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�o�sUEFQI,�coG Town of Southold 9/1/2017 P.O.Box 1179 � , 53095 Main Rd Gy.�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39191 Date: 9/1/2017 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 165 Peconic Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 75.-5-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/12/2015 pursuant to which Building Permit No. 39760 dated 5/12/2015 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: modificaiton of existing telecommunication facility and cabinet equipment as applied for. The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 17-45824 8/30/2017 PLUMBERS CERTIFICATION DATED u ho ' Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . 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#: 39760 Date: 5/12/2015 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: modify an existing telecommunication facility & add cabinet equipment to the northerly tower per Planning approval. Replaces BP# 37999 At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 5/12/2015 and approved by the Building Inspector. To expire on 11/10/2016. Fees: PERMIT RENEWAL $250.00 Total: $250.00 Bui k in Inspect 4�SUF�®t'r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 37999 Date: 5/3/2013 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: modify an existing telecommunication facility & add cabinet equipment to the northerly tower per Planning approval At premises located at: 165 Peconic Ln, Peconic SCTM # 473889 Sec/Block/Lot# 75.-5-14.1 Pursuant to application dated 1/25/2013 and approved by the Building Inspector. To expire on 11/2/2014. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -ACCESSORY BUILDING $50.00 Total: $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1, Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer-responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I, Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$I5.00 Date. fgjari 1 1:4, z- o t 3 *Upgrade/Modification to existing public utility wireless telecommunications tuiliity New Construction: X Old or Pre-existing Building: (check one) Location of Property: 165 Peconic Lane Peconic House No. Street Hamlet Owner or Owners of Property: Town of Southold Suffolk County Tax Map No 1000,Section 75 Block 5 Lot 14.1 Subdivision Filed Map. Lot: Permit No. �"(7�j(� Date of Permit. Applicant-New Cingular Wireless PCS,LLC("AT&T") Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 50.00 New Ci lar ' e CS,LLC B p icant ignature Doug Hall,President of Shore 2 Shore Wireless,Inc., Agent for Applicant Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Trius Electric Co. Inc. AT&T Cell Site 42 Newton Boulevard 165 Peconic Lane Freeport, NY 11520 Peconic, NY 11958 Located at: 165 Peconic Lane, Peconic, NY 11958 Application Number#: 17-45824 Certificate M 17-45824 _ Electrical License#: 4291 Section: Block: Lot: Building Permit#: 39760 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Cell Site - NYNYNY0229 -Antennas/Battery Cabinet A visual inspection of the premises electrical"system, limited to.electrical devices and wiring to ' the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 30th day of August 2017 Name QTY Inverter Circuit-24 V 12 BBU Terminal Box 1 VC-6 Terminal Box 1 Electrical Inspector: Anthony Giordano / \ (APPROVED ...... SEP 1 1 2017 BinLDINGDEPTThis certificate is-not-valid unless raised seal is present. so�lyo couHn,N�'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 N o [ ] FOUNDATION-1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR �� OF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: nn 1 rvv ylo#;v, kfo ru �Pn W+ fA ww( , k K h w, to m o o", Q l� � C r � —. �,'n �„�► Ing C:� -� DATE Y INSPECTOR • 300 Broadacres Drive Bloomfield,NJ 07003 Tel:(201)571-0730 Fax:(201)5710650 December 27,2016 Town of Southold Building Department Town Hall 54375 Route 25 Southold, NY 11971 Subject: Professional Engineer's Certification Letter AT&T Site ID#: NYNYNY0229 AT&T USID#: 5678 AT&T Site Name: Southold Permit No: 39760 Section, Block& Lot: 75.-5-14.1 165 Peconic Lane, Peconic, NY Latitude: N 41°02' 28.79"; Longitude: W 72°27' 31.57" Dear Sir: This letter is to certify that Bechtel Associates Professional Corporation visited the AT&T telecommunications facility located at 165 Peconic Lane, Peconic, NY 11958 on December 21,2016;on behalf of AT&T,for the purpose of closing out documentation for Building Permit#37960 and to certify that the existing construction/facility conforms to the Building Permit and the Town approved Construction Drawings(T01 through E05 Rev. 2, dated January 10,2013). The facility as installed conforms with all applicable Town and New York State Building Codes. OF Resp t s Rteld :.,4- �0 U 7 Rich d d NY Lic Bechtel A S O� sional Corporation i PLUMING MULATIONPERN.Y. STATE ENERGY . 1 r MM"WA ! 1 1 .ire,� • ! ! W/E 'PAP , s �;o s LAM, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 �� 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E:C. �s Trustees Flood Permit Examined 3 20JI _ Storm-Water AssessmentForm Contact: Attorney for Applicant: . Approved S 20I Mail to: 'Re;Nielsen,Huber&Coughlin,LLP Disapproved a/c, 36 N.New York Ave.;Huntington,NY 11743 Phone: 6314254100 Expiration 20 , - .0ding Inspector -APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by„typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule.' b.Piot plan showing location of lot and ofbuildings-on premises,relationship to adjoining premises or public streets or f areas,and waterways. c.The work'covered by this-application-may notbe commenced before issuance of Building Permit. d.Upon'approval of this application,the'Building Inspector-will-issue aBiiilding Permit to the applicant.,Such a permit shall be kept on the premises available for inspection throughout the work. e,No building shall be occupied or-used in whole`or"in part for,any purpose what so.ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if-the work authorized has not commenced,within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing' the extension of the permit for an addition six months.Thereafter,a new.permit shall,be required., APPLICATION IS,HEREBY MADE to the Building Department for the,Wdance-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 Regulations,for the construction of buildings,additions,,or alteratiops or for-reinoval or demolition as 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 building for necessary inspections. ` New Cingular Wireless PCS,LLC (Signature of applicant or name,if a atbjy) Limited Liability Company 1444 E.Jericho Tpke.,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner,lessee,aged,'architect;�engirieer,general contractor,,electriciari,plumber or builder Avolicarit is Lessee Name of owner of premises Town of Southold limited liability company (As on the tax roll or latest deed) W m�p ria Signature of duly authorized officer 11Narne and;titlelh' tsicsxff ) Doug Hal ,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Builders License No. Plumbers License No'. N/A Electricians License No.' Other Trade's License No. 1. Location of land on which proposed work will be done: Town of Southold Police Station 165 Peconic Lane Peconic NY House Number Street Hamlet ` County Tax Map No. 1000, Section. . 75 Block 5 Lot 14.1 Subdivision Filed Map No. �JtQ �tfa4 • . �,.:i- e �.IIQ00&631fI O .01 Y tttr.,�,;� .� � 1►� ul ka:aatiltzta+glf - _..:-.a}c ..� .::�H �:•,airl;�?I ,i➢tai:tit�tta�a'A S Q�lyo! o Toxo Hall Annex / 4 Telephone(631)765-1802 54375 Main Road gg QQ22 - P.O.Box 1179 • O roaer.richeCA rtCc�own SOU 1101tl.ny us Southold,NY 11971-0959 . D CC�CO�C BUILDING DEPARTMENT D TOWN OF SOUTHOLDj APPLICATION FOR ELECTRICAL INSPECTION JUL ® � 201] REQUESTED BY: Date:--�! 2 50U OLD Company Name: � Name: License No.: Address: 2, �- -Phone No.: _ — 14 L O = JOBSITE INFORMATION: (*Indicates required information) *Name: C, *Address: _ e C&Vt *Cross-Street:- *Phone No.: ' Permit No.: Tax Map District: 1000 Section: Block: *BRIEF ESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES O Rough in Final *Do you need a Temp Certificate: YES NO Ternp Information(it needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION L)/M Ct An n B2-Request for lnspectlon Form 0 � f� " FOR INTERNAL USE ONLY , SITE PLAN USE DETERMINATION Initial Determination 3 �uo - Date: Date Sent: / f ��.—_.�--- Project Name: I6�2 Project Address: Zoning District: De O — Suffolk County Tax Map No-A 000--1— - 6,06) Request: 04, 402X1 1 (Note: Copy of Bui ding Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: '1 Signature of Building Inspector Planning Department (P.D.) Referral: Date of Comment: P.D. Date Received: � Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date:—/—/— Decision: ate:_ 1Decision: sionnhirP of Ruildina InsnPctor FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date Date Sent: J q L3 Project Name: Project Address:�d by&r aLarG /4 PPS-v�'C Suffolk County Tax Map No.:1000-_j 5 - �5 -Lj4.1 Zoning District: OC.- Request: A44 (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: VAS Initial Determination as to whether site plan is required: 7(}3 Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / �! ,+` = Date of Comment:A— �� ! i - f Com ents: s;e- 2vl�t� Si Oatafb of planning Dept.-Sta eviewer Final Determination Date: / / APR 7 2 2013 Decision: SLU6 ULF1 - TOWN 0,innniuro of Ruildina Insnector MAILING ADDRESS: PLANNING BOARD MEMBERSP.O.Box 1179 DONALD J.WILCENSHI O��®f SOyQI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III a (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR ®!e,'COU '� Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Planning Dir ctor'-'�' Date: April 12, 2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE modifications and upgrades SCTM#1000-75.-5-14.1 Lattice Tower at 165 Peconic Lane, Peconic As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed LTE modifications pursuant to §280-74 13(2), and has received a report from our wireless technical consultant, Cityscape, Inc. We have the following recommendations for this application: 1. The application is not in compliance with all the General Requirements §280-70. In particular, the existing structure is not capable of safely handling the load proposed according to our consultant Cityscape(see attached report from Cityscape, as well as the Structural Modification Report from GPD Group dated October 18, 2012). The tower, structure must be brought into compliance prior to any wireless modifications being done. The applicant has stated to our consultant that they will do so, and it is our recommendation that the following be completed prior to a building permit being issued for the wireless LTE modification: a. Upgrade the tower structure as per the Structural Modification Report from GPD Group dated October 18, 2012 (attached). b. Require the applicant to notify Planning and our consultant Cityscape when the �J structural upgrades have been completed, and obtain certification from Cityscape that the structural upgrades have been constructed as approved. 2. Once the structural upgrades have been verified as completed by our consultant Cityscape, the building permit for the wireless LTE modifications may be issued. The proposed LTE modifications and upgrades shall be consistent with the construction drawings dated January 10, 2013. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD MEMBERSP.O.Box 1179 DONALD J.WILCENSKI so yQlo Southold,NY 11971 Chair � OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex Ahc PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III :r1h (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �ly�oUN1`1,� Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE ® E C E � V E TOWN OF SOUTHOLD 6 -.2013 MEMORANDUM BLDG DEPT, TOWN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP,Planning Director qL Date: April 30,2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 =Lattice Tower at 165 Peconic Lane,Peconic The Planning Department has received a revised report from our Wireless Technical Consultant, Cityscape, Inc., regarding the proposed LTE modifications for the subject site referenced above. The up-dated report(see attached report) states that the previously required structural modifications are not required and a Building Permit may be issued at this time. Thank you for your cooperation. 37 c7 MAILING ADDRESS: PLANNING BOARD MEMBERS ®F S®(/ P.O.Box 1179 DONALD J.WILCENSKI �/y® Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY y 54375 State Route 25 JAMES H.RICH III • �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOWN N Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 D (� nn PLANNING BOARD OFFICE L5 U TOWN OF SOUTHOLD!! FEB 1 2014 MEMORANDUM BLDG DEPT TOWN OFSOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director J Date: February 14, 2014 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-75-5-14.1 165 Peconic Lane, Peconic The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted a final site inspection of the LTE modifications referenced above on January 29, 2014. Based on that site inspection, we have received a report from our consultant stating that all changes and modifications have been constructed in accordance with the provided construction drawings. We have found that the LTE modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW e 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J.NIELSEN January 24, 2013 By Hand Mr.Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS,LLC ("AT&T") Proposal to modify existing telecommunications facility at Premises: Southold Police Station, 165 Peconic Lane(a/k/a 41815 or 41405 Main Road) Peconic,New York 11958 SCTM#: 1000—75—5— 14.1 Dear Mr. Verity: We are the attorneys for AT&T in connection with its proposal to upgrade its existing facility at the subject premises. The modification proposed is part of AT&T's "LTE" (Long Term Evolution) project which will allow AT&T to provide better,faster and more reliable service in the Town. The Middle Class Tax Relief and Job Creation Act of 2012, codified at 47 United States Code §1455 (a copy of which is enclosed) provides 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." We respectfully submit that this proposal is an "eligible facilities request" pursuant to 47 U.S.C. §1455(a)(2) as it proposes only to replace and collocate certain transmission equipment on the existing tower and modify equipment inside its existing equipment shelter. As such, the proposed modification will not "substantially change the physical dimensions" of the existing tower or base station. Moreover, the Telecommunications Act of 1996, codified at 47 United States Code § 332, as interpreted by the Federal Communications Commission ("FCC") in its Declaratory Ruling 09-99 and Order On Reconsideration 10-144, requires that applications such as AT&T's be processed within 90 days. We enclose the following in support of the proposed eligible facilities request: 1. Town of Southold Building Permit Application form detailing the eligible facilities request; 2. Building Permit Application fee: Check of Bechtel Corporation (Check No. 1147) in the amount of$500.00; 3. Two (2) counterparts of RF Exposure Analysis prepared by Bernard Morgan of Bechtel Communications, Inc., and dated January 14, 2013, demonstrating the project's compliance with the FCC's Maximum Permissible Exposure regulations; New Cingular Wireless PCS,LLC(AT&T) Proposal to modify existing facility at Southold Police Station January 24,2013 Page 2 of 2 4. Two (2) counterparts of Structural Analysis Report, prepared by GPD Group, dated October 18, 2012, documenting the facility's structural compliance with local, state and federal codes; 5. Copies of AT&T's FCC Licenses; 6. Copy of Deed; 7. Copy of Lease Agreement between Town of Southold and AT&T,then doing business as Cellular Telephone Company, dated March 27, 1991: 8. Copy of AT&T's Certificate of Occupancy No. Z-22275, dated April 23, 1993 and related Building Permit No. 19745Z, dated March 28, 1991; 9. Copy of property survey prepared by John Gallacher, dated October 30,2003; and 10. