOVERNING JURISDICTION. INTENDED USE.ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITIONS MUST BE TAGGED OUT TECHNIQUES, SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL.MFASURES.NECESSARY FOR 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE 1J, N [�' AND REPORTED TO YOUR CROWN CASTLE USA INC. POC OR CALL THE NOC TO GENERATE A SAFETY CLIMB PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. SUCH MEASURES SH CR® /►/ LA ALL INCLUDE. BUT NOT BE LIMITED LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2" PLASTIC ELECTRICAL TAPE WITH UV CROWN MAINTENANCE AND CONTRACTOR NOTICE TICKET. TO, BRACING, FORMWORK, SHORING, ETC. SITE VISITS BY THE ENGINEER OR HIS.REPRESENTATIVE WILL NOT INCLUDE PROTECTION, OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC AND OSHA CASTLE /�► INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL OBSERVATION OF THE FINISHED STRUCTURE-ONLY. 5. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE {�� � l H\��� 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL_'"NOTES AND TYPICAL ( '�J VV S !!! CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS i.e. PANEL BOARD AND THIS INCLUDES, BUT IS NOT LIMITED 70, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM A SIMILAR WORK'ON'.THE PROJECT, 1200 VUICARTHliR BLVD,SUITE 200 ENVIRONMENTAL. AND ZONING. AFTER ONSTE ACTIVITIES AND CONSTRUCTION ARE COMPLETED,ALL CIRCUIT 10'S). AND/OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL JURISDICTIONAL 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABELED WITH PLASTIC LABELS. REQUIREMENTS. GENERAL NOTES, AND SPECIFICATIONS, THE GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN.' IF FURTHER B, ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. IMAHVIAH,N]07430 CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF RECORD.E ` 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED T0, ERECTION PLANS, RIGGING 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (f/14 OR LARGER) 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE,DIMENSIONS AND MEASUREMENTS OE.'RE DRAWINGS 70 PLANS, CLIMBING PLANS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL WITH TYPE THHW, THWN, THWN-2. %HHW, %HHW-2. THW, THW-2. RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ASSIST IN THE CONTRACTOR TO FIELD AND/OR PLACEMENT CONSTRUCTION ELEMENTS BUT T IS THE SSH6W E IN TH BILITY ('#6 OR LARGER) WITH CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF THE WORK CONTAINED HEREIN, AND SHALL MEET 10. SUPPLEMENTAL EQUIPMENT GROUND WIPING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR OF THE CONTRACTOR TO FIELD VERIFY THE TDIMENSIONS.,ONORCUTTING, ANY N OR CLEARANCES SHOWN IN THE ANSI/ASSE A70.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPLICABLE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION OR CUTTING.OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. TYPE THHW, THWN, THWN-2, XHHW, %HHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR. TYPE SCOW CORD (#14 OR LARGER) U14LESS IF IT IS DETERMINED THAT THERE ARE DISCREPANCIES AND/ CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE B+T G R P RIGGING PLANS SHALL ADHERE TO ANSI/ASSE A70.48 (LATEST EDITION)AND CROWN CASTLE USA INC. OTHERWISE SPECIFIED. ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON-AS POSSIBLE. (#'14 OR LARGER), WITH STANDARD CEO-STD-10253, INCLUDING THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR i2. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL W,MULTI-CONDUCTOR, TYPE TC CABLE 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING.CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE CLASS IV CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE 5 IN ACCORDANCE WITH ANSI IA-322 TYPE THHW, THWN, THWN-2, %HHW, XHHW-2,THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. ( ) /T EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION PDS ENGMEE1EI O.P.L (LATEST EDITION). DRAWINGS. ANY DISCREPANCY FOUND SHALL BE.BROUGHT TO THE ATTENTION OF CROWN CASTLE. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIPE NUTS BY THOMAS AND � I,,,seou�oeR 5. ALL SITE WORK TO COMPLY WITH QAS-STD-10068 "INSTALLATION STANDARDS FOR CONSTRUCTION 7. ALL MATERIALS FURNISHED AND INSTALLED S-HALL:BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75- C (99 C IF AVAILABLE). sulre soo 14 RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL,ANSI IEEE 1IAS4,orc1a�ls ACTIVITIES ON CROWN CASTLE USA INC. TOWER, SITE," CED-STD-10294 "STANDARD FOR INSTALLATION OF REGULATIONS AND ORDINANCES CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, / PH:Is+el sel MOUNTS AND APPURTENANCES,"AND LATEST VERSION OF ANSI/TIA-1019-A-2012 "STANDARD FOR ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE AND NEC. eee@elsm.mm INSTALLATION, ALTERATION,AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS." OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY, 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT(RMC) SHALL BE USED FOR 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. EXPOSED INDOOR LOCATIONS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY CROWN CASTLE USA INC. PRIOR TO e. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT,APPURTENANCES AND 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. PROCEEDING WITH ANY SUCH CHANGE OF INSTALLATION LABOR NECESSARY TO COMPLETE ALLANSTALLATIONS AS INDICATED ON THE DRAWINGS. 17. SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE 9. THE CONTRACTOR SHALL INSTALL ALI:--EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S GRADE PVC CONDUIT. CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND RECOMMENDATIONS UNLESS SPECIFICALLY`STATED:OTHERWISE. - 18. LIOUID-TIGHT FLEXIBLE METALLIC CONDUIT (UQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF AN7 PUBLIC 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED',AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL OCCURS OR FLEXIBILITY IS NEEDED. AUTHORITY REGARDING THE PERFORMANCE ES THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND CROWN CASTLE PRIOR TO PROCEEDING 19. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET VERIZON SITE NUMBER: ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 11. CONTRACTOR WITH ANY CS TOH PERFORM ANGE OF IASSTE INIVESTIGATIOWAND IS TO DETERMINE THE BEST ROUTING OF ALL CONDUITS FOR 20. CABINETS,TALLATION. SCREW rtBOXES INGS AAND RE NWIRE OT CWAYS ASMALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE AND 144803 ORDINANCES AND APPLICABLE REGULATIONS. POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER,TELCO, AND.GROUNDING PLAN THE NEC. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DRAWINGS. 21. WIREWAYS SHALL BE METAL WITH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY (WIREMOLD SPECMATE WIREWAY). y� 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION-'OF CROWN CASTLE USA INC. 22. SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUT TYPE E OR EQUAL). BU#: 843211 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE WORK, SHALL BE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE MATTITUCK WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE DESIGNATED LOCATION. LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) FALL A DAILY BASIS. .A NEAT,AND WORKMANLIKE MANNER, PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT PROTECTION B) CONF114ED SPACE C) ELECTRICAL SAFETY D) TRENCHING AND EXCAVATION E) SHALL.BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO 415 ELIJAH'S LANE!!? CONSTRUCTION SAFETY PROCEDURES. - - PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED Ii. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND PROJECT _ MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. MAT TUCK,NY 11952 SPECIFICATIONS. LATEST APPROVED REVISION. CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS.AND TRASH AT - - STEEL. SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3R (OR THE S. REFUSE SHALL BE REMOVED FROMN OF THE WORK. FTHE STEAANDRDSPOSED OFPEGD BRAS, STICKS, STONES AND OTHER BETTEi ALL CONCRETE WORK SRALL BE IN ACCORDANCE WITH THE ACI 301,ACI 318,ACI 336. ASTM A184, ASTM A185 AND 25. METALRRECOEPTACLE. SWITOHAANNDEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING, SHALL MEET OR EXISTING 107'-61'MONOPOLE 13. ALL EXISTING INACTIVE SEWER. WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE THE DESIGN AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. EXCEED UL 514A AND NEMA OS I AND BE RATED NEMA I (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED. PLUGGED OR OTHERWISE DISCONTINUED 2, UNLESS NOTED OTHERWISE,SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS i5 ASSUMED (WP OR BETTER) FOR EXTERIOR LOCATIONS. AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL TO BE 1000 psf. - 26: NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED OF CONTRACTOR, TOWER OWNER, CROWN CASTLE USA INC, AND/OR LOCAL UTILITIES. 