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Bechtel Associates Professional Corporation,revision 2, dated January 10, 2013. We respectfully request that the instant proposal be processed in accordance with the above and that the appropriate Permit be issued at this time. We respectfully request that our office be contacted when the Permit is ready to be picked up. We can be reached at(631)425-4100. Very truly yours, RE,NIELSEN HUBER&COUGHLIN,LLP By: o n Coug JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza,Planning Director M RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YOR$ AVENUE HUNTINGTON, NEw YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J. NIELSEN April 17, 2013 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS,LLC ("AT&T") Proposal to modify existing telecommunications facility at Premises: Southold Police Station, 165 Peconic La. (a/k/a 41815 or 41405 Main Rd.) Peconic,New York 11958 SCTM#: 1000—75 —5 — 14.1 Dear Mr. Verity: On behalf of AT&T, and pursuant to your office's request, we enclose, herewith, the following documents: 1. Application for Certificate of Occupancy; and 2. Bechtel Corporation Check number 1271 in the amount of $50.00, which amount represents the required Certificate of Occupancy fee. We respectfully request that our office be notified once the Building Permit is issued so that we may pick up same from the Town. Thanking you for your courtesies,we remain Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: �—�4oh u hlin JJC:mk Enclosures pF SO(/lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �4UNT`l,N BUILDING DEPARTMENT TOWN OF SOUTHOLD April 1, 2014 Re, Nielson, Huber & Coughlin LLP 36 N. New York Avenue Huntington, New York 11743 RE: AT & T, Southold Town, 165 Peconic Lane, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certifi - -/2e,(d*P A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT- 37999-Z modify existing facility 2015710650 Bloomfield NJ Fax—Bechtel AT& 04:23.25 p.m. 11-20-2014 1 /3 • 13ECHTEL COARAMCATIONS 300 Broadacres Drive,2°1 floor—Bloomfield,NJ 07003 11/20/14 C �\ Town of Southhold I J -]U Attn:Building Department `� NOV 2 1 2014 Town Clerk`s Office u 53095 Route 25/54375 Main Road PO BOX 1179 DG DEPT Southold,NY 11971 - TOWIN'Or SOUTHOLD T:631-765-1802 F:631-765-9502 RE:AT&T LTE Building Permit#37999,New Cingular Wireless @ 165 Peconic Lane (#NYNYNY0229) Per our conversation today with Tracy we would like to renew the above referenced building permit for an additional(6)months.We are under the impression that we can extend the permit at no additional cost until 05/03/15.We will work with Roger Richards to continue to closeout the electrical portion of our scope. Please send all renewal documentation/revised permit correspondence to the below email/fax. Attachments: (1) Copy of building permit. Sincerely Yours, Ryan Notarfrancesco Construction,AT&T LTE Project Bechtel Communications,Inc 300 Broadacres Drive,2nd Fir Bloomfield,NJ 07003 P:201-403-7594 R 201-571-0650 jnotarf@beebtel.com Bechtel Confidential Bechtel Corporation 20I4.Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used,disclosed,or reproduced in any fannat by any non-Bechtel party without Bechtel's prior written permission.All rights reserved. i 1 Bechtel Infrastructure and Power Corporation 300 Broadacres Drive,Suite 250,Bloomfield,NJ 07003 May 6, 2015 Town of Southold Town Hall Annex Building 54375 Route 25 Southold, NY 11971 (631) 765-1802 Attn: Michael J. Verity Re: Permit#37999 Renewal—165 Peconic Lane Dear Mr.Verity: New Cingular Wireless PCS, LLC ("AT&7) would like to request an extension for the above referenced permit. A check in the amount of $250.00 is enclosed with this letter for the permit renewal fee. Please send the renewed permit to the following address. Bechtel 300 Broadacres Drive Suite 250 Bloomfield, New Jersey 07003 Attn: Jung Lee Please feel free to contact me at 201-571-0638 or "lee3@bechtel.com if you have any questions or need any additional information regarding this matter. Thank you for your assistance. Sinc e Jung Site Acquisition Coordinator Bechtel Infrastructure and Power Corporation—AT&T Mobility Project PNI M AY - 7 2015 �� GI DG DEPT Or SOUIHOLD pF SO�jj�,ol k Town Hall Annex ® GG�� I� -J �( Telephone(631)765-1802 54375 Main Road 1 Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 '® December 5, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Re Nielsen, Huber & Couglin, LLP 36 N. New York Ave Hungtington NY 11743 Re: New Cingular Wireless, 165 Peconic Lane, Peconic NY TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. tE: Eng eer's letter regw ertifying all work done per NYS Building Code/Southold Town Building Co application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39760 — Modify Telecommunications Facility RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEw Yong AVENUE HUNTINGTON, NEw Yong 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J. NIELSEN December 30, 2016 By Hand D Mr. Michael Verity, D Building Department DEC 3 0 ?016 Town of Southold Annex Building 54375 Route 25 BUXDINO DEIN'. Southold,NY 11971 TOWNOFSOUMOLD RE: New Cingular Wireless PCS; LLC ("AT&T") Close out of Building Permit# 39760 Premises: Southold Police Station, 165 Peconic Lane Peconic,New York 11958 SCTM#: 1000—75 —5 — 14.1 Dear Mr. Verity: On behalf of AT&T, and pursuant to your office's request, we enclose, herewith, correspondence from a Professional Engineer, certifying that all work has been completed in accord with all applicable Codes. I have included copies of the underlying permit, as well as a copy of the December 5, 2016 Certificate of Occupancy checklist correspondence for ease of reference. We respectfully request that the Certificate of Occupancy be mailed to our office upon issuance. Please contact me if you require any more information or documentation to issue same. Thanking you for your courtesies, we remain Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: J Joug In JJC:aa Enclosures D CCS n V GPD Engineering and Architecture Professional Corporation Bechtel Communications APR 2 6 2017 Christopher Scheks 300 Broadacres Drive; Suite 250 520 South Main St., Suite 2531 Bloomfield, NJ 07003 Akron,OH 44311 (201) 571-0730 � �������� (614) 588-8973 T®�VV�1i OF SObJT'H®LD cscheks@gpdgroup.com GPD#2017723.03.5678.05 Rev. 1 March 20, 2017 REVISED POST MODIFICATION OBSERVATION REPORT AT&T DESIGNATION: Site USID: 5678 Site FA: 10074795 Client Site#: NYNYNY0229 Site Name: SOUTHOLD REVIEW CRITERIA: Codes: TIA/EIA-222-F,2006 IBC,2010 NYSBC&ASCE 7-05 104-mph(Fastest-Mile)with 0" ice 38-mph(Fastest-Mile)with 0" ice SITE DATA: 414 05 Route 25, Peconic, NY 11958,Suffolk County Latitude 410 2128.78411 N,Longitude 720 27'31.568"W Market: NYC/N N J 130'FWT Self Support Tower Mr. Richard Coad, GPD is pleased to submit this Revised Post Modifications Observation Report for the aforementioned tower. The purpose of this report is to provide a summary of the modifications and the hands on observation performed by GPD on 1/20/2017. This observation was performed in order to verify the structural repairs specified in the modification drawings by GPD (Project#: 2015700.03.5678.03,dated 5/28/2015). The modification drawings consisted of the following items: • 30'-0" t Install (3) 1"thick bridge stiffeners around the existing flange plates. • 10'-0" t Install (3) 1"thick bridge stiffeners around the existing flange plates. Upon comparison of the designed and installed modifications, it is in our opinion that the modifications_appear to be in conformance with the design documents. We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Communications. If you have any questions please do not hesitate to call. Respectfully submitted, NES r C� U W � •act Z Christopher J. Scheks, P.E. p�35� V'R l ,f°Is t ,�°za ,,� ► �^ New York#: 093566-1 '"; "Q� �_°-, 4 l ':: r'`'`'?" I-- New InAc Y���'i//lY yy1��`�s4,��`0l yiz W r �.eihy��V. C j� g f{ �,!ZW YPYiiRMWIM 0vl.'Aa 3-L 520 South Main Street.Suite 2531.Akron,Ohio 44311.330-572-2100 Fax 330-572-2101.www.GPDGroup.com GPD Engineering And Architecture Professional Corporation Pontino, Susan From: Pontino, Susan Sent: Friday, May 05, 2017 8:12 AM To: 'joec@com-cell.com' Subject: Southold ATT/Bechtel Regarding the email you sent on April 26`h stating there was no new electrical work done on this project,John (the building inspector)gave me back the file and showed me a letter from Bechtel in 2014 stating they would work with Roger Richert regarding the electrical portion of the project. John said there was some electrical work done so either it would need to be inspected or certified. If you have any questions or concerns regarding this, please feel free to reach out to John Jarski as he is the inspector who is requesting this. Thank you. Susan Pontino Clerkf I�pist Southold Town Building Deparhnent i Bunch, Connie From: Bunch, Connie Sent: Thursday,July 06, 2017 1:37 PM To: 'tomtrius@verizon.net' Subject: Electric Inspection Forth wn o`fi out o prop t 65 Peconic Lane,we have you scheduled for the electrical inspection on dnesday,August 23, 2017 at 9:30 am Ro ehemt is-czar elec r and he can be reached between 8am and gam Tuesday, Wednesday or Thursdays if you have any questions. Have a good day. Best Regards, Connie J r 1 1 Irlmnl. - HFR6 - 1 460 42 20" E �a�o 06 1 Ao _ -` _, SAND PILE I l j l i A 1 J I t i I .•) I z , ; �A SAND i } ' PILE I � 1 ' I MAR 19 '91`17:02 1 PAGE.002 SURVEY OT PROPERTY Srlrl'U%TJr.E SOUTr -COLD TO'WTCOT SOUgt FOLD DRME�Y SrUTTOLW CO�UIIIIt, MEW YORgC t40:0050 40 of RF5putxoOmW w 539.76' TowN 1 c s or w SCTM#1000-75-5-14.1 AREA=534,371 SQ FT BUILDING , Frrr 12.27 ACRES 1s.2 sou. Nob 4owER to 17.1'F1`8,;,,DING 17.5' HrNts CHAIN LINK FENS W N L s 15.2'S oul" soul" LOW. o ■.CONCRETE MONUMENT FOUND W -E BLDG. Comm CA" W FENCE CO N TIMI ■ 100, 12.2Y 2sA•N I ETE}r l,TJ U= sTua° tol£ RID". 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COPES OF 1HES SURVEY NAP NOT BEARM THE LINO SURVEYORS W EO SGIL OR 040SM WALBRN1 NOT Be CONSIGNED TO BE AVALIDCOPY OLOPANTFES ORCERTIFICATtONS WOICATm HEREON ?y, 9 <' �:x `'•»6 r' SHALL RUN ONLY TO THE PERaON FOR WHOM THE SURVEY la PREPARED AND ON HIE 98-ALF TO THE TRE CM(PANV,OOVT900EMAL AGENCY ANO LEMING INSTITUTION LUrTEO HERECIK AIO TO THE ASST NEES `4i»• OF THE LEMING WSTITIITION GUARANTEES OR CERTIFICATIONS ME NGT TRAusnRA MAWNT1ONALDL4TMONE OR au}aECIANT JOHN GALLACHER aw E nRe.u1IDETIaRwIm UTIUTE9 AND FOIE LOUTONaARE NOT GUARANTEED.EMMEHTSAND IDN MMGUIWME RTRUCNRFMLAND SURVEYOR fECWOEOORuNRELbRGFUTARENOTOUW" MUNLESSPWNCAILY EVIOair a"THE PUMBES AT THE TIME OF THE SURVEY.THE GMET W'IFNsION SWAIN HEREON MIN THE mwcnmEamTHE PROMMY 59 FLORENCE DRIVE LINES ARE FOR A SPECIFIC ABlPOSIR ANO LINE,T}EWONEARE NOT INTENDED TOS.OUCE The MANME^EGraNOPTIONS T,RETAINING WALLO MANORVILLE N.Y.11949 COMMPATION PIANfINOAREAT,AIS MMM TOO TM"n ANOOTHER F ILMIMOCOMMUDOONNO AZIEMNTSO1 uaHT"FT0T1EE]USIENCEOR SURVEYED:OCTOBER 3O 2 PROPER", ROPE a,THE O ATIONSOF MEMEFET5 ORRIG AF-OF-W 01NL! 003 (631 )874-0400 RECORD A.THEOMHERE N ONLY IF COMES INSTRUMEN r ^REPRO ARE OHO T H HEREON ONLY 6 COPIES OF THE INaTRU1Lf3ITa ARE PROVIDED TO TIE BURVEY00. I � I \ I United States Code United States Code r-,j TITLE 47-TELEGRAPHS TELEPHONES AND RADIOTELEGRAPHS CHAPTER 13 PUBLIC SAFETY COMMUNICATIONS AND ELECTROMAGNETIC SPECTRUM AUCTIONS [� SUBCHAPTER IV-SPECTRUM AUCTION AUTHORITY 47 U.S.C. § 1455. Wireless facilities deployment (a) Facility modifications (1) In general - Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104-104) or any other provision of law, 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. (2) Eligible facilities request - For purposes of this subsection, the term "eligible facilities request" means 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. (3) Applicability of environmental laws - Nothing in paragraph (1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act [16 U.S.C.470 et seq.] or the National Environmental Policy Act of 1969 [42 U.S.C.4321 et seq.] (b) Federal easements and rights-of-way (1) Grant - If an executive agency, a State, a political subdivision or agency of a State, or a person, firm, or organization applies for the grant of an easement or right-of-way to, in, over, or on a building or other property owned by the Federal Government for the right to install, construct, and maintain wireless service antenna structures and equipment and backhaul transmission equipment, the executive agency having control of the building or other property may grant to the applicant, on behalf of the Federal Government, an easement or right-of-way to perform such installation, construction, and maintenance. (2) Application - The Administrator of General Services shall develop a common form for applications for easements and rights-of- way under paragraph (1) for all executive agencies that shall be used by applicants with respect to the buildings or other property of each such agency. (3) Fee (A) In general - Notwithstanding any other provision of law, the Administrator of General Services shall establish a fee for the grant of an easement or right-of-way pursuant to paragraph (1) that is based on direct cost recovery. (B) Exceptions - The Administrator of General Services may establish exceptions to the fee amount required under subparagraph (A)- (1) in consideration of the publ_c benefit provided by a grant of an easement or right-of-way; and (ii) in the interest of expanding wireless and broadband coverage. (4) Use of fees collected - Any fee amounts collected by an executive agency pursuant to paragraph (3) may be made available, as provided in appropriations Acts, to such agency to cover the costs of granting the easement or right-of-way. (c) Master contracts for wireless facility sitings (1) In general — Notwithstanding section 704 of the Telecommunications j Act of 1996 or any other provision of law, and not later than 60 days f after February 22, 2012, the Administrator of General Services shall — f (A) develop 1 or more master contracts that shall govern the placement of wireless service antenna structures on buildings and other property owned by the Federal Government; and (B) in developing the master contract or contracts, standardize the treatment of the placement of wireless service antenna structures on building rooftops or facades, the placement of wireless service antenna equipment on rooftops or inside buildings, the technology used in connection with wireless service antenna structures or equipment placed on Federal buildings and other property, and any other key issues the Administrator of General Services considers appropriate. (2) Applicability — The master contract or contracts developed by the Administrator of General Services under paragraph (1) shall apply to all publicly accessible buildings and other property owned by the Federal Government, unless the Administrator of General Services decides that issues with respect to the siting of a wireless service antenna structure on a specific building or other property warrant nonstandard treatment of such building or other property. (3) Application — The Administrator of General Services shall develop a common form or set of forms for wireless service antenna structure siting applications under this subsection for all executive agencies that shall be used by applicants with respect to the buildings and other property of each such agency. (d) Executive agency defined — In this section, the term "executive agency" has the meaning given such term in section 102 of title 40. ( Pub.L. 112-96, title VI, Sec. 6409, Feb. 22, 2012, 126 Stat. 232. ) REFERENCES IN TEXT Section 704 of the Telecommunications Act of 1996, referred to in subsecs. (a) (1) and (c) (1), is section 704 of Pub.L. 104-104, which amended section 332 of this title and enacted a provision set out as a note under section 332 of this title. The National Historic Preservation Act, referred to in subsec. (a) (3), is Pub.L. 89-665, Oct. 15, 1966, 80 Stat. 915, which is classified generally to subchapter II (Sec. 470 et seq.) of chapter lA of Title 16, Conservation. For complete classification of this Act to the Code, see section 470(a) of this title and Tables. The National Environmental Policy Act of 1969, referred to in subsec. (a) (3), is Pub.L. 91-190, Jan. 1, 1970, 83 Stat. 852, which is classified generally to chapter 55 (Sec. 4321 et seq.) of Title 42, The Public Health and Welfare. For complete classification of this Act to the Code, see Short Title note set out under section 4321 of Title 42 and Tables. Copyright©2012 CCH Incorporated or its affiliates New York Telecommunications Site Review Consultants, Inc. 7050 Palmetto Park Road#15-652 Equipment Muipment Upgrade Boca Raton,Florida 33433 Tel:877.438-2851 Fax:877.220-4593 March 15, 2013 Heather M. Lanza,AICP OPlanningBoard Planning Director Town Hall Annex Building 2013 54375 Route 25 Southold New York 11971 uthold � RE: New Cingular Wireless/AT&T Mobility Site: NYNYNY0229 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, Cityscape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T plans changes in the ground equipment, feed lines, antennas and will be adding remote radio heads and a surge protection system. AT&T has stated they are modifying or adding up to 46,000 new facilities nationwide. Verizon announced they would be making similar increases and improvements in service. The Applicant intends to add new base station electronic equipment at the ground level. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold,New York, 11971, see figure 1. AT&T is in the process of modifying their existing facilities to bring in new technologies better known as high speed wireless broadband. This application to upgrade their existing facility will gain no substantial increase in the service area but this modification makes it possible for AT&T to start the fourth generation(4G) service process into Southold. There is no construction or tower improvements needed to accomplish this task. AT&T will continue to use four (4) existing panel antennas, a microwave dish (for backhaul), will be exchanging six (6) antennas, will add six (6) remote radio heads (RRH) and add a surge protection system, all at the one hundred twenty eight (128) foot level, see figure 2. The Applicant proposes to install a fiber optic management system and a new GPS system at ground level, see figure 3. To interconnect the LTE antennas will be new CAT-5 type feed and power cables to the ground equipment. Currently on the tower in addition to AT&T are Verizon, Nextel, T-Mobile, MetroPCS and the Town of Southold. All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. AT&T Mobility CEO=Site Number:NYNYNY0229 Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 2 Telecommunications Site Review New York Equipment Upgrade The existing support structure is listed as one hundred thirty feet and has three (3) whip type antennas top mounted for a total height of one hundred forty-eight feet ten inches (148' 10"). The whip antennas are owned by Nextel Wireless, see figure 4. According to the RF exposure analysis, SprintPCS is shown on this tower, but in fact SprintPCS is on an adjacent monopole structure in close proximity. The structural analysis states all calculations are based on the previous ANSI/TIA-222 standard "F" rather than the current "G" standard. This is acceptable, what is not known because it was not identified in the document are the Structure Classification and the Exposure Category used in the calculations; this will be required prior to issuance of permits. Cityscape assumes the Structure Class is H and the Exposure Category is C; that being so, the tower rating following the AT&T changes will be 78.9% out of a maximum of 105%, see figure 5. There remains ample capacity for additional upgrades and more collocations. The Applicant supplied an analysis of RF exposure for the composite facility and the ratings remain well in the safe category, see figure 6. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The Applicant provided documentation that their installation will be consistent with the construction drawings dated January 10, 2013. In addition the Applicant states they will make all carrier changes and modifications following the required tower upgrades as per the Structural Modification Report from the GPD Group, the engineering firm that produced the structural analysis known as GPD#2012819.5678.01 dated October 18, 2012. Therefore according to the Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, CityScape Consultants, as wireless consultant for the Town of Southold recommends this application shall be approved. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. AT&T Mobility EMONEEN Site Number:NYNYNY0229 40 0 Ift Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 3 Telecommunications Site Review New York Equipment Upgrade DeLarTne StreetAtlas WAS 2009 'A T V� -,J Aqpq c X: R 25 % T Id t -a �T Q; 5- % 51 j 2 P3. & -z -7 Data use subject to license. ft DeLorme DeLorme StreetAflas WAS 2009 0 400 800 1200 1600 2000 wwwdelarmecom MN(13 8.W) Data Zoom 14-0 Figure 1. Site Location AT&T Mobility �EEENNEEM Site Number:NYNYNY0229 IBMa Southold Town of Southold,New York Consultants, Inc. March 15,2013 Page 4 Telecommunications Site Review New York Equipment Upgrade PROPOSED, RAYCAP` DC6 DOME MOUNT ON T—ARIV WrrH (1) PIPE MAST (SEE DETAIL 1-102/AOS)- FOR 102/A05)FOR MOUNTING (SEE DETAIL 1116/A05) WAP ,(1) AT&T ANTENNA FOR as T01STING REMAIN (SECTOR N)A ROPOSED ANDREW AT&T ANTENNA {SECTOR A) (SEE DETAILNSTAt.L (2) NEW RRH'S ON PIPE MOON (SECTOR A) (SEE DETAIL 1 jAO4) SWAP (1)_-AT&T ANTENNA FOR PROPOSED, LTE AT&J SWAP (1) AT&f ANTENNA FOR ANTENNA (SECTOR C) (SEE DETAIL 2&3/AO3) PROPOSED LTE AT&T ANTENNA (SECTOR A) (SEE'DETAIL 2&3/A031 INSTALL (2) NEW RRH'S,'ON PIPE MOU {SECTOR C) (SEE" DETAIL 1/A04) EXISTING AT&T ANTENNA SECTOR TO REMAIN (SECTORS) f INSTALL (2NEW RRH S & 2 EXISTING AT&T ANTENNA - DIPLEXERS bN PIPE MOUNT (SECTOR B) TO REMAIN (SECTOR C) p, SEE DETAIL 1/A04)- SWAP (1) AT&T ANTENNA FOR ��- PROPOSED ANDREW AT&T ANTENNA '�' EXISTING A r&T ANTENNA SECTOR C) (SEE DETAIL'2&4/A03) �4 TO REMAIN (SECTOR B) EXISTING MICROWAVE DISH SWAP (1) AT&T-ANTENNA TO,REMAIN SECTOR B) FOR PROPOSED LTE AT& ANTENNA (SECTOR 8) SEE DETAIL 2&3 A03 N 4 0 4 6 Figure 2. Antenna Configuration AT&T Mobility � =EMENNIMENSite Number:NYNYNY0229 Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 5 Telecommunications Site Review New York Equipment Upgrade EXISTING"AT&T ICE BRIDGE PROPOSED GPS-UNIT;& NEW 1/2" COAX-CABLE ROUTED TO-,SBU (PROUIOE, 10' MINIMUM SEPARAATION rEXISTING GPS FROM ANTENNAS), (SEE DETAIL 1121/A02) I UNIT TO REMAIN _ � �.— a :— — _x. —.___. • , ROPOSEIS P6WER=AND FIBERC�. . . . .. .....:.._.__. . . . .. :I .,–-.�. ` CABLES TO BE ROUTED THROUGI� EXISTING ICE, BRIDGE 2 1/2" ! EXISTING NNERDUCT ! T—MOBILE EQUIPMENT 1 EXISTING AT&T _ PAD i EQUIPMENT ° 1 SHELTER EXISTING LATTICE TOWER i ¢—x a I �EXISTING GRAVEL COMPOUND APPROXIMATE"ROUTE OF 0--EXISTING VERIZON EXISTING UNDERGROUND CSC CABINET COAX CABLES EXISTING:NEXTEL, " EXISTING EQUIPMENT SHELTER "^ " GENERATOR EXISTING METi CONCRETE I CONCRETE-. PAD EXISTING PROPANE TANK EXISTING ACCESS EXISTING VERIZON WIRELESS GATE (TYP.) EQUIPMENT SHELTER y.�.��x���Y�x�O'��x•�x��x�x�0—�x�{� N 8 D 8 16 Ff Zj Figure 3. Ground Compound AT&T Mobility ERNE=Site Number:l`1`>tNYNY0229 Southold Town of Southold,New York Consultants, Inc. March 15,2013 Page 6 Telecommunications Site Review New York Equipment Upgrade TOP OF WHIP ANTENNAS 145'-10' ± A.G.L INSTALL(2)'NEW RRH'S ON PIPE EXISTING WHIP ANTENNAS {TYP:) MOUNT (TYP.ALL SECTORS) PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARM TOP OF AT&I ANTENNAS FOR•ALL SECTORS WITH (1) PIPE MAST (SEE DETAIL,1102/A05),FOR MOUNTING {SEE DETAIL 1116/AO55 --ER- - 731'-6".fA:G.L SWAP (1) AT&T'ANTENNAS FOR PROPOSED EXISTING,{i) AT&T ANTENNA•TO REMAIN, L-TE AT&T,ANTENNA(TYP. ALL SECTORS) 1WAV To ANDREW AT&T ANTENNA (SECTORS A&C)' E DETAIL 2de3 A03 (SEE DETAIL 2&4/AO3) EXISTING WHIP ANTENNAS (TYP.) EXISTING (2) AT&T ANTENNA TO RAD CENTER OF T—MOBILE, I,NNAS� sn_ G REMAIN (SECTOR B) 115'-0" t A.G.L EXISTING T—MQBILE ANTENNAS.(TYP.) RAD CENTER OF VERIZON WIRELESS ANTENNAS'EXISTING 1007-0" t A.G.L. EXISTING VERIZON WIRELESS - ANTENNAS {TYP.) RAO CENTER OF METROPCS-ANTENNA EXISTING 90'—O'•t A.G.L. EXISTING ANTENNAS BY METROPCS (TYP. (2) ANTENNAS PER-SECTOR) 'EXISTING LATTICE TOWER PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH EXI511NG CABLES PROPOSED GPS UNIT & NEW 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 1O"MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121/AO2) EXISTING AT&T EQUIPMENT SHELTER EXISTING,CHAIN LINK EXISTING GPS UN FENCE TO REMAIN EXISTING T—MOBILE .. EQUIPMENT PAD r . WW. , TOP OF_GRADE EPA 0'-0' t A.G.L. 10 5 0 10 20 Fr Figure 4. Tower Elevation AT&T Mobility � W� MENE®NE� Site Number:NYNYNY0229 a a o Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 7 Telecommunications Site Review New York Equipment Upgrade A, �,Aw'k GPD GROUP* ftechtd Cornmonlatli;n Ed Bkxk ICO PWD36 DdV&f Rdta 275 528.fir l�tatn� O 3531 >MU- M 01645 A OH 44311 €2oi.9 574 9 1.3301572-2100 dkftM&-- CV09 20112819.567841 4700bar10,2012 STRtJCtE8ltAt.A NA LYS S UPOK' . WDIM ATtOM sice tmi: 5678 Site FAr SflUMOLD Sits Name: 10074795 ATi&'IfPYclect MOOLTEVIV12 ANAWSIS 4RITFAIA. Cotler: TWEt"2M,20061110,2610 NYSSC&ASCE 7'-W 6S nwh falte�%A 134 kv 38Mph f *1163W1M SM DATA: 4114 03 Route 25P Pomic,NY 11939,Suffolk Cmffiy laittude 41•-2`7.5.784*A8,go*lode 72°27931-Wo W Marked mm, NJ surpaswSwPortirower his.LI&I w6m, GM it&4W 10 tact MA t 9V bftr�,1 Arnafpsis Rgmt to 4 ermine the strtamuat j""d*of th,0 adoMnr rttiQ"erj fuwa r- The puma of the enaipfs h to dt4ermine On suitability of ih6 tower wit5t ifie misting uruf propo s kmd ft eorf lioration datAhd in the ttnalygis repri. AWILU 8MM 'rower Siren tvve'1 with ftposod Equiplent+ 78191k Fess, FcuodWwr Ratio rrrhh 1'moosei EcWprmsL- 71.3% PM Wa at GFD approciato she appaitunity+ al proa+WIng our eminaring prmtelsioral wvjms to you and'Qochtd Co tirn ualw1ons. It you ha"nny quesiWi or nepes1 Gordan Rwgmw an this or arty t hex prooMpteave do td hubw to c41- WJW-rra 14especkH1y s+,Lunlctrxl, d4g'Ifhki QW T}iC A Ne John 14.gab*P.l, 47�114M York MCIO-194 Is 1.���H �'�, rcyi �sstc '" $as,35+#d34&ptzp 3C'ffi,Sc�73'3I.Ai�a,CJ�41#16_3 ,�3�tQ@.6a¢5F3� �Ot.+�w�r�r�x1R�'4 �.�R'� lt�saa�9�9rar ��. .t +a>�.Mika• rtJ4o,1�%euu7r.&#��.8 -�xal�wa Figure 5. Structural Analysis AT&T Mobility CEO=Site Number:NYNYNY0229 Southold Consultants, Inc. Town of Southold,New York March 15,2013 Page 8 Telecommunications Site Review New York Equipment Upgrade , e RF Exposure An; lysis fOr Prupsetl ENeiv Ceingular Wireless PCS,LI C' (AT&T) Antenna Facility Site l]D:-NYNYNY0229 414 051100TE 25, PECON C,-NY 11958. i' January 14}2013 PrepWd bay Bernard Alurgaio S eiilor.RF Eiigin�er Bechtel Coinmitnicatioas$Inc. Figure 6. Human Exposure Calculations a O e State of New York Consultants, Inc. Telecommunications Site Review 7050 Palmetto Park Road#15-652 Boca Raton, Florida 33433 Equipment Upgrade Tel:877.438-2851 Fax:877.220-4593 Ul April 23, 2013 Heather M. Lanza,AICP Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 RE: New Cingular Wireless/AT&T Mobility: NYNYNY0229 SCTM : 100045 #3 165 Peconic Lane Dear Ms. Lanza, At your request on behalf of Town of Southold in New York, Cityscape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by New Cingular Wireless PCS, LLC. ("AT&T"), to make upgrades and add new equipment to an existing lattice type self supporting tower. The tower has a total elevation of one hundred thirty (130) feet, and the subject antennas are mounted with a radiation center of one hundred twenty-eight (128) feet. AT&T plans changes in the ground equipment, feed lines, antennas and will be adding remote radio heads and a surge protection system. AT&T has stated they are modifying or adding up to 46,000 new facilities nationwide. Verizon announced they would be making similar increases and improvements in service. The Applicant intends to add new base station electronic equipment at the ground level. The support structure is located on property owned by the Town of Southold and is located at 165 Peconic Lane in Southold,New York, 11971, see figure 1. AT&T is in the process of modifying their existing facilities to bring in new technologies better known as high speed wireless broadband. This application to upgrade their existing facility will gain no substantial increase in the service area but this modification makes it possible for AT&T to start the fourth generation(4G) service process into Southold. There is no construction or tower improvements needed to accomplish this task. AT&T will continue to use four (4) existing panel antennas, a microwave dish (for backhaul), will be exchanging six (6) antennas, will add six (6)remote radio heads (RRH) and add a surge protection system, all at the one hundred twenty eight (128) foot level, see figure 2. The Applicant proposes to install a fiber optic management system and a new GPS system at ground level, see figure 3. To interconnect the LTE antennas will be new CAT-5 type feed and power cables to the ground equipment. Currently on the tower in addition to AT&T are Verizon, Nextel, T-Mobile, MetroPCS and the Town of Southold. AT&T Mobility:NYNYNY0229 m �����■�� SCTM: 1000-15-5-14.1 JLVa O Town of Southold,New York April 23,2013 Consultants, Inc. Page 2 Telecommunications Site Review New York Equipment Upgrade All designs and plans for the proposed facility upgrade were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The existing support structure is listed as one hundred thirty feet and has three (3) whip type antennas top mounted for a total height of one hundred forty-eight feet ten inches (148' 10"). The whip antennas are owned by Nextel Wireless, see figure 4. According to the RF exposure analysis, SprintPCS is shown on this tower, but in fact SprintPCS is on an adjacent monopole structure in close proximity. The structural analysis states all calculations are based on the previous ANSFTIA-222 standard "F" rather than the current "G" standard. This is acceptable, what is not known because it was not identified in the document are the Structure Classification and the Exposure Category used in the calculations; this will be required prior to issuance of permits. CityScape assumes the Structure Class is H and the Exposure Category is C; that being so, the tower rating following the AT&T changes will be 78.9% out of a maximum of 105%, see figure S. There remains ample capacity for additional upgrades and more collocations. The Applicant supplied an analysis of RF exposure for the composite facility and the ratings remain well in the safe category, see figure 6. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. Therefore according to the Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, CityScape Consultants, as wireless consultant for the Town of Southold recommends this application shall be approved. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified Cityscape Consultants, Inc. AT&T Mobility:NYNYNY0229 SCTM: 1000-15-5-14.1 RJ Town of Southold,New York April 23,2013 Consultants, Inc. Page 3 Telecommunications Site Review New York Equipment Upgrade DeLorme StreetAtlas USA®2009 15' mfr p, 12� 'S J" X-1, W 25 A n"k k -Y 2 4 25 f J 7- U&I 14 Data use subject to license It ODeLorme DeLormeShLetAtlasUSAD2009 0 400 800 1200 1600 2000 wwwdelonnecom fdN(13.8-W) Data Zoom I" Figure 1. Site Location AT&T Mobility:NYNYNY0229 SCTM: 1000-15-5-14.1 Town of Southold,New York April 23,2013 Consultants, Inc. Page 4 Telecommunications Site Review New York Equipment Upgrade PROPOSED RAYCAP DCS DOME MOUNT ON T-AR WITH (1) PIPE MAST(SEE DETAIL. 1,102/A05), FOR MOUNTING (SEE DETAIL 1116/A05) WAP {1) -AT&T ANTENNA FOR aQ EXISTING IREMAIN AT&T TOR N)A PROPOSED ANDREW AT&T ANTENNA TO {SECTOR A} (SEE DETAIL 28&4/A03 ,`o a INSTALL ,(2) NEW RRH'S ON PIPE MOUNT �V SECTOR A) (SEE DETAIL 1/AO4) SWAP (1), AT&T ANTENNA FOR PROPOSED LTE AT& NA FOR ANTENNA (SECTOR C) (SEE-DETAIL 2&3/A03) j PROPOSED AT&TEAT&T ANTENNA (SECTOR A) (SEE DETAIL 2&3/AO3) INSTALL-(2) NEW RRH'S-ON PIPE MOU SECTOR,C SEE' DETAIL 1 A04 EXISTING AT&T ANTENNA SECTOR R � � 0 REMAIN SECTOR B� INSTALL 2 NEW RRH S & 2 EXISTING AT&T ANTENNA DIPLEXERS ON PIPE MOUNT (SECTOR B} TO REMAIN (SECTOR C) �+ SEE DETAIL 1 A04 SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA 04y EXISTING AT&T ANTENNA SECTOR C) SEE'DETAIL 2&4/AQ3) TO REMAIN (SECTOR B) EXISTING MICROWAVE DISH SWAP_ (1) AT&T AN'T'ENNA TO REMAIN (SECTOR B) FOR PROPOSED LTE AT& ANTENNA (SECTOR (B) SEE DETAIL 2&3/A03) Al 4 0 4 8 Figure 2. Antenna Configuration AT&T Mobility:NYNYNY0229ME■■M SCTM: 1000-15-5-14.10 At CEO— Town of Southold,New York Consultants, Inc. April 23,2013 Page 5 Telecommunications Site Review New York Equipment Upgrade EXISTING AT&T ICE BRIDGE PROPOSED GPS UNIT & NEW 1/2" COAX-CABLE EXISTING GES ROUTED TO BBU (PROVIDE 10` MINIMUM SEF'ARA71ON rUNIT' N REMAIN --FRR�O�M,yA�NTjE[NN�-A$S,))(SEE,DETAIL 1121/A02) t 15RO06SEV 1"S.MEW AND-FIBERri--t-Y CABLES TO BE-ROUTED THROUGl 1 EXISTING ICE BRIDGE 2 1/2" . EXISTING NNERDUCT j -r—MOBILE EQUIPMENT EXISTING AT&T PAQ i EQUIPMENT ° j SHELTER I 1 EXISTING � 9 ° LATTICE ll TOWER e i EXISTING GRAVEL COMPOUND� APPROXIMATE ROUTE OF EXISTING VERIZON EXISTING UNDERGROUND CSC CABINET COAX CABLES EXISTING.NEXTEL. „ ' EXISTING EQUIPMENT SHELTER EXISTIN� f GENERATOR MEl'RQPCS CONCRETE PAD EXISTING PROPANE TANK EXISING ACCESS EXISTING VERIZON WIRELESS GATE (IYP') iEQUIPMEPIT SHELTER I„ O�Y>-�[�i.-11�-_ 0_....i-®1 1"Y••---O-=�Y•�•f� IY 8 0 $ 18 FT Figure 3. Ground Compound AT&T Mobility:l`dYNYNY0229 rn 0 ����� SCTM: 1000-15-5-14.1 CEO Town of Southold,New York Consultants, Inc. April 23,2013 Page 6 Telecommunications Site Review New York Equipment Upgrade TOP OF WHIP ANTENNAS 148'-10 t A.G.L. INSTALL (2) NEW RRH'S ON PIPE EXISTING ,WHIP ANTENNAS (TYP:) MOUNT (TYP.ALL SECTORS) PROPOSED RAYCAP DCB'DOME MOUNT ON T-ARM,—i TOP OF AT&T ANTENNAS il'P �T ALL SECTORS) l 132'-3" t A.G.L. WITH (1) PIPE MAST (SEE DETAIL 1102/AO5) FOR -� MOUNTING (SEE DETAIL 1116/A05) SWAP EXISTING(1) AT&T.ANTENNA TO REMAIN,T[ (1) AT&T ANTENNAS'FOR PROPOSED LTE AT&T ANTENNA(TYP._ALL SECTORS) ANDREW AT&T ANTENNA(SECTORS A& C) E DETWL 2&3 A03 SEE DETAIL-2&4/A03) EXISTING WHIP ANTENNAS (TYP.) EXISTING'(2) AT&T-ANTENNA TO' RAD CENTER OF T-MOBII E ANTENNAS EXISTING REMAIN (SECTOR B) 1-151-0" &A.G.L. EXISTING T-MOBILE ANTENNAS (TYP.) RAD CENTER-OF'VERIZON WIRELESS.ANTENNAS EXISTING 100'=0" t,A,G.L. EXISTING VERIZON WIRELESS ANTENNAS (TYP.) RAD CENTER OF METROPCS ANTENNA EXISTING- _ .90-D"-f A.G.L. -----EXISTING,ANTENNAS BY METROPCS (TY-P. (2) ANTENNAS PER SECTOR) EXISTING LATTICE TOWER PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH EXISTING CABLES PROPOSED GPS UNIT & NEW 1/2"COAX CABLE ROUTED To BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1-121/AO2) EXISTING AT&T EQUIPMENT SHELTER EXISTING,CHAIN LINK - - EXISTING GPS UN FENCE TO REMAIN EXISTING'T-MOBILE EQUIPMENT PAD TOP OF"GRADE t' f0 5 0 10 20 R Figure 4. Tower Elevation AT&T Mobility:NYNYNYO229 CEO— Town ■■■■■■■■� SCTM: 1000-15-5-14.1 a a of Southold,New York April 23,2013 Consultants, Inc. Page 7 Telecommunications Site Review New York Equipment Upgrade A— CPD GROUP, Q►J fIN M.w�t39 5}¢apR}� tiochtel Commur>1mumu Ed GkKk 1 6' agave 1]t4w,i 275 520 5rur3t Mab,f„sznea 25.31 MaftM 07645 Nl"To A4i311 L200 574-OrAD (330)572{Y100 + Mka-&Mn GPD#2a12®19.567a,01 Weber 10,2012 sERUCIURAAL ANALYSIS REFORM AT&T''UMM''TfM SitaMD. 5678 Site IFA; 5010111OLD ;5&Name 'IOU4795 A-MY ft0jMU MW ILTIE fi UH2 ANAt ISCRITMOU Codex TWEIA-2224, 0061 C,2DJ0NY51[C&A5C1E7!!W x35 mph fa t-nl with a,icir 34 rMP11 Wmtdae WM 3W IM 5M DATA. 414 05 Ruvte 25,e►aeartic,NY 119M Suffulk Caunly tat➢tu&411 223-7""N,Wi;kde 7201 27'3T,;SW W f�1;11tT'Sr4f Supgm4.t ,Litt Weiss, GPD its pleas-:4 to wbaA this Slmduml Analysis Rrwra to determine the aractural ieai diy of Cm alortmilptioned mower. The purpm of the onalyiis 4 to determine Ow suitaWlity of 1ho tomw with the t%istinR and pmpo&W Inadir% corfiguako detailed la taw wal}a s r - } m Tower Slress tot4*Y Wti►1'w"Equipment 78,9% Paas Faurvlat=8914 With R"PVd E'dusun tit. 75.3% ftss `I@ at GPD approffate-_thy opportunity of PMVWIng our EM10 ring pwirsLunal.tcrvices to you and pechtel Communl=tions. If you hava any quoillono or need 6 ea a Wslance this or atn},other prrjmu pleas do nat hnsirsto to c L %M=eIf 15 Alf a M IV pes�firllysrstrettittt , TITS�P IFI5 �i6 ! �!IIEtI Jahn h0.Kabak,t �P New York :OS039-1 S1 S3� Ad'�tn�3ss. ." Q; C7i�tl��t_�Sp-►,�:�BG1�.t'xa2 �tmt. s:'"=��'`� n3tix£t�0.4� �.�,n.�hsm.ttri. ztsra,a�s�pe+h.3n '9e.��,�avaz:se's-yxmt�3� Figure 5. Structural Analysis AT&T Mobility:NYNYNY0229 � ��ZO � SCTM: 1000-15-5-14.1 2— IUMA Town of Southold,New York April 23,2013 Consultants, Inc. Page 8 Telecommunications Site Review New York Equipment Upgrade E RF Exposure naly" is_for Proposed Nc_ Cihni vlarWireless-PCS LLC (AT& :A-ntennu Facility Site IIS: lYYNYO229 414 05-ROS TE,25, PECONIC,NY 11958 Jaapary 14,201i Prepared by Bernard"Xfoa-ga" Senior-i FEni gWer Bechtel CommAnications,We. Figure 6. Human Exposure Calculations 1 IWOI 1woo RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0229 414 05 ROUTE 25, PECONIC, NY 11958 January 14, 2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications, Inc. 1 New Cingular Wireless PCS,LLC(AT&T) Table of Contents 1. INTRODUCTION................................................................................................................................3 2. SITE DATA...........................................................................................................................................3 3. RF EXPOSURE PREDICTION..........................................................................................................5 4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL EFFECTS OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT STREET LEVEL..........................................................6 6. CONCLUSION AT STREET LEVEL................................................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................7 8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................8 9. ATTACHMENTS............................................................................................................................... 18 10. FOR FURTHER INFORMATION............................................................................................... 19 11. REFERENCES................................................................................................................................ 19 2 New Cingular Wireless PCS,LLC(AT&T) 1. Introduction This report constitutes an RF exposure analysis for the proposed New Cingular Wireless PCS, LLC (AT&T) antenna facility to be located at 414 05 ROUTE 25,PECONIC, NY 11958. This analysis uses site-specific engineering data to determine the predicted levels of radio frequency (RF) electromagnetic energy in the vicinity of the proposed facility and compares those levels with the Maximum Permissible Exposure (MPE) limits established by the Federal Communications Commission. 2. Site Data A-AT&T: AT&T Site Name: NYNYNY0229 Number of simultaneously operating channels GSM850:4-4-4 GSM1900:4-4-4 UMTS 1900:2-2-2 UMTS850:2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM/UMTS 850, Powerwave 7262.02 for GSM/UMTS 1900 Andrew DBXNH-6565A-A2M for LTE Power per channel(Watts ERP) GSM850: 316 Watts GSM 1900: 600 Watts UMTS850: 316 Watts LTMTS1900: 600 Watts LTE700: 524 Watts Top of Antenna feet AGL 132' 3" Antenna Aperture Length 4.25 Feet B-Other carriers included in the study: T-Mobile,Sprint/Nextel,Metro PCS,Verizon and Whip Antenna. 3 .I New Cingular Wireless PCS,LLC(AT&T) TOP OF WHIP ANTENNAS h 148'-10" t A.G.L. INSTALL (2) NEW RRH'S ON PIPE EXISTING WHIP ANTENNAS (TYP.) MOUNT (TYP. ALL SECTORS) PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARMP OF AT&T A OR ALL SECTOR$) r1� WITH (1) PIPE MAST (SEE DETAIL 1102/A05) FOR 132'-3" f A G L MOUNTING (SEE DETAIL 1116/AO5) TOP OF TOWER 131'-6" f A.G.L. SWAP (1) AT&T ANTENNAS FOR PROPOSED EXISTING (1) AT&T ANTENNA TO REMAIN, LTE AT&T ANTENNA (TYP. ALL SECTORS) SWAP (1) AT&T ANTENNA FOR PROPOSED (SEE DETAIL 2&3/AO3) ANDREW AT&T ANTENNA (SECTORS A & C) (SEE DETAIL 2&4/A03) EXISTING WHIP ANTENNAS (TYP.) EXISTING (2) AT&T ANTENNA TO RAD CENTER OF T-MOBILE ANTENNAS EXISTING h REMAIN (SECTOR B) 115'-0" t A.G.L. EXISTING T-MOBILE ANTENNAS (TYP.) RAD CENTER OF VERIZON WIRELESS ANTENNAS EXISTING 100'-0" f A.G.L. EXISTING VERIZON WIRELESS ANTENNAS (TYP.) RAD CENTER OF METROPCS ANTENNA EXISTING h 90'-0" AA.G.L. XISTING ANTENNAS BY METROPCS (TYP. (2) ANTENNAS PER SECTOR) EXISTING LATTICE TOWER PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH EXISTING CABLES PROPOSED GPS UNIT & NEW 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121/A02) EXISTING AT&T EQUIPMENT SHELTER EXISTING CHAIN LINK EXISTING GPS UNIT FENCE TO REMAIN EXISTING T-MOBILE EQUIPMENT PAD ;,';�:r•:' .,i,_ `.� TOP OF GRADE 0'-0" f A.G.L. 4 New Cingular Wireless PCS,LLC(AT&T) 3. RF Exposure Prediction The following equations established by the FCC,in conjunction with the site data,were used to determine the levels of RF electromagnetic energy present in the vicinity of the proposed facility': 0.64*N*EIRP(8) PowerDensity = /7 R2 (mw/cm2) Eq.1-Far-field Where,N=Number of channels,R= distance in cm from the RC (Emission Center) of antenna, and EIRP(B) =The isotropic power expressed in milliwatts in the direction of prediction point. P l ch*N*103 PowerDensity= "' (mw/cm2) Eq.2-Near-field 2*;c*R*h*a/360 Where Pilch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985,the FCC established rules to regulate radio frequency(RF) exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules,which were further amended in August 1997 by a Second Memorandum Opinion and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. ' RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (,a W), a millionth of a watt, per square centimeter (cm2 ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S. C. Section 332 ( c ) (7)(B)(iv) states that "[n]o State or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Lingular Wireless PCS,LLC(AT&T) 5. Comparison with Standards at street level The maximum cumulative power density at the proposed facility represents 1,43 % of the public/uncontrolled MPE limit.This is approximately 70 feet from the antenna facility. Uncontrolled MPE Result 10000 100%of Controlled Limit 100%of Uncontrolled MPE .�`„ `gib• � = � �5%of Uncontrolled MPE 1000 :: t -Predicted Power Density ..K"•:':e'a""%Y�;;"5�,3,XRbbYdWEZYdAid' '�^ :3;:s1;;;..�'.LfY& %YK6K&�.:'�X":;X�SABKW'48Srv"ddAAEBb%'r' :.'4S'SX .« s,3 2' 100 u „ 10 sib ivWsw 41 o 0.1 0.01' 0.1 1 10 100 1000 10000 Horizontal Distance From Antenna, ft Cumulative percentage of FCC uncontrolled limit by distance. See Exhibit A for graphic breakdown of individual systems power density by distance. 6. Conclusion at street level This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all existing and proposed transmitters. In actual operation, many of the transmitters will operate intermittently and therefore the actual levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is well below the Maximum Permissible Exposure limit established by the FCC. 6 New Cingular Wireless PCS,LLC(AT&T) 7. FCC Limits for Maximum Permissible Exposure (MPE) Power Densily 1�0Occupskml ti 4 ------ Cenral Pahl. 4 i 4 5.0 a4 - 5, 14 y 5 t A S 4 F 4 � S � F �4 �r -' �--- -i - -- -' - -- -- I7 L ] 0.5 IN S.0 30 300 1, 0 1 C0,000 Fmquen (Mflz) 7 New Cingular Wireless PCS,LLC(AT&T) 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 4 100 10 C)a) 4, 0.1 0.01 S' 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 10000 AT&T GSM PCS band 7 1000 100 VV; =L 10 .7 a) Q 0 0.1 -Y-7 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 8 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T UMTS Cellular band 1000 ° ° ;, .,t., ;.Y» :.ti,;.•.n, 100 10 o 0.1 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 - � �, - ' •, 100 :' < 10 0.1 0.01 0.001 r" 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T LTE 700 band 1000 100 Al , 10 % (D -7,777 0.1 t n 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 ..... 1000 100 10 a) 0.1 M 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ 6ft above ground, ft 10 New Cingular Wireless PCS,LLC(AT&T) Sprint PCS band 10000 1000 N 100 - 10 0.1 . . . _` 0.01 - - �{ } -' ,1 s ,.4,.,F Vie' ..y .,., .�. " ' `t• 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 . 1000 ., F. ; g, 100 10 0.1 n 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) T-Mobile AWS band 10000 1000 T 100 E 10 Q 0.1 a) 0 n- 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon 700 band 10000 1000 E 100 10 LA 0 ... ... 0 0.1 0- 0.01 0.00 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 12 New Cingular Wireless PCS,LLC(AT&T) Verizon Cellular band 10000 1000 100 14 E .4 10 tj- 0 0.1 0 110.