3..-ALL CONCRETE SHALL;HAVE A MINIMUM COMPRESSIVE-,STRENGTH (f'c)OF 3000 psi AT 28 DAYS, UNLESS-NOTED - • NEMA 1 (OP. BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. R 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR OTHERWISE. NO MORE THAN:90 MINUTES SHALE ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS 27. ,THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR CROWN CASTLE USA INC. SITE SIGNAGE REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF APPROVED BY THE ENGINEER OF RECORD. TEMPERATURE OF-CONCRETE SHALL NOT EXCEED.90'f AT TIME OF THE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. PLACEMENT. EQUIPMENT, ROOMS, AND SHELTERS 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR. ISSUED FOR: t5. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER 70 FLOW AWAY FROM THE CARRIER'S EQUIPMENT WITH THE APPLICABLE CODES AND STANDARDS i0 SAFEGUARD LIFE AND PROPERTY. AND TOWER AREAS. ENTRAINMENT,TO BE BASED-ON SIZE,OF AGGREGATE AND F3 CLASS;EXPOSURE(VERY SEVERE). CEMENT USED TO BE 2g. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'vEP.IZON". REV DATF, DRAi�t DF_5CR1PTtoN DES./Qd TYPE'tl PORTLAND CEMENT WITH A MAXIMUM,WATER-TO-CEMENT RATIO (W/C) OF 6.45. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PP,IOR TO FINISHED 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. SURFACE APPLICATION. 5. ALL STEEL REINFORCING SHALL-CONFORM 70-ASTM A615. ALL WELDED WIRE-FABRIC (WWF) SHALL CONFORM TO ASTM 1 3/29/23 GAG CONSTRUCTION Nfij 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, A185.ALL SPLICES SHALL BE CLASS "B"TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE CONDUCTOR COLOR CODE 2 4/10/23 JTTI CONSTRUCTION MTJ EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE.AND STABILIZED TO PREVENT STANDARD 90 DEGREE HOOKS, UNLESS NOTED OTHERWISE. YIELD STRENGTH.(Fy)OF STANDARD DEFORMED BARS ARE EROSION AS SPECIFIED ON THE CONSTRUCTION DRAWINGS AND/OR PROJECT SPECIFICATIONS. AS FOLLOWS: .', SYSTEM CONDUCTOR COLOR 3 4/18/21 YY CONSTRUCTION MTJ 1 B. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL A,4 BARS AND SMALLER................:..............................:...L.........._............:....40"ksi q PHASE BLACK a !,/t1/21 1� CONSTRUCTION STTJ MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES -5 BARS AND LARGER................::...................................................:..............60 ksi _ FOR EROSION AND SEDIMENT CONTROL. 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING-STEEL UNLESS-SHOWN OTHERWISE 120/240V 10 B PHASE RED APWA UNIFORM COLOR CODE: s u/t6/21 YX CONSTRUCTION �1TJ 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND ON DRAWINGS: _•{ - NEUTRAL WHITE CONCRETE CAST AGAINS7'iANO PERMANENTLY EXPOSED_TO EARTH.......................3' STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION CONCRETE EXPOSED TO'EARTW OR WEATHER::'. - GROUND GREEN WHITE PROPOSED EXCAVATION OF OWNER. - A PHASE LAC 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL #6 BARS AND LARGER..:.,:`......................:.:...........................:...................... 2� •. BLACK 5 BARS AND SMALLER.:......................-'....:...................::_:.:...:::...1-1 - B PHASE RED 2' E TEMPORARY SURVEY MARKINGS CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE CONCRETE NOT EXPOSED TO EARTH OR WEATHER:, "� �0/208`/. 30 C PHASE BLUE RETURNED TO THE OWNER'S DESIGNATED LOCATION. - - - SLAB AND WALLS.......... ........................_......:...:.............::......................3/4'' ELECTRIC POWER LINES, CABLES, 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED - NEUTRAL WHITE CONDUIT, AND LIGHTING CABLES :. FROM SITE ON A DAILY BASIS. BEAMS AND COLUMNS;." :...:..:.:.I-1/2' "a 7. A TOOLED EDGE OR.A-3/4'CHAMFER SHALL BE PROVIDED AT.ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED GROUND GREEN GAS, OIL. STEAM, PETROLEUM, OR /? P12E('�e 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OTHERWISE, IN ACCORDANCE WITH ACI-301.SECTION 4.2:4. A PHASE BROWN YELLOW GASEOUS MATERIALS S.i '"'!!�o OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. n 9_ 6 PHASE ORANGE OR PURPLE a.. , COMMUNICATION, ALARM OR SIGNAL LINES, FF T T R CABLES, O CONDUIT AND TRAFFIC LOOPS ' 277/480V, 30 C PHASE YELLOW ��' `✓ 9• r�,.