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 - 100 E 3 10 0 0.1 NN', 0 n 0.01 0.001 0.1 1 10 100 IQRO 10000 Horizontal Distance from Atifenna @ on above ground, ft 13 New Cingular Wireless PCS,LLC(AT&T) Metro PCS band 10000 1000 100 E 10 Q 0.1 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 Upper Whips 1000 T 100 E L � 10 V#AP% 0.1 0 -7 0.01 0.001 A 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground lev el 14 New Cingular Wireless PCS,LLC(AT&T) Middle Whips 10000 1000 100 CN U 10 t 0.1 " T 41 0 d 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level l0000 Lower Whips - =-5 6 1000 = 100 CN 10 c •>` � of G „ 0.1VA , 0 d 0.01 0.001 0.1 1 10 100 1000 1 000 Horizontal Distance from Antenna, ft @ 6ft above ground level 15 New Cingular Wireless PCS,LLC(AT&T) Whip 10000 1000 E 100 , 10 0.1 0.01 -r - 0.001 �; - �•._ 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 M ircowave 1000 100 U 1 „ s , 3 0.01 ry` 0.001 0.0001 0.1 Horizontal Distance fromWntenna,0o@ 6ft at000e ground level 16 New Cingular Wireless PCS,LLC(AT&T) 10000 Yagi 1000 =; 100 10 - Q 0.1 3 0.01 - d ; 0.001 =a 0.0001 0.1 Horizontal Distance fromoAntenna fP@ 6ft aoove ground level 17 New Cingular Wireless PCS,LLC(AT&T) 9. Attachments ATTACHMENT A. - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Meld Power Density Averaging Time Range Strength (F) Strength (H) (S) 1E17, IH12 or S (MHz) (Vfm) (A(m) (mW/anz) (minutes) 0.3-3.0 614 1.63 (100)* 6 3.030 1842/f 4.39/f (900f1l)* 6 30300 61A 0.163 1.4 6 300-1500 f/300 6 1500-100,000 5 6 (6) Limits for General Population/Uncontrolled Exposure Frequency Electric field Magnetic Field Power Density Averaging Time Range Strength (F) Strength (11) (S) IE12, IHI2 or S (MHz) (Vfm) (A m) (mW/ane) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 024/1' 2.19/f MOM)* 30 30.300 27.5 0.073 0.2 30 3001500 -- -- f/1500 30 1500100,000 -m 1.0 30 f= frequency in MHz*Plane-wave equivalent power density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are Bally aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/centrolled exposure also apply in situations when an individual is transit through a location where occupational/controlled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General population/uncontrolled exposures apply in situations in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 18 New Cingular Wireless PCS,LLC(AT&T) ATTACHMENT B 11-F ORMATION INFORMATION I �MIY�/{m�N.r�iM.l bb,wrl The signs must be posted in a visible area at each entrance to the site and at :-�iN�oRi�ia+�tg localized areas. ..a rrr.r.rr>•Yaa..,, m.+wr„'w Iry,.rn,u.rirtarY,sar ,eYr,rw o.e,rrerrYww, fsvm.s�IN6fA�{pn��w,0 W+ aWr bwTr,amwsvesaver wnrd,erYOwaawm ,Pb,Iq�,W,PT.srw�o,n Yrb •an 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr.Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References [1] The Communications Act of 1934,as amended by the Telecommunications Act of 1996,47 U.S.C. Section 332(c)(7)(B)(iv). [2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed Rulemaking,ET Docket 93-62,8 FCC Red 2849(1993). [3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order,ET Docket 93-62,FCC 96-326,adopted August 1, 1996. 61 Federal Register 41006(1996). [4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Second Memorandum Opinion and Order,ET Docket 93-62,adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 19 r 1 RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0229 414 05 ROUTE 25, PECONIC, NY 11958 0 5[ P ' ° }�� -_ +,�.°••, (�<�x,,: a -� , January 14,2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications,Inc. New Cingular Wireless PCS,LLC(AT&T) Table of Contents 1. INTRODUCTION................................................................................................................................3 2. SITE DATA...........................................................................................................................................3 3. RF EXPOSURE PREDICTION..........................................................................................................5 4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL EFFECTS OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT STREET LEVEL..........................................................6 6. CONCLUSION AT STREET LEVEL................................................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................7 8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................8 9. ATTACHMENTS............................................................................................................................... 18 10. FOR FURTHER INFORMATION............................................................................................... 19 11. REFERENCES................................................................................................................................ 19 2 New Cingular Wireless PCS,LLC(AT&T) 1. Introduction This report constitutes an RF exposure analysis for the proposed New Cingular Wireless PCS, LLC (AT&T) antenna facility to be located at 414 05 ROUTE 25,PECONIC, NY 11958. This analysis uses site-specific engineering data to determine the predicted levels of radio frequency(RF) electromagnetic energy in the vicinity of the proposed facility and compares those levels with the Maximum Permissible Exposure (MPE) limits established by the Federal Communications Commission. 2. Site Data A-AT&T: AT&T Site Name: NYNYNY0229 Number of simultaneously operating channels GSM850:4-4-4 GSM1900:4-4-4 UMTS 1900:2-2-2 UMTS 850: 2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM/UMTS 850, Powerwave 7262.02 for GSM/UMTS 1900 Andrew DBXNH-6565A-A2M for LTE Power per channel(Watts ERP) GSM850: 316 Watts GSM 1900: 600 Watts UMTS850: 316 Watts UMTS 1900: 600 Watts LTE700: 524 Watts Top of Antenna feet AGL 132' 3" Antenna Aperture Length 4.25 Feet B-Other carriers included in the study: T-Mobile, Sprint/Nextel,Metro PCS,Verizon and Whip Antenna. 3 New Cingular Wireless PCS,LLC(AT&T) TOP OF WHIP ANTENNAS 148'-10" f A.G.L INSTALL (2) NEW RRH'S ON PIPE EXISTING WHIP ANTENNAS (TYP.) MOUNT (TYP. ALL SECTORS) MP QF &T 699NU65ALL SECTORS) H■ PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARM 132'-3" f A.G.L. WITH (1) PIPE MAST (SEE DETAIL 1102/A05) FOR MOUNTING (SEE DETAIL 1116/AOS) TOP OF TOWER 131'-6" t A.G.L. EXISTING (1) AT&T ANTENNA TO REMAIN, SWAP (1) AT&T ANTENNAS FOR PROPOSED LTE AT&T ANTENNA (TYP. ALL SECTORS) SWAP (1) AT&T ANTENNA FOR PROPOSED (SEE. DETAIL 2&3/A03) ANDREW AT&T ANTENNA (SECTORS A & C) (SEE DETAIL 2&4/A03) EXISTING WHIP ANTENNAS (TYP.) EXISTING (2) AT&T ANTENNA TO RAD CENTER OF T-MOBILE ANTENNAS EXISTING REMAIN (SECTOR B) 115'-0" t A.G.L EXISTING T-MOBILE ANTENNAS (TYP.) RAD CENTER OF VERIZON WIRELESS ANTENNAS EXISTING 100'-0" f A.G.L EXISTING VERIZON WIRELESS ANTENNAS (TYP.) RAD CENTER OF METROPCS ANTENNA EXISTING 90'-0" f A.G.L. ISTING ANTENNAS BY METROPCS (TYP. (2) ANTENNAS PER SECTOR) EXISTING LATTICE TOWER PROPOSED POWER AND FIBER CABLES TO BE ROUTED THROUGH EXISTING CABLES PROPOSED GPS UNIT & NEW 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARAMON FROM ANTENNAS) (SEE DETAIL 1121/A02) EXISTING AT&T EQUIPMENT SHELTER EXISTING CHAIN LINK EXISTING GPS UNIT FENCE TO REMAIN EXISTING T-MOBILE EQUIPMENT PAD TOP OF GRADE 0'-0" f A.G.L. 4 New Cingular Wireless PCS,LLC(AT&T) 3. RF Exposure Prediction The following equations established by the FCC,in conjunction with the site data,were used to determine the levels of RF electromagnetic energy present in the vicinity of the proposed facility: 0.64*N*EIRP(8) PowerDensity = ?t*RZ (mw/cm2) Eq. I-Far-field Where,N=Number of channels,R= distance in cm from the RC (Emission Center) of antenna, and EIRP(B) =The isotropic power expressed in milliwatts in the direction of prediction point. P l ch*N*103 PowerDensity = '" (in w/cmz) Eq. 2-Near-field 2*K*R*h*a/360 Where PiVch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985,the FCC established rules to regulate radio frequency(RF)exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules, which were further amended in August 1997 by a Second Memorandum Opinion and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. 1 RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (,U W), a millionth of a watt, per square centimeter (cm2 ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S. C. Section 332 ( c ) (7)(B)(iv) states that "[n]o State or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Cingular Wireless PCS,LLC(AT&T) 5. Comparison with Standards at street level The maximum cumulative power density at the proposed facility represents 1,43 % of the public/uncontrolled MPE limit.This is approximately 70 feet from the antenna facility. Uncontrolled MPE Result 10000 100%of Controlled Limit :•.., 100%of Uncontrolled MPE -5%of Uncontrolled MPE 1000 - "' —Predicted Power Density �448iLfH'SCCCY'CC£kSA�3Y8 d'ffiS'S&9TY[biiSEYF£bZ�b8ffYf78AT&YCbi:i YSS.+: 3%�, S r, 100 10 }I ,?:• •� it f,Y4' •int�•;• 0.1 �. 0.01 0.1 1 10 100 1000 10000 Horizontal Distance From Antenna, ft Cumulative percentage of FCC uncontrolled limit by distance. See Exhibit A for graphic breakdown of individual systems power density by distance. 6. Conclusion at street level This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all existing and proposed transmitters. In actual operation, many of the transmitters will operate intermittently and therefore the actual levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is well below the Maximum Permissible Exposure limit established by the FCC. 6 New Cingular Wireless PCS,LLC(AT&T) 7. FCC Limits for Maximum Permissible Exposure (MPE) Py r,DensIV %.L A ------- Gomel Pubt N 5.0 \ err 0P ————————2 14 L U 11.34 3.0 30 3w 1,500 100,000 Fmquency(MHz) 7 New Cingular Wireless PCS,LLC(AT&T) 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 10 Q_ 1 0.1 a 0.01 0.001 ; 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 10000 AT&T GSM PCS band 1000 100 0.1 d 0.01 4 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 8 l New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T UMTS Cellular band 1000 "Y 100 10 2' ,Lo o 0.1 0.01 0.001 - 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 100 10 IL 0.1 0 CL 0.01 u,,- V 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T LTE 700 band 1000 `'' ' �� .� ' '; •_ •�` - 1.,.. . - � ' >°_.� - - 100 ai r �• - �Nrtl•',� �i`,'4,".� 4 - •� � 'h� ' yf '�+ 10 - - 0.01 0.001 - 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 v„i.4 ct+ f ,.t �'K- :.ta�•�',� •nµ;i �. ,:.y.s. - ..r 1000 N 100 C 10 0.1 O r« °-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ 6ft above ground, ft 10 New Cingular Wireless PCS,LLC(AT&T) Sprint PCS band 10000 77 1000 N 100 10tj- 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 1000 100 10 0 0.1 3 k Q D_ :y 0.01 0.001 ", w 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) T-Mobile AWS band 10000 1000 �: =�'a. �* ''t,`r�° ;',. •" �' ��;�, .. v.'; 100 ...; ., .. C 10tt- 121 N 1 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon 700 band 10000 1000 - -' E 100 . i{ •f," ~` _ .. M .� 10 0.1 0.01 ' 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 12 New Cingular Wireless PCS,LLC(AT&T) Verizon Cellular band 10000 1000 - 3Y4 _ y , �, , ,.♦.��: �.r,_��- ``� 100 CN + to Y D 0.1 °-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 100 N = ° DI N - 0.1 r=3`. _ `L` _J3 0.01 0.001 n:, •.,.;' '` '.�_':r` 0.1 Horizontal Distance from Antenna @1nft above l0000 ground, ft 13 New Cingular Wireless PCS,LLC(AT&T) Metro PCS band 10000 1000 100 10 a) #„ ; 0.1 C- 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 r Upper Whips 1000 100 3� 10 :Y a) 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground lev el 14 New Cingular Wireless PCS,LLC(AT&T) Middle Whips 10000 1000 100 V 2 10tl- 3, �. 0.1 • 7, a 0.01 , 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level Lower Whips 10000 1000 100 10 •N 1 0.1 - d 0.01 , 0.001 0.1 1 10 100 10 0 1 000 Horizontal Distance from Antenna, @ 6ft a ove ground level 15 New Cingular Wireless PCS,LLC(AT&T) Whip 10000 T7 1000 ;�>, . . _,N . yf., ,; , ✓, fYiV,'- - . E 100 10 0.1 /I Ah 0.01 Ali t 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 10000 Mircowave 1000 100 CN E 10 0.10.01 O 0.001 7 0.0001 .� 0.1 Horizontal Dlslance frorriWntenna,ORo@ 6ft atM000e ground level 16 New Cingular Wireless PCS,LLC(AT&T) Yag i 10000 1000 100 10 t,, ' 0.1 0.01 0.001 0.0001 0.1 Horizontal Distance fromoAntenna, RO@ 6ft 19000 ground level 17 New Cingular Wireless PCS,LLC(AT&T) 9. Attachments ATTACHMENT A. - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) IEI2I IHI2 or S (MHz) (V/fn) (Alm) (rnW/anz) (minutes) 0.33.0 614 1.63 (100)* 6 3.030 1842/f 4.89/f (900ff )* 6 30300 61A 0.163 1.0 6 3001500 — f/300 6 1500100,000 5 6 (6) Limits for General Population/uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) IEI2P IHI2 or S (MHz) (Ulm) (A/m) (mW/cm7) (minutes) 0.31.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (18011)* 30 30300 27.5 0.073 0.2 30 300-1500 — -- f/1500 30 1500100,000 1.0 30 f=frequency in MHz*Plane-wave equivalent power density NOTE 1. Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General pose►latRonluncontrolledexposures apply in situations in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or Can not exercise control over their exposure. 18 New Cingular Wireless PCS,LLC(AT&T) ATTACHMENT B Mer:MtfYYYry tiM�mn�tldryYpeue INFORMATION 1 [�aCae.e.Y'AYn.M4QM4w.nN dtYeeweMenN..nY4 The signs must be posted in a visible area at each entrance to the site and at INFORMAL localized areas. wwFaa+.w.....�a wo�xow w+tl wua(�..n...wYraq.am ts.n.r�m.Y gar�.a WJrs i W wA .YM.ot+Y'q wNetiYY4Y.YM �v WoltS.`NRM..1rl.eY Ido.e.e..seeny.Ywmu D.tl.arn Y. emwY.mwY.«.n ews.wswnrowaY.asi.m.i .YMYYYpwb.Y.{YM�sao6.V YNN 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr.Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References [1] The Communications Act of 1934,as amended by the Telecommunications Act of 1996,47 U.S.C. Section 332(c)(7)(B)(iv). [2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed Rulemaking,ET Docket 93-62,8 FCC Rcd 2849(1993). [3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order,ET Docket 93-62,FCC 96-326,adopted August 1, 1996. 61 Federal Register 41006(1996). [4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation, Second Memorandum Opinion and Order,ET Docket 93-62,adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 19 GPD CROMP" w..an.u.on i.• Bechtel Communications Ed Block 100 Paragon Drive,Suite 275 520 South Main St.,Suite 2531 Montvale, NJ 07645 Akron,OH 44311 (201)571-0608 (330)572-2100 eblock@gpdgroup.com GPD#2012819.5678.01 October 18,2012 STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 5678 Site FA: SOUTHOLD Site Name: 10074795 AT&T Project: MOD LTE 8/12/12 ANALYSIS CRITERIA: Codes: TIA/EIA-222-F,2006 IBC,2010 NYSBC&ASCE 7-05 85 mph fastest-mile with all ice 38 mph fastest-mile with 3/4"ice SITE DATA: 414 05 Route 25,Peconic,NY 11958,Suffolk County Latitude 410 2'28.784" N,Longitude 720 27'31.568"W Market:NYC/NN) 130'FWT Self Support Tower Ms. Lisa Weiss, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 78.9% Pass Foundation Ratio with Proposed Equipment: 75.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Communications. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. VVAITlINO-IT IS A VIOLPTI014 OF(AW FOR ANP Respectfully submitted, AOTIJ G UNDER HE DIRECT ON.OF A LIC€IV$E®Is PROFESSIONAL,ENQINEEIL of Wi John N. Kabak,P.E. co - Oe9 Q- New York#:090039-1 � A 090039-" !` ° SS►oNP� 520 South Main Street.Suite 2531.Akron,Ohio 44311.330-572-2100.Fax 330-572-2101 .www.GPDGrou%corn Glaus Pyle Schomer Bums and DeHaven,Inc Akron.Atlanta.Cleveland.Columbus.Indianapolis.Louisville.Marion.Phoenix.Seattle.Youngstown 130 Ft Self Support-Structural Evaluation AT&T USID:5678 SUMMARY&RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to Bechtel Communications. This report was commissioned by Ms. Lisa Weiss of Bechtel Communications. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. TOWER SUMMARY AND RESULTS em." r<, }Ca acit :.Resu P Y " It's, Les 36.3%0 Pass Diagonals 31.0% Pass Horizontals 46.5% Pass Connection Bolts 78.9% Pass Anchor Rods 27.4% Pass Foundation 75.3% Pass ANALYSIS METHOD TnxTower(Version 6.0.4.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, and wind load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED `•.,'. �Remarks _ - -- - `Source Equipment Modification Form AT&T Internal Modification Document, uploaded 8/20/2012 Siterra RF Data Sheet AT&T RFDS Revision V02, dated 5/30/2012 Bechtel Tower Design Not Provided N/A Foundation Design Tectonic WO#: 756.229.1.3,dated 5/2/1991 Siterra Geotechnical Report Tectonic WO#: 756.229.1.3, dated 3/6/1991 Siterra Previous Structural Analysis APT Project#NY141 LTE400, dated 5/25/2012 Bechtel 10/18/2012 Page 2 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to f5'AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing loading was obtained from the previous structural analysis by APT Project#NY141LTE400, dated 5/25/2012, the Equipment Modification Form, the RF Data Sheet and site photos, and is assumed to be accurate. 12. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. 13. The azimuth of Tower leg A is 310° based on satellite imagery. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD Group should be allowed to review any new information to determine its effect on the structural integrity of the tower. 10/18/2012 - Page 3 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition,twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail,etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. 10/18/2012 Page 4 of 4 130 Ft Self Support-Structural Evaluation AT&T USI D:5678 APPENDIX A Tower Analysis Summary Form 10/18/2012 Tower Analysis Summary Form Geasend Into San xsmo SOUTHOLD Slat Number xYNYNYD229 sa75 The information contained In this summary report Is not to be used Independently FA Number 10074795 from the PE stamped tower analysis. Dam of 10n82012 Cama PerkrmbgAre GPD Tower bfo Description Dab Design Parameters Tover Typo(G,SST,MP) BST Analysis Reautb%5bumum Uwgs Design Cade Used TWEIA422.F,20061BC, EXIsB wened•Fvbna Pro adCoadfSon Tower Hs olabelAGL 130' 201DNYSBC&ASCE?-05 Taxer% 78.9% Town kbmdaehser PWT Lneatkn nTaxar Co Ebb Suffol Naw York Terwr Baw 274% Taxa Medal Na Back Wind Speed(mpA 85 Foundaton% 75.3% TaxanonD Na ke TMci—(in) 075 Foundation Ad uate7 Vea Foundation eeWt Teatanlo WO 0;756228,1.3 !Jl/tBB1 stuctse CtaWtrason(L O.In) Oeob h Report Tectonic WO IF 766739.103 31stim Exposure Category(B,C.D) T—Mapping We Topographic C 1k6 Pndow 64uc0aW APT PromtONY141 LTE400, 6252012 Foundation Me Na Stec Yield 6Dan th ks 1ltg- Elred, 35 Bob A325 Anchor Rode 36 E.dg.o IResaned Lmdbg Aftr—,(; - ., Me= T—.IWan Line Anbnre Owmr Moan Aft—CL Oum2y Type V rufachrer Mode AtimuSt O Abcbrnm He M R uanlXy Mandaeknr Typa GwmBy Modal film FawlLe Unmown 125 136 1 Omni Unknown Is'Omni 1 Unknown 10'Platform 7 Unknown 112" Face C Unkrewn 128 138 3 Omni Unknown IS-Omni on thee...mount J Unknown 715' Face Unit— 128 131 1 Orn.) Unknown a-ChnM on the some mount 1 lu.krown 12' FaceC ATdT Mob 128 130 6 Panel CoAYsw Unknown 01120/240 on me soma mount 6 Unmown 715" FewB AT&T Meb 125 13D 2 Panty on 7292.02 01740 on the same mount 4 Unknown 715' Face B AT&T Moh 128 130 1 Panel Rennin 60010121 120 on the aama mount 2 Unknown 715" Face B AT&T Mab 126 130 2 Dish Radio—. 2.5'Dish onthesamemount 2 Unknown 718' Face AT&T Mob 126 1308 ITMA Wide SB MHA Ion the same mount AT&T Mobility 128 130 2 IDIPW.. Ckaroom CCOP-010-1W-02 on the same mount T.M.W. 115 116 3 Panel Andrew TMBXX.6516 3 Unknown 12'T.Fnme 24 Unknown 1414' Face T-Meblle 115 118 J Panel RFS APXISPV-16PVL on the Same mountr 7 Unknown 114' Face T-Mob5e 71a 116 3 TMA Unlmawn TMA on the aama moum. Unknown 100 710 2 Omnl Unknown 20'0mn1 3 Unknown 12'T-Fnmo 2 Unknown 716" Face Unlurown 100 109 1 Omnl Unknown 1s-Omni on the same mount I Unknown 715' FaceA Vodmn 100 700 6 Panel Anb9 OXA 7009014 on the same mount 12 Unknown 715" IF.c.A Van— 100 100 3 Panel Antal BXA-17109018 In.the serno mount Verlmn 100 100 is DI kser RFS FDSR60041C.3L on the eamo mount Unknown t00 700 1 yen[ Unknown 8'Yafll onthocamamount 1 Unknown 713" Face Unknown 100 100 1 GPs Unlm— GP9 on mD same mount 7 Unknown 715" FaeaA Unknown 100 90 2 Omni Unknown 20'Omsl on the same mount 2 Unknown 71V Face Unkmwn 91 61 1 Ya 1 Unknown 91 I L Mounted 1 Unknown 718' Face Unkmm 85 88 6 Pane l( hreb 600-40504 3 Unknown 101 Y-Fnme 12 Unknown 1.518" FaceC Unkmwn 1 lUnknomm 114" FaceC Unknown 38 141 1 Omni Unknown 6.Omni 1 Ueimown IStndeff 1 jUnkaown 314' FaaoC Nob(6)otihe eeeUg Cdrraw emamea at 190'ehal be removed pdork the keblotlon of th popoaod cendgioetion sad hew net been conekered In thin analysis.N other ereeUghovemd equipment shell be mused. Pro sad Lmdln ANeme_ Mound iranemhtlon Ndemm Oemer Moist An""'CL OunUy TYPe Idarsrbc0ser Model Aemnsh O - Abdmen fl uam8y Manadaefuer Type Oua" Model Site awA AT&T Mob 129 130 7 Panel Andrew DBXNH6565A-A2M On20240 on the cebting mount 1 F@er 494" Face B AT&T Mob 126 1J0 12 Panel Antlrew DB%NM2695Aa12M 0240on the eabtln meant 2 DC Power .778" Few ATBT Mob 128 130 J RRN Akabl Lucent 9442-7Do on me eXbtlng meant 2 RET 315" Face B AT&T Mob 128 130 3 RR" AkatelLucent 9442.AW8 on the eabtln mount AT&T Mobility 128 130 11 18uq.Su resser Ray,, DC6-48-60+18-0F an the esbtln mount Nato The pmponed equpmen ee8 be kek8ed in addiben b the mmskhg odMkglmwmd 1ndM atthe same elew0on Fuhae lading Arlt— - - Mount Tronamivkn Lure Nsarae Ower �Moum Ar@tn CL- Oumay Typs Meeaftetuar Model Acceath Ourttly MamdactrerAbetrnam Type Guamay Madel fila• Faee/Le 130 Ft Self Support-Structural Evaluation AT&T USI D:5678 APPENDIX B TnxTower Output File 10/18/2012 MxTower Job NYNYNY0229(5678)SOUTHOLD Page 1 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12] Akron,OH44311 Client Designed by Phone-330-572-2100 Bechtel FAX.•330-572-2101 rbreitenstein 0 T6Wer, nput Data The main tower is a 3x free standing tower with an overall height of 130.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 17.00 ft at the base. This tower is designed using the TLAMIA-222-17 standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice density of 56 pcf. A wind speed of 38 mph is used in combination with ice. Temperature drop of 50'17. Deflections calculated using a wind speed of 50 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Fe6dU60/ ine rA0,06ftdnq' nde§ - Ent d'M'ft ftd_"0r'F16t".." , Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in (Frac FW) Row in in in Ar Climbing A Yes Af(CfAe) 130.00-0.00 0.0000 0 1 1 3.8400 3.8400 15.3600 4.81 Ladder(A0 Feedline A Yes Af(CfAe) 100.00-8.00 0.0000 -0.3 1 1 3.0000 3.0000 12.0000 8.40 Ladder(A0 LDF5-50A A Yes Ar(CfAe) 10000-8.00 00000 -03 19 15 1.0000 1.0900 0.33 (7/8 FOAM) (Verizon) LDF5-50A A Yes Ar(CfAe) 128.00-8.00 0.0000 01 3 3 1.0000 10900 033 (7/8 FOAM) Feedline B Yes Af(CfAe) 128.00-8.00 0.0000 0 1 1 3.0000 3.0000 12.0000 8.40 Ladder(At) LDF5-50A B Yes Ar(CfAe) 128.00-8.00 0.0000 0 14 14 1.0000 1.0900 0.33 (7/8 FOAM) (ATI) LDF4-50A C Yes Ar(CfAe) 128.00-8.00 0.0000 -0.03 2 2 0.6300 0.6300 0.15 (1/2 FOAM) Feedline C Yes Af(CfAe) 114.00-8.00 -1.0000 -0.33 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF6-50A C Yes Ar(CfAe) 114.00-800 -6.0000 -0.33 24 8 1.0000 1.5500 0.66 (1-1/4 FOAM) (T-Mobile) LDFI-50A C Yes At(CfAe) 114.00-8.00 -1.0000 -0.39 1 1 0.3500 0.3500 0.06 (1/4 FOAM) (T-Mobile) Feedline C Yes Af(CfAe) 128.00-8.00 0.0000 0 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF5-50A C Yes At(CfAe) 91.00-8.00 0.0000 0.01 1 1 1.0000 1.0900 0.33 (7/8 FOAM) Job Page MxTower NYNYNY0229(5678)SOUTHOLD 2 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone-330-572-2100 Bechtel FAX.330-572-2101 rbreitenstein Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg t in (Frac FWf Row in in in pl 3/4"feedline C Yes Ar(CfAe) 38.00-8.00 0.0000 0.03 1 1 0.7500 0.7500 0.25 Feedline C Yes Af(CfAe) 88.00-800 0.0000 0.25 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF7-50A C Yes Ar(CfAe) 8800-8.00 0.0000 0.25 12 6 1.0000 1.9800 0.82 (1-5/8 FOAM) LDFI-50A C Yes Ar(CfAe) 88.00-8.00 0.0000 0.3 1 1 0.3500 0.3500 0.06 (1/4 FOAM) 3/8"Fiber B Yes Ar(CfAe) 128.00-8.00 0.0000 0.08 1 1 0.3750 0.3750 0.10 Cable (ATT) 7/8"DC B Yes Ar(CfAe) 128.00-800 0.0000 0.09 2 2 0.5000 0.8750 0.60 Power Cable (ATT) RET Cable B Yes Ar(CfAe) 128.00-800 0.0000 0.1 2 2 0.4400 0.4400 0.08 (ATT) Discrete:Tower,L'oads;,', :s Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Hon Adjustment Front Side Leg Lateral Vert J? ofi f? fr' lb ft ft 10'Platform w/Rails C None 0.0000 128.00 No Ice 26.69 26.69 1400.00 12"Ice 37.19 37.19 1700.00 1"Ice 47.69 47.69 2000.00 Celwave Antenna C From 4.00 -10.0000 128.00 No Ice 5.84 4.05 48.25 (ATT) Centroid-Fa 0.00 1/2"Ice 6.29 4.67 92.01 ce 2.00 1"Ice 6.76 5.32 144.59 7262.02 A From 4.00 -10.0000 128.00 No Ice 2.68 1.93 10.80 (ATT) Centroid-Fa 0.00 1/2"Ice 300 2.25 26.88 cc 2.00 1"Ice 333 2.57 47.01 7262.02 B From 4.00 -10.0000 128.00 No Ice 2.68 1.93 10.80 (ATT) Centroid-Fa 0.00 12"Ice 300 225 2688 ce 2.00 1"Ice 333 2.57 47.01 800 10121 C From 4.00 -10.0000 128.00 No Ice 5.46 3.29 46.00 (ATT) Centroid-Fa 0.00 12"Ice 5.88 3.64 78.91 ce 2.00 1"Ice 6.31 3.99 116.59 (2)MHA1900 A From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 12"Ice 1.10 0.50 7.50 cc 2.00 1"Ice 1.25 0.61 15.50 (2)MHA1900 B From 4.00 0.0000 12800 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 12"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 125 0.61 15.50 (2)MRA1900 C From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 12"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 125 0.61 15.50 (2)CCDP-410-1 C From 4.00 0.0000 128.00 No Ice 029 0.26 5.50 (ATT) Centroid-Fa 0.00 1/2"Ice 0.37 0.33 8.31 ce 2.00 1"Ice 0.46 0.42 12.28 16'Omm A From 4.00 0.0000 128.00 No Ice 5.54 5.54 6000 Centroid-Fa 0.00 12"Ice 7.18 7.18 99.23 ce 8.00 1"Ice 8.83 8.83 148.73 15'Omni A From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 12"Ice 6.73 6.73 94.50 9 7.00 I"Ice 8.28 8.28 140.97 tnxTower Job NYNYNY0229(5678)SOUTHOLD Page3 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX.-330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft fig fr' lb ft tr 15'Omni B From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 6.73 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 15'Omni C From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 673 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 6'Omm C From 4.00 0.0000 128.00 No Ice 1.77 177 25.00 Centroid-Fa 0.00 1/2"Ice 2.13 2.13 38.24 ce 3.00 1"Ice 2.50 2.50 55.59 Pirod 12'Knockdown A From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 1/2"Ice 13.67 10.13 411.05 0 00 V Ice 17.58 13.21 538.54 Pirod 12'Knockdown B From Leg 1.00 600000 115.00 No Ice 976 7.05 28356 T-Frame 1.73 1/2"Ice 13.67 10.13 41105 0.00 V Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 1/2"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 TMBXX-6516-R2M w/ A From Leg 2.00 600000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 3.46 1/2"Ice 834 6.92 121.44 (T-Mobile) 0.00 V Ice 907 7.97 190.94 TM13XX-6516-R2M w/ B From Leg 2.00 60.0000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 346 1/2"Ice 8.34 6.92 121.44 (T-Mobile) 0.00 1"Ice 9.07 7.97 19094 TMBXX-6516-R2M w/ C From Leg 2.00 60.0000 115.00 No Ice 756 5.72 63.80 Mount Pipe 346 1/2"Ice 8.34 6.92 121.44 (T-Mobile) 000 1"Ice 9.07 7.97 190.94 APXI6PV-16PVL w/Mount A From Leg 2.00 60.0000 11500 No Ice 6.79 305 62.15 Pipe 3.46 1/2"Ice 7.23 3.65 10399 (T-Mobile) 0.00 P Ice 7.68 4.27 154.52 APXI6PV-16PVL w/Mount B From Leg 200 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 1/2"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 P Ice 768 4.27 154.52 APXI6PV-16PVL w/Mount C From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 1/2"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 V Ice 7.68 4.27 154.52 TMA(Tower Mounted A From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 27.81 TMA(Tower Mounted B From Leg 200 600000 11500 No Ice 1.40 070 5.00 Amplifier) 346 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 173 0.95 27.81 TMA(Tower Mounted C From Leg 2.00 60.0000 115.00 No Ice 140 0.70 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 000 1"Ice 1.73 0.95 27.81 Pirod 12'Knockdown A From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 1/2"Ice 13.67 10.13 411.05 0.00 V Ice 1758 13.21 538.54 Pirod 12'Knockdown B From Leg 173 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 1/2"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 1/2"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 (2)BXA-70090/4CF w/ A From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 6.35 149.49 tnx,Tower Job Page NYNYNY0229(5678)SOUTHOLD 4 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX 330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft f? fig lb ft fr (2)BXA-70090/4CF w/ B From Leg 3.46 300000 10000 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 635 149.49 (2)BXA-70090/4CF w/ C From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 P Ice 5.78 6.35 149.49 BXA-171090/8CF w/Mount A From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 36.55 Pipe 2.00 1/2"Ice 4.25 4.83 70.89 (Verizon) 0.00 1"Ice 4.78 5.57 115.10 BXA-171090/8CF w/Mount B From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 36.55 Pipe 2.00 1/2"Ice 4.25 4.83 70.89 (Verizon) 0.00 1"Ice 478 5.57 115.10 BXA-171090/8CF w/Mount C From Leg 3.46 30.0000 100.00 No Ice 363 3.80 36.55 Pipe 2.00 1/2"Ice 4.25 4.83 70.89 (Venzon) 0.00 1"Ice 4.78 5.57 115.10 (2)20'Omni A From Leg 346 0.0000 100.00 No Ice 4.00 4.00 40.00 2.00 1/2"Ice 6.03 6.03 70.77 10.00 P Ice 8.07 8.07 114.12 (2)20'Omni B From Leg 3.46 0.0000 100.00 No Ice 4.00 4.00 40.00 2.00 1/2"Ice 603 6.03 70.77 -10.00 1"Ice 807 8.07 114.12 18'Omm C From Leg 3.46 0.0000 100.00 No Ice 5.40 5.40 20.00 2.00 1/2"Ice 7.23 7.23 58.89 9.00 V Ice 9.08 908 109.24 8'Yagi C From Leg 346 0.0000 100.00 No Ice 1.60 1.60 3500 200 1/2"Ice 2.42 2.42 4745 000 V Ice 324 3.24 65.14 GPS C From Leg 3.46 0.0000 100.00 No Ice 0.17 0.17 0.87 2.00 1/2"Ice 0.24 0.24 3.85 000 1"Ice 0.32 0.32 7.85 2'Sidearm-Flat(GPD) C From Leg 100 0.0000 93.00 No Ice 0.80 1.60 31.31 0.00 1/2"Ice 1.05 2.00 39.47 0.00 1"Ice 1.30 2.40 47.63 6'Yagi C From Leg 0.00 0.0000 91.00 No Ice 1.20 1.20 30.00 0.00 1/2"Ice 180 1.80 39.39 0.00 1"Ice 2.17 2.17 52.81 Pirod 10'Knockdown A From Leg 1.00 0.0000 88.00 No Ice 8.83 705 268.16 T-Frame 0.00 1/2"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 13.21 508.22 Pirod 10'Knockdown B From Leg 1.00 0.0000 88.00 No Ice 8.83 7.05 268.16 T-Frame 0.00 1/2"Ice 1237 10.13 388.19 000 1"Ice 15.91 13.21 508.22 Pirod 10'Knockdown C From Leg 100 0.0000 88.00 No Ice 8.83 7.05 268.16 T-Frame 000 1/2"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 13.21 508.22 (2)5'x6"x3"Panel A From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 1/2"Ice 4.13 2.65 30.35 0.00 V Ice 4.51 302 55.37 (2)5'x6"x3"Panel B From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 1/2"Ice 4.13 2.65 30.35 0.00 1"Ice 4.51 3.02 55.37 (2)5'x6"x3"Panel C From Leg 200 0.0000 88.00 No Ice 3.75 2.29 10.00 000 1/2"Ice 4.13 2.65 30.35 0.00 P Ice 451 3.02 55.37 2'Sidearm-Flat(GPD) C From Leg 1.00 0.0000 78.00 No Ice 0.80 1.60 31.31 0.00 1/2"Ice 1.05 2.00 39.47 0.00 V Ice 1.30 2.40 47.63 Go,ot, 1617 031 ON 097 00,8zl 0000*0 00T Euoij opa pploquiud V tlsiu.97 ql of IF o o IV PaA 111MAl IMN07 20`7 vaiv lajaluDi(T wvag ;Uatu)st*v -oH addl addl do jqbtq,fl ainmadV ap!slilo uollvAalg 9p f q;nu(zzV s7asffo lasffo qsl(7 aov_l -;0.11-a s ,' a 4 . 