` GREENFIELD GROUNDING NOTES: _ NEUTRAL GREY POTABLE WATERZ� Q ✓�, c GROUND GREEN RECLAIMED WATER, IRRIGATION, AND 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GES-S) SHALL BE BONDED TOGETHER AT OR BELOW GRADE. BY TWO OR MORE COPPER BONDING CONDUCTORS IN POS (+) RED•• SLURRY LINES ACCORDANCE WITH THE NEC. - - DC VOLTAGE F dj NEC (-) BLACK•' Z .`2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OFULT OF RESISTANCE TO EARTH TESTING (PER IEEE 7100 AND 81) FOR GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ,Y +. 1 SEWERS AND DRAIN LINES u3�:-' ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. - SEE NEC 210.5(C)(1) AND (2) i i•" ,,rr .' Cr 3. THE CONTRACTOR IS RESPONSIBLE'FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE •' POLARITY MARKED AT TERMINATION p' "s`'"-� Z-u TESTING RESULTS. -. `,�,,Q, Cam%. •�,•� Lid 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH #6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. ABBREVIATIONS: -` 5. METAL RACEWAY SHALL NOT'BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE-.WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. : ANT ANTENNA V 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, /J6 STRANDED COPPEROR LARGER FOR INDOOR BTS; n2 BARE SOLID TINNED (E) EXISTING COPPER FOR OUTDOOR BTS. FIF FACILITY INTERFACE FRAME f� ^ 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE OF THE.GROUND BUS ARE PERMITTED. GEN GENERATOR ,,gg B. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED COPPER UNLESS OTHERWISE INDICATED. GPS GLOBAL POSITIONING SYSTEM 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. GSM GLOBAL SYSTEM FOR MOBILE c✓ - 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. LTE LONG TERM EVOLUTION 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. ' MwB MICROWAVE ROUND BAR PDS ENGINEERING D.P.C. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. - 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. (N) NEW CERT. #: 0103685 14. ICE BRIDGE DONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GRUUNU BAH. NEC NATIONAL ELECTRIC CODE Expires 11 30 23 ` 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. (P) PROPOSED P _ ­ 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. PP POWER PLANT IT IS A VIOLATION OF LAW FOR ANY PERSON, c 17. MISCELLANEOUS ELECTRICAL 9N1D NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. OTY QUANTITY UNLESS THEY ARE ACTING UNDER THE DIRECTION _ 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) F,2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. RECT RECTIFIER OF A LICENSED PROFESSIONAL ENGINEER, 19. GROUND CONDUCTORS USED FOR PHE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, RBS RADIO BASE STATION TO ALTER THIS DOCUMENT. , METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE RET REMOTE ELECTRIC TILT n USED. WHERE USE OF METAL CONDUIT IS'UNAVOIDABLE (i.e., NONMETALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. RFDS RADIO FREQUENCY DATA SHEET 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4" NON-METALLIC. FLEXIBLE CONDUIT FROM 24" BELOW GRADE TO WITHIN Y TO 6" OF CAD-WELD TERMINATION RRH REMOTE RADIO HEAD SHEET NTUMBER: REVISION: POINT. THE EXPOSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). RRU REMOTE RADIO UNIT 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP,TOWERS.AND WATER TOWERS GROUNDING RING, TO TAD SMART INTEGRATED DEVICE THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2 0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING TMA TOWER MOUNITED AMPLIFIERT-2 / STEEL COLUMNS, 1Yp TYP1� J LIGHTNING PROTECTION SYSTEM,AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY), UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM W.P. WORK POINT - , / I ` j� � // �i/ (E) BUILDING verizon% liO WASHINGTON VALLEY ROAD BEDM NLSTEP,NJ 07921 lGA x ( CROWN X _X _ x J�� CASTLE 1200 MACARTHUR BLVD,SUITE 200 "AH WAH,NJ 07430 ' B+T GRP (E)VERIZON �­G.O.P.C. CPS ANTENNA PDS (4 TOTAL) DK74119 018).7— it (E) CHAIN-LINK FENCE VERIZON SITE NUMBER: WITH BARBED WIRE I 144803 BU#:843211 MATTITUCK (E)VERIZON 12'-4 x30'-S" (E) VERIZON P TER XXDC-3315-PF-48 SHELTER ANDREW ROV 415 ELIJAH'S LANE (3 TOTAL) MATTITUCK,NY 11952 EXISTING 107'-6" MONOPOLE (E) GENERATOR PAD (E) SHELTER ( ISSUED FOR: E) VERIZON FEEDLINES IN (12) COAX CABLES (7/8") REV DATE DRV7,N DESCRIPTION DES./QA (1) HYBRID CABLE (1-1/4") 1 3129123 GAC CONSTRUCTION MTJ 2 4/10/23 Nrij CONSTRUCTION 3 4/19/23 Y.