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Deflection Tilt Twist Radius of Load Curvature ft Comb. in o o /1 130.00 2.5'Dish 31 1.323 0.0786 0.0056 600133 128.00 10'Platform w/Rails 31 1289 0.0782 00055 600133 115.00 Pirod 12'Knockdown T-Frame 31 1.072 00748 0.0048 200046 10000 Pirod 12'Knockdown T-Frame 31 0.835 0.0683 0.0046 120427 93.00 2'Sidearm-Flat(GPD) 31 0.732 0.0644 0.0046 105491 9100 6'Yagi 31 0.703 0.0633 0.0046 102662 88.00 Pirod 10'Knockdown T-Frame 31 0.661 0.0616 0.0046 101178 78.00 2'Sidearm-Flat(GPD) 31 0 529 0.0559 0.0044 104927 72.00 2'Sidearm-Flat(GPD) 31 0.455 0.0523 0.0041 106696 38.00 3'Sidearm-Flat(GPD) 31 0.136 0.0275 0.0022 75756 r :Bolt Desi n;,Data:F Section Elevation Component Bolt Bolt Sue Number Maximum Allowable Ratio Allowable Criteria No. Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable /b Tl 130 Leg A325N 0.7500 6 2558.99 19438.60 0132 Y 1.333 Bolt Tension Diagonal A325N 0.6250 1 2747.28 6442.72 0.426 1.333 Bolt Shear Top Girt A325N 06250 1 32.16 5165.63 0.006 1 333 Member Block Shear T'2 T2 110 Leg A325N 0.7500 6 6127.17 19438.60 0.315 #r 1.333 Bolt Tension Diagonal A325N 0.6250 1 4068.90 6442.72 0.632 1.333 Bolt Shear 13 90 Leg A325N 0.7500 6 10270.50 19438.60 0.528 1.333 Bolt Tension Diagonal A325N 06250 1 4540.49 6442.72 0.705 1.333 Bolt Shear T4 70 Leg A325N 0.7500 6 14081.90 19438.60 0.724 1.333 Bolt Tension Diagonal A325N 0.6250 1 4801.26 644272 0.745 1.333 Bolt Shear T5 50 Leg A325N 07500 6 17208.90 19438.60 0.885 1.333 Bolt Tension Diagonal A325N 0.6250 1 5807.42 1288540 0.451 1.333 Bolt Shear T6 30 Leg A325N 0.7500 6 20434.10 19438.60 1.051 it 1.333 Bolt Tension Diagonal A325N 0.6250 1 6116.61 12885.40 0.475 � 1.333 Bolt Shear T7 10 Leg A36 2.0000 6 21938.20 60130.10 0.365 1.333 Bolt Tension Diagonal A325N 0.6250 1 6363.32 12885.40 0.494 1.333 Bolt Shear tnTower Job NYNYNY0229(5678)SOUTHOLD Page x. 7 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone.330-572-2100 Bechtel rbreltenstein FAX:330-572-2101 1 1 1 Section acifY'Table' Section Elevation Component Size Critical P SF*Paflo. % Pass No. ft Type Element lb 1b Capacity Fail TI 130-110 Leg 3 2 -19596.20 178891.26 11.0 Pass T2 110-90 Leg 31/2 32 45206.70 212841.43 21.2 Pass T'3 90-70 Leg 4 53 -74919.50 318029.79 236 Pass T4 70-50 Leg 4 74 -102653.00 318029.79 32.3 Pass T5 50-30 Leg 4 95 -126584.00 373303.97 33.9 Pass T6 30-10 Leg 45/16 116 -151943.00 449998.12 33.8 Pass U 10-0 Leg 45/16 137 -163644.00 450756.60 363 Pass TI 130-110 Diagonal L2 I/W 1/2x1/4 11 -2747.28 21110.59 13.0 Pass T2 110-90 Diagonal L2 1/2x2 1/2x1/4 36 -4068.90 15958.54 25.5 Pass T3 90-70 Diagonal L3x3x 1/4 56 -4540.49 20497.27 22.2 Pass T4 70-50 Diagonal L3x3xl/4 77 -4800.00 16094.11 298 Pass T5 50-30 Diagonal 21,2 1/2x2 1/2x1/4 98 -5807.42 26895.81 216 Pass T6 30-10 Diagonal 2L21/2x21/2x1/4 119 -6116.61 22457.18 272 Pass T7 10-0 Diagonal 21,2 1/2x2 1/2x1/4 140 -6363.32 20549.53 31.0 Pass T5 50-30 Secondary Horizontal L2 1/2x2 1/2x1/4 103 -219524 9176.13 23.9 Pass T6 30-10 Secondary Horizontal L2 1/2x2 1/2xl/4 124 -2635.02 693469 38.0 Pass T7 10-0 Secondary Horizontal L2 1/2x2 1/2x1/4 146 -2837.94 6100.47 46.5 Pass T1 130-110 Top Girt L2x1 1/2x3/16 5 -28.69 7352.68 0.4 Pass Summary Leg(17) 36.3 Pass Diagonal 31.0 Pass (T7) Secondary 465 Pass Horizontal (T7) Top Girt 0.4 Pass (TI) Bolt Checks 78.9 Pass RATING= 78.9 Pass Program Version 6.0 4.0-1/27/2012 File C-/TJsers/rbreitenstein/Desktop/5678/tnx/5678.eri 130 Ft Self Support-Structural Evaluation AT&T USID:5678 l APPENDIX C Tower Elevation Drawing 10/18/2012 s ITYt tLtV • � 10'platform w/Rals AI IUN i 1 TYt eel ails 128 APXI6PV- tLtVA11► 726202(ATT) 126 16PVL W/Mount Pipe 115 (UMobile) 128 l'I 7262 o2(ATn TMA 7 (Tower Mountedpli fier115800 10121(gn 128 (T-Mobile) 128 m (2)MHA1900(ATr) 128 TMA(Tower Mounted Amplifier) 115 (2)MHA1900(ATT) 128(2)MHA7 (A---_77�_-- 128 (Moble)rMountedg 900 .0fier) 115 - (2)OCDP-410.1(ATn 128 '110d 12'Knockdown T-Frame 16.Omnn (2)BXA- 100 1S Omm 128 7�90/4CF w/Mount Pipe m 128 (Verizon) 1GO 1S Om (Verizon) 090/4CF w/Mount Pipe 100 15'Omni 128 S 110 011 6'Omn-- 128 I (2)B -70690/4.1 w/Mount Pipa 100 I DB)ay"565p A2M q 128 126 (Verizon) DBXNH-6565A-A2M M BXA-171090/8CFw/Mount Pipe 1� DBXNH-6565XA2M(AT4 128 (Verizon) k` DBXNH-85g5A-A2M 128 BXA-171090/8CF w/Mount Pipe 1 q ' '---A2M�Am 128 (Ver¢on) 00 C m ({ 9442RH H57pp�q7n(Am 128_- Ne�on) BCF w/Mount Pipe 100 I ([1{ } 9442 RRH 700(A'IT) 128 If128 (2)20'Omnl 9442 RRH 700(ATT)I (2)20'Omni 100 9442 RRH 128 100 128 18'0 mni 9442 RRHAWS(ATT) 8'Yegi 100 9442RRHAWS(gTn 128 GPS 166 ----------- 90011 DC 100 z j Unit(ATn0.1&8F Surge Sup 128 128 P�md 12'Knockdown T-F... 100 2 5'Dish(ATT) Prod 12'Knockdown T-Forme I I 2 5'Dish(ATT) 128 —Sid earm_Flat(GPD) 100 I 128 6'Yagi 93 Prod 12'Knockdown Tframe Prod 10'Knockdown T-Frame 91 I Prod 17 Knockdown LFrame 115 86 m Protl 17 Knockdown T-Frame 115 (2)5k6"x3'Panel 86 J TMBXX�51 115 (2)5k6'a3"Panel I rn 1• (T-Mobile) w/Mount Pipe 115 (2)5k6°n3°Panel 88 �ql Pirod 16'Knockdown T-Frarno 88 TMBXXE5I64R2M w/Mount Pipe 175 Prod 10' 88 i (T-Mobile) Knockdown T-Frame _ 86 g TMBXX-6516-R2M w/Mount Pipe Flat(GPD) x (T-Mobile) 115 2'Sidearm 78 70 0 R 2' 'dearm_Flat(GPD) 72 ' m APXI6PV-16PVL w/Mount Pipe 3'SIdea rm_Flat(GPD) (T-Mobile) 115 6'Omni 36 APX16PV- 38 I (7Mobile)16w/Mount Pipe 115 I _ co GRADEMArERIAL Sr F i Fu RENGrFI As72-so 150k., GRADE ss ksi F A36 36 ksl FU IF z I sa ksi 1 Tower is located in Suffolk C TOWER DESIGN NOTES so 011 2• Tower designed for a 85 In y New York 3. Tower is also designed for a 38 mph basic winsic wind in d h accordance t tee T 4. Deflections are based upon a 50 m IA/EIA-222-F Standard I 5. TOWER RATING.78.9°x° Ph wind I � I I I I I MAX CORNER REACTIONS AT BASE' — -- -- DOWN. 169494/b Q r 300 it SHEAR. 18158/b UPLIFT - 136241/b SY; UaSHEAR; 15197/6 cj N I AXIAL I i i 72208/b SHEAR HE/b 9093 b MOMENT � I � 739751/b-f1 10 011 TORQUE 2796/b-ff 38 mph WIND-0.7500/n ICE AXIAL 40598/b SHEAR Z MOMENT 0011 ( i 29080/b ` m 2296224 Ib-ft a y l 2 o f N TORQUE 10734/6-ft o I o =I y REACT/ONS-85 mph WIND ip � L N ry Q m m t IN 2 GPD Groun °b NYNYNY0229(5678)SOUTHOLD Feedline Distribution Chart 0' -130' RoundFlat �� � App In Face App Out Face Truss Leg 73000 Face A Face B Face C 12800 13000 12800 —' -- 11400 11400 11000� 11000 -- 10000 10000 I i I 90 OO — -- 9100 _ 9100 _ 8800 8800 .2000 c 70001 70 00 C rtq+ N 9 u2 LL K U > ^ v O WIv N O O Q O _ _ 150 00 9 0 � � � m J d O LL [] C —1800 38 00 30001 — 30 00 m I— 6 m 10 00 8 8 A00 10 00 0 00 00 I0 00 �sw GPD Group °h NYNYNY0229 5678)SOUTHOLD -�/,/►®520 South Main Street-Suite 2531 Protect 2012819.5678.01 GPD c,ItOuP Akron,OH 44311 Client Bechtel ��App�dConsulting Engineers Phone•330-572-2100 code TIA/EIA-222-F ale NTSFAX 330-572-2101 Path C 1Use s6hreReg N0 E-7 Feedline Plan --------__.___ Round 101 -----�__ Fla[ --'�-� App In Face --__ App Out Face Section @ 10' I I l I I I (3)LDFS-50A(7/8 FOAM Climbing Ladder(q IkbWfi�LUW*�OAM)(ATT) IY�"#aAajl�ble(ATT) 91, ��tal o Feedhne Ladder(q� (19)LDF5SOA(7/8 FOAM)(Venzon2 ff � O yo �� SSP y°P ' • •• iii�••''LO 12 I GPD Group °b 520 South MaiNYNYNY022g 5678 SOU GPD GROUP OUm n Street-Suite 2531 Prolect 2012819.5678.01 THOLD consulting Engineers Akron,OH 44311 client Phone 330-572-2100 code Bechtel Draw by rbreitenstet APP'd FAX'330-572-2101 Path TIA/EIA-222-F Date 10/18/12 Scale NTS C Iusersy5reitensteiMl kto 15678ifriM5678.6 Oa'g No E-7 130 Ft Self Support-Structural Evaluation AT&T USID:5678 APPENDIX D Foundation Analysis 10/18/2012 Company GPD Group Designer rbreitenstein Job Number 2012819.5678 01 NYOct P 2012 NYNY0229(5678)SOUTHOLD 3.35 PM Checked By. Slabs Label 1 S1 Thickness in 45 Material Pedesta/s Conc4000NW 1 el ha N9 CRECT36X36 Conc3000NW De ' n R l T ical 0 99 3 CRECT36X36'' :.Co'lic$000NW``: h;= N7 CRECT36X36 T lcal:' 60_.':'_;:9; ,,......., Conc3000NW T !cal Soi/Re ions 99 Label Sub rade Modulus k/ft^3 1 SP1 500 Allowable Bearin ks 4 Is Gross? Point Loads and Moments Cat 1:DL Yes Ell 1 Label N7 Direction Magi'11,111 I'll 111: k k-ft 3 X a -64.448 N8 4• 5 "N8.,: w„X -64.448 6 N9 a Y 169.494 Area Loads Cat DL -9.693 1 Label AL1 Ma nitude ks m Load Cobinations .942 Label S... Service A.. SF Cate..FactorCate.FactorCate. ..FactorCate..Facto.cate..FactorCate.Facto------.Factor 1 Stren th es FactorCate DL 1 LL 1 2 L Service es -•Yes. <DL 1, ;.LL'` HL 1 '1P HL' 1 Slab Soi/Pressures 13V Combination 2 Label 1 2 S1 753 Sod s Pressure ks Allowable Bearin 3.014 Point Slab Ove fUmin Safe Factors 4 N520 LC Slab Mo-XX k-ft Ms-XX k-ft Mo-ZZ k-ft Ms-ZZ k-ft 1 2 S1 2137.521 17920.613 3281.719 17598.431 Ms-XX/Mo-XX Ms-ZZ/Mo-ZZ 8.384 5.363 RISAt-oundation Version 4.0.1 [C:1UserslrbreitensteinlDesktop156781Calculations15678.fnd] Pae 1 9 z x 169.494k -9 6 3k 93k 6 93k Loads.DL-Dead Load Results for LC 1,Strength GPD Group rbreitenstein :NYN7YNY0229678)SOUTHOLD Oct 18, 2�3:33 2012819.5678.01 5678.fnd GPD GROUP, Gan P'n StA:mr,[ura i[MlawR Lw Bechtel Communications Ed Block 100 Paragon Drive,Suite 275 520 South Main St.,Suite 2531 Montvale, NJ 07645 Akron,OH 44311 (201)571-0608 (330)572-2100 eblock@Bpdgroup.com GPD#2012819.5678.01 October 18,2012 STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 5678 Site FA: SOUTHOLD Site Name: 10074795 AT&T Project: MOD LTE 8/12/12 ANALYSIS CRITERIA: Codes: TIA/EIA-222-F,2006 IBC,2010 NYSBC&ASCE 7-05 85 mph fastest-mile with Q"ice 38 mph fastest-mile with 3/41,ice SITE DATA: 414 05 Route 25,Peconic,NY 11958,Suffolk County Latitude 41° 2'28.78411 N,Longitude 72° 27'31.568"W Market:NYC/NNJ 130'FWT Self Support Tower Ms. Lisa Weiss, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 78.9% Pass Foundation Ratio with Proposed Equipment: 75.3% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Communications. If you have any questions or need further assistance on this or any other projects please do not hesitate to Cal I. WlM- 1140-IT IS A VI0LI'T10,14 OF LAW FOR ANY Respectfully submitted, PERSON DIR DIRECTION A UNLESS IS PROFESSIONAL ENQINEEIL —_ - pf NEW, — John N. Kabak,P.E. Co o�N N KAe 0`' New York#:090039-1 9¢ 2(P �A X90039''' ��✓ �OFEss►oNP�' 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100.Fax 33 — .._ —wyuw.GPDGrouo.wrn Glaus Pyle Schomer Bums and DeHaven,Inc. Akron.Atlanta.Cleveland.Columbus.Indianapolis.Louisville.Marion.Phoenix.Seattle.Youngstown 130 Ft Self Support-Structural Evaluation AT&T USID:5678 SUMMARY&RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to Bechtel Communications. This report was commissioned by Ms. Lisa Weiss of Bechtel Communications. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. TOWER SUMMARY AND RESULTS Mem�ier' r `` Capaci `"°`' `' Vr "`Results` Les 36.3% Pass -Diagonals 31.0% Pass Horizontals 46.5% Pass Connection Bolts 78.9% Pass Anchor Rods 27.4% Pass Foundation 75.3% Pass ANALYSIS METHOD TnxTower(Version 6.0.4.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, and wind load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED - :; Remarks. SourceLV-- Equipment Modification Form AT&T Internal Modification Document, uploaded 8/20/2012 Siterra RF Data Sheet AT&T RFDS Revision V02,dated 5/30/2012 Bechtel Tower Design Not Provided N/A Foundation Design Tectonic WO#: 756.229.1.3,dated 5/2/1991 Siterra Geotechnical Report Tectonic WO#: 756.229.1.3, dated 3/6/1991 Siterra Previous Structural Analysis APT Project#NY141 LTE400,dated 5/25/2012 Bechtel 10/18/2012 Page 2 of 4 130 Ft Self Support-Structural Evaluation AT&T USI D:5678 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable,are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing loading was obtained from the previous structural analysis by APT Project #NY141LTE400, dated 5/25/2012, the Equipment Modification Form, the RF Data Sheet and site photos, and is assumed to be accurate. 12. The proposed DC/fiber lines shall be installed next to the existing AT&T coax on tower face B. 13. The azimuth of Tower leg A is 310° based on satellite imagery. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD Group should be allowed to review any new information to determine its effect on the structural integrity of the tower. 10/18/2012 Page 3 of 4 130 Ft Self Support-Structural Evaluation AT&T USID:5678 DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition,twist free, and plumb. The engineering services rendered by GPD GROUP in connection with this Rigorous Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail,etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties,expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. 10/18/2012 Page 4 of 4 130 Ft Self Support-Structural Evaluation AT&T USI D•5678 APPENDIX A Tower Analysis Summary Form 10/18/2012 Tower Analysis Summary Form GaMral into 61b Nartee SOUTMOLD _ BN Numbs, NrnrnY0225 6678 Tito information contained h1 this summary report is not to 60 used Indepandemty FANunber 10074766 from the PE stamped tower analysis. Deb of 10/1012012 Can PerlonnegM GPD Tower Into Deacalittlon net. Design Parameters AnaMls Results%Maatmum Ussae Tow,Type(G,SST,MP) BST 7WEIq-332{,200818C, 2XIa aaarvW+Pugin+Pn ed ConditionTown He ufabel AOL 130' Design Coda Used 3010 NYSBC&ASCE 7-05 Tovwr% 708% Tower Manu6c0aer FBYT loaDon afTower Ce 5t.t. Suffolk.New York Tower B,M% 27A% T—r Model Na Bast Wised Speed mph ea Foundation 16 75.3% Town Design Na lee Thictr®(n) 0 75 Foundation AdequotV I Yea Foundation Dear Tortoni.WO 8:756 228.1.3 MMS91 0hc0aa ChW0callon 0.g,UB Ge"Report Te40061C WO B'7561201] 31SMSM EVoaae C.