\ CONSTRUCTION 4 6/8/23 Yx CONSTRUCTION wil 5 6/16/2-1 YX CONSTRUCTION Fz. 41 (E) VERIZON ICE BRIDGE o of- D (E) PLATFORM o /!AA 4z lir 0. (E) 107'-6' MONOPOLE Fri x I:: I 0I -------------— I L-------------- (E) UTILITY FRAME 7 (TYP) / \\\ x i CSR J�. (E) ICE BRIDGE (TYP) (E) CONCRETE PAD/ PDS ENGINEERING1 D.P.C. CERT. #: 0 03685 Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSOR.___ UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, x X X X X X X X X TOALTERTFLIS DOCUMENT. 85'-5"± SHEET NUMBER. REVISION C 5 SITE P LAL 1/4=1 (l. SIZE) &SCALE p ' SCALE: NOT TO SCALE ��SCALE: NOT TO SCALE C-2 5 ` . -- verizonv 180 WASHINGTON VALLEY ROAD BEDMINSTER,NJ 07921 CROWN ANTENNA/RRH SCHEDULE CASTLE 1200 MACARTHL'R BLND,SUITE 200 ANTENNA - ANTENNA MECHANICAL ELECTRICAL TOWER EQUIPMENT MAHWAH,NJ 07430 SECTOR STATUS MANUFACTURER ANTENNA MODEL CENTERLINE AZIMUTH DOWNTILTS DOWNTILTS MANUFACTURER TOWER EQUIPMENT QTY/MOD0. RF Al NEW COMMSCOPE NHH-65B—R2B 78'-0" 70' IT2'/7/2 SAMSUNG (1) B66A RRH GRAN /2'/2' (RF4439D-25A) � B+T G R P Pos­w�G.`.P.`. CABLE SCHEDULE im s.sau�MN 7/2'/2• (1) 85/1373 RRH ORAN suIlE 3oa A2 NEW COMMSCOPE NHH-65B—R2B 78'-0" 70' 0' /2./2. SAMSUNG (RF444OD-13A) wNcbryiej sNm<sw bb.oMbym.mm A3 NEW SAMSUNG XXDWMM-12.5-65 78'-0" 70' O' 8' — INTEGRATED WITHIN STATUS CABLE TYPE SRE LENGTH QTY A4 NEW SAMSUNG MT6407-77A 78'-0" 70' 0' 6' RAYCAP (1) RXXDC-3315—PF-48 EXISTING COAX 7/8" 128'—O"± 12 VERIZON SITE NUMBER: 144803 EXISTING HYBRID 1-1/4" 128'—O"f 1 BU#:843211 B1 NEW COMMSCOPE NHH-558—R2B 78'-0" 245' 0• 2/2/2 SAMSUNG (1) B2/B66A RRH ORAN NEW HYBRID 1-1/4" 128'—O"t 2 MATTITUCK /4'/4- (RF4439D-25A) 2•/2'/2' (1) B5/Bl3 RRH ORAN 1� 4155 ELIIJrAH'S LANE B2 NEW COMMSCOPE NHH-65B—R2B 78'-0" 245' 0' /4./4. SAMSUNG (RF444OD-13A) TOTAL CABLE DTY: 13 MAy I 7�y U CK,NY 11952 83 NEW SAMSUNG XXDWMM-12.5-65 78'-0" 245' O' 10' — INTEGRATED WITHIN EXISTING 107'-6"MONOPOLE B4 NEW SAMSUNG MT6407-77A 78'-0" 245' 0' 6' RAYCAP (1) RXXDC-3315—PF-48 (E) CLIMBING PEGS (TYP) ISSUED FOR: REV DATE DRWN DESCRIPTION DE&/QA (N)VERIZON FEEDLINES 1 3/29/23 GAC CONSTRUCTION MTJ (2) (1-1/4' HYBRID CABLE 2 4/10/23 6aJ CONSTRUCTION �lTJ 2'/2'/2' (1) B2/B66A RRH GRAN ®Q®S: C7 NEW COMMSCOPE NHH-65B—R2B 78'-0" 337 0' SAMSUNG 3 4/IA/23 YX CONSTRUCTION ]TIJ _ /4'/4' (RF4439D-25A) (E) VERIZON FEEDLINES ® 4 (/A/23 YX CONSTRUCTION >TIJ 7/2'/2 (1) 85/813 RRH ORAN (12) COAX (7/8") I •®O ® 5 6/16/23 YX CONSTRUCTION yTJ C2 NEW COMMSCOPE NHH-65B—R2B 78'-0" 332' O' /4./4. SAMSUNG (RF4440D-13A) (1) RFF-24SM-1206-618—APE ! O• (1) HYBRID CABLE (1-1/4") I C3 NEW SAMSUNG XXDWMM-12.5-65 78'-0" 337 0' 10' — INTEGRATED WITHIN 1 C4 NEW SAMSUNG MT6407-77A 78'-0" 332' 0' 6' RAYCAP (1) RXXDC-3315—PF-48 � ��• �>� � �. ���1, ® MONOPOLE A % `—(E) FEEDLINES '" BY OTHERS (TMP) PDS ENGINEERING D.P.C. CERT. #: 0103685 T Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY PERSON, VERIZON TOWER EQUIPMENT SCHEDULE K,��BASE LEVEL DETAIL UNLESS THEY ARE ACTING UNDER THE DIRECTION 1, OF A LICENSED PROFESSIONAL ENGINEER. SCALE: NOT TO SCALE � SCALE: NOT TO SCALE N TOALTERTHLSDOCUMENT. SHEET NUMBER: REVISION: C-3 5 -- verizonwl 180 WASHINGTON VALLEY ROAD -- BEDNUNSTER,NJ 07921 CCCROWN CASTLE 1200 MACARTHUR BLVD,SUITE 200 VIAHWAH,NJ 07430 er B+T GRP PoSFNGINF£NWG.OY.G J1J fL BOUIOER Su-0 TtItSA.0K74119 DM(9t9)SBJ+WO Enm�C19�P�N VERIZON SITE NUMBER: 144803 BU#:843211 MATTITUCK 415 ELIJAH'S LANE NOT USED /--'\NOT USED A ATTITUCK,NY 11952 SCALE: NOT TO SCALE L SCALE: NOT TO SCALE - EXISTING 107'-6"MONOPOLE ISSUED FOR: NEW ANTENNA REV DATE DR%v..1 DESCRIPTION DES./QA MOUNTING BRACKET INSTALLER NOTES: 1 3t29/23 GAC CONSTRUCTION \ITJ ALL PIPES BRACKETS AND 2 4/10/23 MTJ CONSTRUCTION MTJ MISCELLANEOUS HARDWARE TO BE 3 4/18/23 ys CONSTRUCTION \m GALVANIZED UNLESS NOTED OTHERWISE. 4 6/A/21 YX CONSTRUCTION ]TTJ 5 6/16/Li yx CONSTRUCTION MIJ G NEW ANTENNA O O O / NEW ANTENNA O{ M NEW RRH J MOUNTING BRACKET �. ?' L NEW RRH O O RRH MOUNTING O O PLATE PIPE MOUNT BRACKET (TYP OF 2) PDS ENGINEERING D.P.C. ANTENNA CERT. #: 0103685 MOUNTING PIPE Expires 11/30/23 IT IS A I11OLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCL:MF-NT. SAMSUNG — EP97-01585A BRACKET DETAIL /--\ANTENNA & RRH MOUNTING DETAIL sxEETNUMBER REVISION: 3 SCALE: NOT TO SCALE `t SCALE: NOT TO SCALE C-4 verizom ISO WASHINGTON VALLEY ROAD ,BEDMINSTEP NJ 07921 FIBER NAMING topivtNtION G 0 W D W D CROWN 5GmmW LO 5GmmW-A-0 i � CASTLE 1200 MACARTHUR BLVD,SUITE 200 CBRS LO CBRS-A-O MAHWAH,NJ 07430 CBRS Ll CBRS-A-1 LAA LID LAA-A-0 j B+T G R P High Band Dual Band LO HB-A-0 I SU 1 High Band Dual Band Ll HB-A-1 Low Band Dual Band LO LB-A-0 C-Band MT6407-77A LO CBand-A-0 C-Band MT6407-77A Li CBand-A-1 ANTENNA SPECS ANTENNA SPECS SUNG XXDWMM-12.5-65 VERIZON SITE NUMBER: WEIGHT (FULLY EQUIPPED): 23.14 LEIS I MANUFACTURER COMMSCOPE MANUFACTURER SAMSUNG SIZE (HxWxD): 11.39X5.45X16.1 6 IN. 144803 C-Band MT6407-77A L2 CBand-A-2 MODEL # NHH-65B-R2B MODEL # MT6407-77A WIDTH 11.9" WIDTH 16.06" BU#: 843211 Rev. 12/8/2021 DEPTH T 1" DEPTH 5.51" MATTITUCK HEIGHT 72" HEIGHT 35.06" FIBER NAMING WEIGHT 43.7 LBS F77�1 81.57 LBS 415 ELIJAH'S LANE CONVENTION r,--�ANTENNA SPECS ANTENNA SPECS ANTENNA SPECS MATTITUCK,NY 11952 ��SCAL�ENOT �,�SCALE SCALE: TO�SCALE ��SCAL�ENOT TO SCALE (I�SCAL'E NOT TOSCALE""" EXISTING 107'-6"MONOPOLE 'k W w 1 ISSUED FOR: o ��� 0 1 REV DATE DR\\N DESCRIPTION DES./QA F-1 1 3/29/23 GAC CONSTRUCTION NRJ 2 4/10/23 hm CONSTRUCTION 3 4/IR/23 Y." CONSTRUCTIONNIT) 4 6/8/23 YX CONSTRUCTION %rrj 5 6/16/23 Yx CONSTRUCTION C)F NEV/ MEET sz/ 9 co q LLr RRU SPECS 1036HO RRU SPECS MANUFACTURER SAMSUNG MANUFACTURER SAMSUNG M, MODEL # B2/1366A RRH ORAN 135/1313 RRH ORAN RAYCAP - RC3DC-3315-PF-48 (RF4439d-25A) MODEL # WEIGHT (WITHOUT OUT MOUNTING HARDWARE): 21.4 LBS SAMSUNG RT4401CA-CBRS RRH (WIDTH 14.96 WIDTH 14.96" SIZE ) S IZE (�HxWxD): 25.66xI5.73x10.25 IN. " WEIGHT (FULLY EQUIPPED): 18.64 LBS RATED WIND VELOCITY: 150 MPH (SUSTAINED) DEPTH DEPTH 9.05" OPERATING TEMPERATURE: -49 C TO +80* C SIZE (HxWxD): 16.2x11.4x5.5 IN. 10.04" PDS ENGINEERING D.P.C. HEIGHT 14.96" HEIGHT 14.96" NOMINAL OPERATING DC VOLTAGE: 48 VDC VOLTAGE PROTECTION RATING (VRP): 400V CERT. #: 0103685 WEIGHT 74.7 LBS WEIGHT 70.33 LEIS Expires 11/30/23 IT IS A VIOLATION OF LAW FOR ANY UNLESS THEY ARE ACTING UNDER THE DIRECTION] OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. �-�RRH SPECS SPECS R SPECS RC3DC-3315-PF-48 SHEETNTJMBFP- REVISION: RRH S CT To (:5)SRC H RAYCAP S 0 NOT To 6 SCALE: NOT TO SCALE ALE- N SCALE ALE N SCALE (�SCALLENOT TO SCALE -5 5 C J , verizon �y p� 180 WASHINGTON VALLEY ROAD ALPHA, SUA,G1i�17M/�■■■ A BEDMIN;STER,NJ 07921 L0iN ,A**&sE CROWN CASTLE kc'':'" 4G`$:` >!Q*`$`�44 'Lt4ia>}`.- ems. 'NEB` L _ ` - 1200 MACARTHUR BLVD,SUITE 200 MAHWAH,NJ 07430 9 R' . 'A'•d C BR Mel x Ha. B T G R P 2 aos ExcntEErswc.ay.c -.�k"-.•'*' - r'F {-,. St:ITE]99IltOE0. .� '(918159]s6i9 VERIZON SITE NUMBER 144803 ?,r: 'm , ti .• • i BU#: 843211 ty ° MATTITUCK ! f f ! i a +t t e f p ............. 415 ELIJAH'S LANE p ! 1 ! q s [ t £ 8 ! R t • - ! � t t t t s t + f R A MATTITUCK,NY 11952 EXISTING 107'-6"MONOPOLE t 1 t 1 1 A # f t R t r t ! 4' p 4 f t • ISSUED FOR zs en�.a m m•^s a Qa a s®a re s ac, f REV DATE DRWN DESCRIPTION DES./Q. IFt f * r b 6 {'11 '£°' 5/29/23 cnc CONSTRUCTION vT7 ! +r rr ae s e..s+9 ie s eF.►w 9'c c•s ,ee>a 9+:At.]�a,es .s..w s w w E 1 # °��"13 f f '+� z a/Io/zs MTI coNsTRucrtov -N1TJ 9c,.,y& g; $ ,! f -'IMw' F f 3 4/19/23 YS CONSTRUCTION S+TI ! f ! f $ •ro ' I g; p ! f 4 4 G/1/11 lx CONSTRUCTION \m 5 6/16/23 Yx coN.crnurnoN arq ! 1 tl 9 6 99r ea t ! Eke i xe?z Ari 2 Es:o s 1 ► �F=4a t i is+'-1OiF '�`I 't���gyp �Ti�i(y�a�s '9 t�A� ; t :y 91�.£ ;+� kp T"+^`'P"• .t O t 1 f i f ,AllLu f(pi{f{ �71 ..gsx9.Fr B5/B13 RRH ORAN (RF4440D- 13A) PDS ENGINEERING D.P.C. B 2/B 6 6A R R H 0 RAN CERT. #: 0103685 (RF4439D-25A) _ Expires 11/30/23 IT Is A VIOLATION OF LAW FOR ANY PERSON, UN LES THEY ARE LICENSED ACTING PROFESSIONAL HE DIR C ON OF A TO ALTER THIS DOCUMENT. PLUMBING DIAGRAM SHEET NUMBER REVISION: SCALE: NOT TO SCALE C-6 8" PVC PLUG TO ANTENNA COAX TO ANTENNA COAX � 8" PVC PLUG CPLG. (THRD.) IN GRADE verizon i /^ COPPER/GALVANIZED GROUND BAR / /�— COPPER/GALVANIZED GROUND BAR 4 180 W»SHINGTON VALLEY ROAD 0 0 0 00000000000000 0 0 0 0 0 0 0 0 00 0 0 0 0 o m BEDMNSTER,NJ07921 0 0 0 00000000000000 0 0 0000000000000 1+111 SUBGRADE n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o t7 w l o #2 SOLID (TEST LOOP) CO DUCTSOLID TINNED COPPER z CROWN CONDUCTOR TO TOWER/SHELTER z NOTCH SIDES OF 8" PVC SCH 40 PIPE I- TWO HOLE LONG BARREL COMPRESSION LUG GROUND RING (2 TYP. FOR 2 n TO ALLOW EXIT/ENTRANCE OF CASTLE TWO HOLE LONG BARREL BOTTOM GROUND BAR ONLY) o 4E..T.Ell GROUND RING WIRE COMPRESSION LUG (TYP) (TYP) cc j - 1200 MACARTHUR BLVD,SUITE 200 NOT S NOTES — TNUL-1WAH,NJ 07430 1. DOUBLING UP "OR STACKING" OF CONNECTIONS IS NOT PERMITTED. 1. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. tOj \\� TRENCH BOTTOM 2. EXTERIOR ANTIOXIDANT JOINT COMPOUND TO BE USED ON ALL EXTERIOR CONNECTIONS. 2. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO TOWER STEEL (TOWER ONLY). 1 2/0 TINNED CU EXTERNlLL 3. GROUND BAR SHALL NOT BE ISOLATED FROM TOWER. MOUNT DIRECTLY TO ANTENNA MOUNT STEEL. 3. GROUND BAR SHALL BE ISOLATED FROM BUILDING OR SHELTER. CADWELD TEST LOOP TO TOWER GROUND RING WIRE A:3 B+T G R P GROUND RING WIRE NOTES 5/B" 0 x 10'-0" LONG COPPER CLAD GROUND ROD oos er+clr+tEnwe,o.r.c. 1717 w�E 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE ru°sn,ox inns VERTICAL >�fsiel sel.am° 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. (WHICH EVER IS GREATER) AS PER N.E.C. ARTICLE 250-50(D) ANTENNA SECTOR GROUND BAR DETAIL TOWER/SHELTER GROUND BAR DETAIL 3SCALE: NOT INSPECTION WELL DETAIL 1 SCALE: NOT TO SCALE 2 SCALE: NOT TO SCALE TO SCALE VERIZON SITE NUMBER: 144803 BU#:843211 MATTITUCK STAINLESS STEEL BOLT 415 ELITAH'S LANE STAINLESS STEEL MA 1 1I1 UCH NY 11952 TO TOWER MOUNTED EQUIPMENT FLAT WASHER (TYP),_ MONOPOLE 2—HOLE CRIMP/ TO ANTENNA—.,, COMPRESSION % (TYP) EXISTING 107'-6"MONOPOLE \I \ ANTENNA GROUND BAR CONNECTOR LOCATED AT MCL (BONDED TO TOWER STEEL) GROU140 BAR STANDARD COAX ,I 2 HOLE LUG (TYP) CABLE GROUND KIT --- STAINLESS STEEL FLAT WASHER (TYP) , STAINLESS STEEL —� (TYP) ISSUED FOR#5 STRANDED CU WIRE W � 6" WIDE METALLIC HTELGREEN, 60OV, THBELLVILLE WASHER STAINLESS STEEL NUT GRADE WARNING/LOCATOR TAPE AT REV DATE DRWN DESCRIPTION DES./QA INSULATION (OR AS PROVID (TYP) (TYP) 12" DEPTH 1 3129/2i GAC CONSTRUCTION WTJ WITH GROUND KIT) (TY SINGLE CONNECTOR AT GROUND BARS N 2 4/10/23 MTJ CONSTRUCTION NIT) - STAINLESS STEEL BOLT w 1 / Yd J-�4 3 ?/I8/23 YX CONSTRUCTION MTJ MECHANICAL CONNECTION z -� 4 6/R/23 YX CONSTRUCTION NTTJ (TYP) STAINLESS STEEL 6/16/23 YX CONSTRUCTION NIT7 FLAT WASHER w.;g COAX CABLE COAX GROUND BAR WITH o EXOTHERMIC WELD INSULATORS, CONNECTED (TYP FOR ALL) \•, DIRECTLY TO THE BOTTOM DRAGON TOOTH WASHER OF MONOPOLE. SEE NOTE 1. (TYP) ------------- STEEL TO BTS EQUIPMENT VIA ,f 1 TRAY OR ICE BRIDGE 2/0 ER WI BARE \ COPPER WIRE 2—HOLE CRIMP/ ` ®G. ` �(F STAINLESS STEEL GROUND RING °2 COPPER WIRE MONOPOLE PIER COMPRESSION \ SOLID, TINNED FOR CARRIER AND ICE FLAT WASHER CONNECTOR BRIDGE GROUND LOOP ! q GROUND WIRE (TYP) SEE NOTE 3 STAINLESS STEEL NUT STAINLESS STEEL GROUND RING 2/0 FOR GROUND WARE \ BELLVILLE WASHER (TYP) TOWER GROUND LOOP (TYP) }t{-----ii --,64-c-4 SINGLE CONNECTOR AT STEEL OBJECTS INSPECTION WELL�" i EXOTHERMIC WELD (TYP) NOTES STAINLESS STEEL STAINLESS STEEL SELF-DRILLING FIAT WASHER 1. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA METAL SCREW fi r\ LOCATIONS AND CONNECTION ORIENTATION. COAXIAL CABLES EXCEEDIN CLAD STEEL ROD W/MIN. G 200 FEET ON THE (TYp (TYP) GROUND ROD COPPER y `� i L t TOWER SHALL HAVE GROUND KITS AT THE MIDPOINT. PROVIDE AS REQUIRED. \ 5/8 9 x 10'-0" LONG O 2. ONLY MECHANICAL CONNECTIONS ARE ALLOWED TO BE MADE TO CROWN CASTLE USA INC. 2-HOLE CRIMP/ TOWERS.ALL MECHANICAL CONNECTIONS SHALL BE TREATED WITH AN ANTI-OXIDANT COATING. COMPRESSION 5k0� _ CONNECTOR ® ,g 3. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE / METALLIC OBJECT NOTES, RECOGNIZED EDITION OF ANSI/TIA 222 AND NFPA 780. DRAGON TOOTH WASHER 1. GROUND ROD SHALL BE DRIVEN VERTICALLY, NOT TO EXCEED 45 DEGREES FROM THE (TYP) VERTICAL SINGLE CONNECTOR AT METALLIC/STEEL OBJECTS 2. GROUND WIRE SHALL BE MIN. 30" BELOW GRADE OR 6" BELOW FROST LINE. PDS ENGINEERING D.P.C. (WHICH EVER IS GREATER)AS PER N.E.C.ARTICLE 250-50(D) CERT. #: 0103685 :r Expires 11/30/23 . - IT IS A VIOI-VnON OF LAW FOR AN7 PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION TYPICAL ANTENNA CABLE GROUNDING 5 HARDWARE DETAIL FOR EXTERIOR CONNECTIONS AGROUND ROD DETAIL OF A LICENSED PROFESSIONAL ENGINEER, G TO ALTER THIS DOCUMENT. SCALE: NOT TO SCALE SCALE: TO SCALE v SCALE: NOT TO SCALE SHEET NUMBER REVISION: G-1 5 • � t WIRE SIZE BURNDY LUG BOLT 512E n6 AWG GREEN INSULATED YA6C-2TC38 3/8" - 16 INC S 2 BOLT verizon , TYPE HS TYPE 2-YA-2 TYPE XA TYPE YA-2 TYPE GY #2 AWG SOLID TINNED YA3C-2TC38 3/8" - 16 NC S 2 BOLT #2 AWG STRANDED YA2C-2TC38 3/8" - 16 NC S 2 BOLT 180 WASHINGTON VALLEY ROAD BEDMINSTER,NJ 07921 #2/0 AWG STRANDED YA26-2TC38 3/6" - 16 NC S 2 BOLT #4/0 AWG STRANDED YA28-2N 1/2" - 16 NC S 2 BOLT TYPE W iYPE VN TYPE N TYPE SS TYPE GR BURNDY GROUND LUG W/ CROWN LONG BARREL /-HEAT SHRINKCC (SEE CHART) / (CLEAR) CASTLE NUT rGROUNDING 1200 MACARTHUR BLVD,SUITE 200 (TYP) / CONDUCTOR LOCK WASHER 1 /! MAHWAH,NJ 07430 (TYP) \ TYPE VS TYPE V9 TYP P TYPE GT' J13 NOTE: GROUND BAR BOLT B+j GRP -((SEE CHART Poswcwrfawa.or.c. 1. ERICO EXOTHERMIC "MOLD TYPES"SHOWN HERE ARE EXAMPLES. CONSULT WITH CONSTRUCTION MANAGER FOR SPECIFIC ( ) +t+]s9ouLDER MOLDS TO BE USED FOR THIS PROJECT. (TYP) suIm_ TIRSA DK]<119 2. MOLD TYPE ONLY TO BE USED BELOW GRADE WHEN CONNECTING GROUND RING TO GROUND ROD. BURNDY TWO HOLE LUG W/ e�mnL�niva1— LONG BARREL (SEE CHART) CADWELD GROUNDING CONNECTIONS SCALE: NOT TO SCALE BARE WIRE TO BE NO—O% AT BOTH ENDS STRANDED (GREEN INSULATED) ONLY FOR #6 AWG VERIZON SITE NUMBER: TO ANTENNAS (SEE CHART) 144803 WEATHERPROOFING KIT (SEE NOTE 3) (TYPICALLY) ANTENNA CABLE--- ---� 12"TO 24" BU#:843211 120" MAX. R%2VTXITX' WEATHERPROOFING 1 KIT(TY NOTES. MATTITUCK GROUND KIT 1. ALL GROUNDING LUGS ARE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. COAX JUMPER (TYP.)- (TYP) ALL HARDWARE BOLTS, NUTS, LOCK WASHERS SHALL BE STAINLESS STEEL. ALL 41 S ELIJAH'S LANE 1 I t HARDWARE ARE TO BE AS FOLLOWS' BOLT, FLAT WASHER,GROUND BAR, GROUND LUG, j FLAT WASHER AND NUT. MATTITUCK, 11952 CONNECTOR -6 AWG MECHANICAL LUG CONNECTION WEATHERPROOFING KIT°6 AWG STRANDED COPPER GROUND WIRE j �� (TYP. SEE NOTE 2) COPPER/GALVANIZED 2 SCALE: NOT TO SCALE EXISTING 107'-6°MONOPOLE (GROUNDED TO GROUND BAR). SEE NOTE t & 2 -dI COAX GROUND BAR - `"of BONDED DIRECTLY TOWER I CABLE GROUND KIT CABLE CONNECTOR-- — ANTENNA CABLE '�6 AWG MIN. FROM ANTENNA TO BTS EQUIPMENT (TYP.) CABLE GROUND KIT NOTES* ISSUED FOR: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND REV DATE DR\\'N DESCRIPTION DFS./QA WIRE DOWN TO GROUND BAR. NOT S: 1 3/29/23 GAC CONSTRUCTION a1T] 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR 2 4/10/23 N1TJ CONSTRUCTION )tTJ RECOMMENDED BY CABLE MANUFACTURER. 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. GROUND BAR ON SHELTER. ICE 3 4/Ifl/23 YC CONSTRUCTION MT) 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT,COLD SHRINK SHALL NOT BRIDGE. OR ON ANTENNA TOWER a !./fl/23 ]7: CONSTRUCTION STTJ BE USED. 2. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT RE USED. 5 G/16/23 YX CONSTRUCTION MTJ CABLE GROUND KIT CONNECTION OQQO�O Oiiloo 3 SCALE: NOT TO SCALE OO QO 4 GROUND CABLE CONNECTION o 0 SCALE: NOT TO SCALE 'TWO HOLE LUG, OR GROUNDING SHALL BE �� Al � 3/8-11x1" TAMPER J� EXOTHERMIC WELD TO BE USED ELIMINATED WHEN GROUND BAR kk!!11 IS ELECTRICALLY BONDED TO �.- RESISTANT BOLT WITH #2 AWG BARE CONDUCTOR METAL TOWER p� (TYP) WIRE TO BUILDING SERVICE J jk D G INSULATORS GROUND OR GROUND RING ` ��/ �� SEE NOTE 2. GD (TYP) ® �. 0 GROUNDWIRE INSTALLATION ` o WALL BRACKET 0 (TYP) 0 0 NOTE: MINIMUM OF — S/S NUT 5 SCALE: NOT TO SCALE 0 0 3 THREADS TO BE (TYP) L(/ ® 0 VISIBLE n In."s:s ((, 0 0 0 WASHSP ERLIT + GG py \ ' 0 0 2 HOLE LONG (ttP) '�2 TINNED SOLID IN 3/4" LIQUID TIGHT PIPE c`a ' ?'6 0 BARREL TINNED CONDUIT FROM 24" BELOW GRADE TO 0 UNIVERSAL COPPER SOLID COPPER S/S FLAT WITHIN 3"TO 6"OF CAD-WELD �Cr \� 0 GROUND BAR (4"x20") LUG C ® WASHER TERMINATION POINT. EXPOSED END OF J. SZ LOCK WASHERJ (TYP) (TYP) THE LIQUID TIGHT CONDUIT MUST BE P/N M10 SEALED WITH SILICONE CAULK. (TYP) 1, TWO-HOLE CADWELD _ PDS ENGINEERING D.P.C. COMPRESSION LUG TIN COATED SOLID (IYP) CERT. 0103685 COPPER BUS BAR S/S FLAT „ r. ITO WASHER 1 I Expires 11/30/23 1. DOWN LEAD (HOME RUN) CONDUCTORS ARE NOT TO BE INSTALLED ON CROWN CASTLE CHERRY INSULATOR (TYP) I IT IS A VIOLATION OF LAW FOR ANY PERSON, USA INC. TOWER. PER THE GROUNDING DOWN CONDUCTOR POLICY OAS—STD-10091. NO INSTALLED IF REQUIRED I UNLESS UTt ,RE ACTINGUNDERTNGLN'EP, MODIFICATION OR DRILCMG TO TOWER STEEL IS ALLOWED IN ANY FORM OR FASHION, S/S BOLT TIE INTO EXISTING GROUND RING OFA LICENSED PROFESSIONAL ENGINEER L."--- CAD-WELDING ON THE TOWER AND/OR IN THE AIR ARE NOT PERMITTED. (TYP) 70 ALTER THIS DOCUMENT. 2. OMIT INSULATOR WHEN MOUNTING TO TOWER STEEL OR PLATFORM STEEL USE INSULATORS WHEN ATTACHING TO BUILDING OR SHELTERS. SFIEET NUMBER: REVISION: jl�GROUND BAR DETAIL LUG DETAIL TRANSITIONING GROUND DETAIL G-2 C� 6 SCALE: NOT TO SCALE 7 SCALE: NOT TO SCALE 8 SCALE: NOT TO SCALE