%2ory(B.C.D) Tuner,MaPpkig Na T-Pogrophi.C Ito PnNow SinalVe1 APr PnectVNY14ILTE400 er152012 Foundattn Ma Na Steel Yield Strength flurg Lean 60 B-Ing 30 Bdb A326 PIMwr Rods s0 EsInho IReserved Loa ,.A —. - Mout Tramenisslon Um Arebtaa Ovnwr mount Atdr n Cl Quantity Type Marsh h-r Model Azimuth O.." Mamdacbnr TM Ouadfty Model bite Attachment Fam/Le Unknown 138 130 1 Omni Unknovm 78'Omni 7 Unknown 10'Platform t Unknown 112• Ift.C Unknown 128 130 3 Omni Unknown 151 Omni on No.emo mount 3 Unknown 711• FaceA Unknown 128 131 1 Omni Unknown It'Omnl on the anme mount 1 Unknown ire Few AT&T liability 128 130 6 Panel C.M.. Unknown 01120/240 on the same mount 8 Unknown 711• Face B IT Mab Ills 130 Y Pane! on 728202 01240 on ten samo mount 4 Unknown 711• Face B AM Mob 128 130 1 Panel KaMrsn 80010121 120 on the same mount 2 Unknown 711• Fare B 8TBTM2b0ey 128 130 2 Dish Redlaweses 2.5'Dish onmassmamount 2 Unknown 711• Fo.eB . TBT Mob 126 130 6 TMA NOW. SB MHA on the soma mount AT&T M.bMty 128 1130 2 DI laxer Cleamom CCDPd104W432 on the samo mount T61eb0e 116116 J Panel Andrsw TMBXX6616 3 Unknown 12'T.Fnma 24 Unknown 1.114• Face T610D. 115 116 3 Pond RFS APX78PV-18PVL on the same mounb 1 UnMown 114' FaeoC T6lebae 116 its 3 TMA Unknown TMA an the samemeunt. Unknown 100 110 2 Omni Unknown 20'Omnl 3 Unknown 12'T{mmo 2 Unknown 711• F..A Unknown 100 too 1 Omnl Unknown 1S'Omm on the aama mount t Unknown 718• F Vedron 100 100 6 Panel Ant.) BKA-7000011 on ties semo mount 72 Unknown 716• F2 Vodmn 700 100 7 PondAnt.l EXA-17106010 on the soma mount Vedran 100 10D 0 DI less, RFS FDOR60041Cd1. on tho same mount Unknown too log 1 Ya I Unknown e'Y.OI ontheaamemount 1 Unknown 718' FaceA Unknown 100 tag 1 IGPS Unknown GPS on tho same mount 1 Unknown 715' FaceA Unknown 100 80 2 Omni Unknown 20'OmN onmommomount 2 Unknown 713- R.A Unknown 51 01 1 Vast Unknown 6'Ya I Leg Mounted 1 Unknown 711' Face Unknown a8 a8 6 Panel lKethroln 130040504 3 Unknown IO`T{rame 12 Unknown 14518" Face Unknown t Unknown 111" Face Unknown 35 41 1 Omni Unknown !a-Omni 1 Unknown jSt..doff 1 Unknown 314• Face No%(5)of fie edabg Care—nmrmeas at 1.shay be unmoved Prtrda the awE doh n of Bm Propoud mrfguabm and lane not been andtlomd le eels arnlyea Al oeere>efitphosemdsqupmemWlbe rsuwd. Proposed Loadinct Amami _ Meua Transmission Lme Ards—Owror hr Ante—CL I Out, ra. Mandoc0rer Madel V Atimulh Qum" MamdacOnr 7yPe Ouordlp' Model I S0 At%Cmem AT&T Mob 120 1]D 3 Penal Andrew D8XNH660SA-A2M 011201240 Iontheoxiscriomount 1 Fib., .304• Pa.8 AT&T MobO 128 130 2 Panel And— DBXNM6585A,A2M 01240 Ion the exisann mount 2 DC Power778• Faea B ATBT Mob 138 t30 J RRH Akeatel Lucent 811&700 on lho eala8 mount 2 RET ]N• FacaB AT&T MobNty 128 770 J RRH Alcatel Wrent 8M2a1W8 on the existing mount AT&T Mobility 120 130 1 Su eat rsuor Raycap DCe4560.106F onthaeaL+e mount Not,Th pmpondpupm@MWMbebwtaidnaddmon%themnudwrgog.&Wmurmdtadrg at Owaasw.6v.wm Future Loa 'Amama Mom Traeumlason Ln, Amnme Ower umn. Mrs.,CL Ouemey Type MarrAcbnr' Model Admuh Oumity M—dacban Type Ouardly Model Size ASadmem FewM1s 130 Ft Self Support-Structural Evaluation AT&T USID.5678 APPENDIX B TnxTower Output File 10/18/2012 ftt'Tower Job NYNYNY0229(5678)SOUTHOLD Page 1 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel rbreltenstein FAX.-330-572-2101 dwe�r,, ""U, The main tower is a 3x free standing tower with an overall height of 130.00 ft above the ground line. The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 4.00 ft at the top and 17.00 ft at the base. This tower is designed using the TL4,/EIA-222-F standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice density of 56 pcf. A wind speed of 38 mph is used in combination with ice. Temperature drop of 50'17. Deflections calculated using a wind speed of 50 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Feed Odd hand P ,MR0' d`0 e "60(-',E6tere n . Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter LM fit in (Trac FW) Row in in in Iff Climbing A Yes Af(CfAe) 130.00-0.00 0.0000 0 1 1 3.8400 3.8400 15.3600 4.81 Ladder(M) Feedline A Yes Af(CfAe) 100.00-8.00 0.0000 -0.3 1 1 3.0000 3.0000 120000 8.40 Ladder(AD LDF5-50A A Yes Ar(CfAe) 100.00-800 0.0000 -0.3 19 15 1.0000 10900 0.33 (7/8 FOAM) (Venzon) LDF5-50A A Yes Ar(CfAe) 128.00-8.00 0.0000 01 3 3 1.0000 1.0900 033 (7/8 FOAM) Feedline B Yes Af(CfAe) 128.00-8.00 0.0000 0 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF5-50A B Yes Ar(CfAe) 128.00-8.00 0.0000 0 14 14 1.0000 1.0900 0.33 (7/8 FOAM) (ATI) LDF4-50A C Yes Ar(CfAe) 128.00-8.00 0.0000 -0.03 2 2 0.6300 0.6300 0.15 (1/2 FOAM) Feedline C Yes Af(CfAe) 11400-8.00 -1.0000 -0.33 1 1 30000 30000 12.0000 8.40 Ladder(M) LDF6-50A C Yes At(CfAe) 114.00-8.00 -60000 -0.33 24 8 1.0000 1.5500 0.66 (1-1/4 FOAM) (T-Mobile) LDFI-50A C Yes Ar(CfAe) 114.00-8.00 -1,0000 -0.39 1 1 0.3500 0.3500 0.06 (1/4 FOAM) (T-Mobile) Feedline C Yes Af(CfAe) 128.00-8.00 0.0000 0 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF5-50A C Yes Ar(CfAe) 91.00-8.00 0.0000 0.01 1 1 10000 1.0900 0.33 (7/8 FOAM) Job Page MTawe� NYNYNY0229(5678)SOUTHOLD 2 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX.330-572-2101 1 1 rbreitenstein Description Face Allow Component Placement Face Lateral # # Clear Width or Perimeter Weight or Shield Type Offset Offset Per Spacing Diameter Leg ft in fFrac FW) Row in in in plf 3/4"feedline C Yes Ar(CfAe) 38.00-8.00 0.0000 0.03 1 1 0.7500 0.7500 0.25 Feedbne C Yes Af(CfAe) 88.00-8.00 0.0000 0.25 1 1 3.0000 3.0000 12.0000 8.40 Ladder(Af) LDF7-50A C Yes Ar(CfAe) 88.00-8.00 00000 0.25 12 6 1.0000 1.9800 0.82 (1-5/8 FOAM) LDFI-50A C Yes Ar(CfAe) 88.00-8.00 0.0000 0.3 1 1 0.3500 0.3500 0.06 (1/4 FOAM) 3/8"Fiber B Yes Ar(CfAe) 128.00-8.00 0.0000 008 1 1 0.3750 0.3750 0.10 Cable (ATT) 7/8"DC B Yes Ar(CfAe) 128.00-8.00 0.0000 0.09 2 2 0.5000 0.8750 0.60 Power Cable (ATT) RET Cable B Yes Ar(CfAe) 128.00-8.00 0.0000 0.1 2 2 0.4400 0.4400 0.08 (ATI) Discret' Tower Loads Description Face Offset Offsets- Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert fr fr f? lb ft ft 10'Platform w/Rails C None 0.0000 128.00 No Ice 26.69 26.69 1400.00 1/2"Ice 37.19 37.19 1700.00 1"Ice 47.69 47.69 2000.00 Celwave Antenna C From 4.00 -10.0000 12800 No Ice 5.84 4.05 48.25 (ATT) Centroid-Fa 0.00 1/2"Ice 629 4.67 92.01 cc 2.00 1"Ice 6.76 5.32 144.59 7262.02 A From 4.00 -10.0000 128.00 No Ice 2.68 1.93 10.80 (ATI) Centroid-Fa 0.00 1/2"Ice 3.00 225 26.88 ce 2.00 P Ice 3.33 2.57 47.01 7262.02 B From 400 -10.0000 128.00 No Ice 268 1.93 10.80 (ATT) Centroid-Fa 0.00 1/2"Ice 300 2.25 26.88 ce 2.00 1"Ice 3.33 2.57 47.01 80010121 C From 4.00 -10.0000 128.00 No Ice 5.46 3.29 4600 (ATT) Centroid-Fa 0.00 1/2"Ice 5.88 364 78.91 cc 2.00 1"Ice 6.31 3.99 116.59 (2)MHA1900 A From 4.00 00000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 1/2"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 1.25 0.61 15.50 (2)MHA1900 B From 4.00 0.0000 12800 No Ice 0.97 0.40 124 (ATT) Centroid-Fa 0.00 1/2"Ice 1.10 050 7.50 cc 200 1"Ice 125 0.61 15.50 (2)MHA1900 C From 4.00 0.0000 128.00 No Ice 0.97 0.40 1.24 (ATT) Centroid-Fa 0.00 1/2"Ice 1.10 0.50 7.50 ce 2.00 1"Ice 1.25 061 15.50 (2)CCDP-410-1 C From 4.00 0.0000 12800 No Ice 029 0.26 5.50 (ATT) Centroid-Fa 0.00 1/2"Ice 0.37 0.33 8.31 ce 2.00 1"Ice 0.46 0.42 12.28 16'Omni A From 4.00 00000 128.00 No Ice 5.54 5.54 60.00 Centroid-Fa 0.00 1/2"Ice 7.18 7.18 99.23 cc 8.00 1"Ice 8.83 883 148.73 15'Omni A From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 6.73 673 94.50 9 7.00 P Ice 828 828 140.97 Job Page WxTpwe� NYNYNY0229(5678)SOUTHOLD 3 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX-330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft oft ft, ft lb ft A 15'Omni B From 6.00 0.0000 12800 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 6.73 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 15'Omni C From 6.00 0.0000 128.00 No Ice 5.19 5.19 57.69 Centroid-Le 0.00 1/2"Ice 6.73 6.73 94.50 g 7.00 1"Ice 8.28 8.28 140.97 6'Omni C From 4.00 0.0000 128.00 No Ice 1.77 177 25.00 Centroid-Fa 0.00 1/2"Ice 213 2.13 38.24 ce 3.00 1"Ice 2.50 2.50 55.59 Pirod 12'Knockdown A From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 1/2"Ice 13.67 10.13 411.05 0.00 V Ice 17.58 13.21 538.54 Pirod 12'Knockdown B From Leg 100 600000 115.00 No Ice 9.76 7.05 283.56 T-Frame 1.73 1/2"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.00 60.0000 115.00 No Ice 9.76 7.05 283.56 T-Frame 173 1/2"Ice 1367 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 TMBXX-6516-R2M w/ A From Leg 2.00 600000 115.00 No Ice 756 5.72 63.80 Mount Pipe 3.46 1/2"Ice 8.34 6.92 121.44 (T-Mobile) 0.00 1"Ice 9.07 7.97 190.94 TMBXX-6516-R2M w/ B From Leg 200 60.0000 11500 No Ice 7.56 572 63.80 Mount Pipe 3.46 1/2"Ice 834 6.92 121.44 (T-Mobile) 0.00 V Ice 9.07 7.97 190.94 TMBXX-6516-R2M w/ C From Leg 2.00 600000 115.00 No Ice 7.56 5.72 63.80 Mount Pipe 3.46 1/2"Ice 834 6.92 121.44 (T-Mobile) 000 V Ice 9.07 7.97 19094 APXI6PV-16PVL w/Mount A From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 1/2"Ice 7.23 3.65 103.99 (T-Mobile) 0.00 P Ice 7.68 4.27 154.52 APXI6PV-16PVL w/Mount B From Leg 2.00 60.0000 115.00 No Ice 679 3.05 62.15 Pipe 346 1/2"Ice 723 3.65 103.99 (f-Mobile) 0.00 1"Ice 768 4.27 154.52 APXI6PV-16PVL w/Mount C From Leg 2.00 60.0000 115.00 No Ice 6.79 3.05 62.15 Pipe 3.46 1/2"Ice 7.23 3.65 10399 (T-Mobile) 0.00 1"Ice 7.68 427 154.52 TMA(Tower Mounted A From Leg 2.00 60.0000 115.00 No Ice 1.40 070 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 000 1"Ice 1.73 0.95 27.81 TMA(Tower Mounted B From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 27.81 TMA(Tower Mounted C From Leg 2.00 60.0000 115.00 No Ice 1.40 0.70 5.00 Amplifier) 3.46 1/2"Ice 1.56 0.82 15.34 (T-Mobile) 0.00 1"Ice 1.73 0.95 2781 Pirod 12'Knockdown A From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 28356 T-Frame 1.00 1/2"Ice 1367 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 Pirod 12'Knockdown B From Leg 1.73 30.0000 100.00 No Ice 9.76 7.05 283.56 T-Frame 1.00 1/2"Ice 13.67 10.13 411.05 0.00 1"Ice 17.58 13.21 538.54 Pirod 12'Knockdown C From Leg 1.73 30.0000 10000 No Ice 9.76 7.05 283.56 T-Frame 100 1/2"Ice 13.67 10.13 411.05 0.00 P Ice 17.58 13.21 538.54 (2)BXA-70090/4CF w/ A From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 522 5.60 96.80 (Verizon) 0.00 V Ice 578 6.35 149.49 Job Page tTawe� NYNYNY0229(5678)SOUTHOLD 4 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone.330-572-2100 Bechtel FAX-330-572-2101 rbreitenstein Description Face Offset Offsets- Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft fe ftt lb ft /l (2)BXA-70090/4CF w/ B From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 6.35 149.49 (2)BXA-70090/4CF w/ C From Leg 3.46 30.0000 100.00 No Ice 4.61 4.72 52.53 Mount Pipe 2.00 1/2"Ice 5.22 5.60 96.80 (Verizon) 0.00 1"Ice 5.78 6.35 149.49 BXA-171090/8CF w/Mount A From Leg 3.46 30.0000 100.00 No Ice 3.63 380 36.55 Pipe 2.00 1/2"Ice 4.25 4.83 70.89 (Verizon) 0.00 1"Ice 4.78 5.57 115.10 BXA-17109018CF w/Mount B From Leg 3.46 30.0000 100.00 No Ice 3.63 3.80 3655 Pipe 2.00 1/2"Ice 4.25 4.83 70.89 (Verizon) 0.00 1"Ice 4.78 5.57 115.10 BXA-171090/8CF w/Mount C From Leg 3.46 30.0000 100.00 No Ice 363 3.80 3655 Pipe 2.00 1/2"Ice 425 4.83 70.89 (Verizon) 0.00 P Ice 478 5.57 115.10 (2)20'Omni A From Leg 3.46 0.0000 100.00 No Ice 4.00 4.00 40.00 2.00 1/2"Ice 6.03 6.03 70.77 10.00 1"Ice 8.07 8.07 114.12 (2)20'Omm B From Leg 3.46 0.0000 100.00 No Ice 400 400 40.00 200 12"Ice 6.03 6.03 70.77 -10.00 1"Ice 8.07 8.07 114.12 18'Omni C From Leg 3.46 0.0000 10000 No Ice 5.40 5.40 20.00 2.00 1/2"Ice 7.23 7.23 58.89 9.00 1"Ice 9.08 9.08 109.24 8'Yagi C From Leg 346 0.0000 100.00 No Ice 1.60 1.60 35.00 2.00 1/2"Ice 2.42 2.42 47.45 0.00 1"Ice 3.24 3.24 65.14 GPS C From Leg 3.46 0.0000 100.00 No Ice 0.17 0.17 0.87 2.00 1/2"Ice 0.24 0.24 3.85 0.00 1"Ice 0.32 032 7.85 2'Sidearm-Flat(GPD) C From Leg 1.00 0.0000 93.00 No Ice 0.80 160 3131 0.00 1/2"Ice 1.05 200 3947 0.00 1"Ice 1.30 2.40 47.63 6'Yagi C From Leg 0.00 0.0000 91.00 No Ice 1.20 1.20 30.00 0.00 1/2"Ice 1.80 1.80 39.39 0.00 1"Ice 2.17 2.17 52.81 Pirod 10'Knockdown A From Leg 1.00 0.0000 88.00 No Ice 8.83 7.05 268.16 T-Frame 0.00 1/2"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 13.21 508.22 Pirod 10'Knockdown B From Leg 1.00 0.0000 8800 No Ice 8.83 7.05 268.16 T-Frame 0.00 1/2"Ice 1237 10.13 388.19 0.00 V Ice 15.91 13.21 50822 Pirod 10'Knockdown C From Leg 1.00 00000 88.00 No Ice 8.83 7.05 268.16 T-Frame 0.00 1/2"Ice 12.37 10.13 388.19 0.00 1"Ice 15.91 1321 508.22 (2)5'x6"x3"Panel A From Leg 2.00 0.0000 88.00 No Ice 3.75 2.29 10.00 0.00 1/2"Ice 4.13 2.65 30.35 0.00 1"Ice 451 302 5537 (2)5'x6"x3"Panel B From Leg 2.00 0.0000 88.00 No Ice 375 229 10.00 0.00 1/2"Ice 4.13 2.65 30.35 0.00 1"Ice 4.51 3.02 55.37 (2)5'x6"x3"Panel C From Leg 2.00 00000 88.00 No Ice 3.75 2.29 1000 0.00 1/2"Ice 4.13 2.65 30.35 0.00 V Ice 4.51 302 5537 2'Sideami-Flat(GPD) C From Leg 1.00 00000 78.00 No Ice 0.80 1.60 31.31 0.00 1/2"Ice 1.05 2.00 39.47 0.00 1"Ice 1.30 240 47.63 Job Page MxTowe� NYNYNY0229(5678)SOUTHOLD 5 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone-330-572-2100 Bechtel FAX-330-572-2101 rbreitenstein Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft, fr lb ft ft 2'Sidearm-Flat(GPD) C From Leg 1.00 0.0000 7200 No Ice 0.80 1.60 31.31 0.00 1/2"Ice 1.05 2.00 39.47 000 1"Ice 1.30 2.40 47.63 3'Sidearm-Flat(GPD) C From Leg 1.50 0.0000 38.00 No Ice 080 240 43.49 0.00 1/2"Ice 105 3.00 55.15 0.00 1"Ice 1.30 3.60 66.81 6'Omni C From Leg 3.00 0.0000 38.00 No Ice 1.77 1.77 25.00 0.00 1/2"Ice 2.13 2.13 38.24 3.00 1"Ice 2.50 2.50 55.59 DBXNH-6565A-A2M A From 4.00 -10.0000 128.00 No Ice 5.89 3.53 3420 (ATT) Centroid-Fa 0.00 1/2"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 672 4.28 111.68 DBXNH-6565A-A2M B From 400 -10.0000 12800 No Ice 5.89 3.53 3420 (ATT) Centroid-Fa 000 1/2"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 6.72 4.28 111.68 DBXNH-6565A-A2M C From 400 -10.0000 128.00 No Ice 589 3.53 34.20 (ATT) Centroid-Fa 0.00 1/2"Ice 6.30 3.89 70.58 ce 2.00 1"Ice 6.72 4.28 111.68 DBXNH-8585A-A2M A From 4.00 -10.0000 128.00 No Ice 5.73 3.16 30.90 (ATT) Centroid-Fa 0.00 1/2"Ice 6.13 3.51 6534 ce 2.00 1"Ice 6.53 3.88 10434 DBXNH-8585A-A2M B From 4.00 -10.0000 128.00 No Ice 5.73 316 30.90 (ATT) Centroid-Fa 0.00 1/2"Ice 613 3.51 65.34 ce 2.00 1"Ice 6.53 3.88 104.34 9442 RRH 700 A From 4.00 -10.0000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 0.00 1/2"Ice 380 1.82 64.97 ce 2.00 1"Ice 4.08 2.06 89.18 9442 RRH 700 B From 4.00 -10.0000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 000 1/2"Ice 3.80 1.82 6497 ce 2.00 1"Ice 4.08 2.06 89.18 9442 RRH 700 C From 4.00 -100000 128.00 No Ice 3.53 1.60 44.00 (ATT) Centroid-Fa 0.00 1/2"Ice 3.80 1.82 64.97 ce 2.00 1"Ice 4.08 2.06 89.18 9442 RRH AWS A From 4.00 -10.0000 12800 No Ice 2.51 1.59 43.00 (ATT) Centroid-Fa 0.00 12"Ice 2.75 1.80 60.37 ce 2.00 1"Ice 2.99 201 80.63 9442 RRH AWS B From 4.00 -10.0000 12800 No Ice 2.51 159 4300 (ATT) Centroid-Fa 0.00 1/2"Ice 2.75 1.80 6037 ce 2.00 1"Ice 2.99 2.01 80.63 9442 RRH AWS C From 4.00 -10.0000 128.00 No Ice 2.51 159 43.00 (ATT) Centroid-Fa 0.00 12"Ice 2.75 1.80 60.37 ce 200 1"Ice 2.99 2.01 80.63 DC648-60-18-8F Surge B From 4.00 -10.0000 128.00 No Ice 1.47 1.47 32.80 Suppression Unit Centroid-Fa 0.00 1/2"Ice 1.67 1.67 50.52 (ATD ce 2.00 1"Ice 1.88 1.88 70.72 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Rom Adjustment Beam Diameter Area Leg Lateral Width Vert ft 0 0 ft ft r' Ib 2.5'Dish A Paraboloid w/o From 4.00 0.0000 128.00 250 No Ice 4.91 40.00 tnx.Towe.r Job NYNYNY0229(5678)SOUTHOLD Page6 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone 330-572-2100 Bechtel FAX.-330-572-2101 rbreitenstein Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Verl At o ft ft fr' Ib (ATT) Radome Centroid 2.00 1/2"Ice 5.24 5000 -Face 2.00 1"Ice 5.57 60.00 2.5'Dish C Paraboloid w/o From 4.00 0.0000 12800 2.50 No Ice 4.91 40.00 (ATT) Radome Centroid 2.00 1/2"Ice 5.24 50.00 -Face 2.00 1"Ice 5.57 60.00 Critical_Deflections';and Radius:of.C,urvature Service_Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o ° ft 130.00 2.5'Dish 31 1.323 0.0786 0.0056 600133 128.00 10'Platform w/Rails 31 1.289 0.0782 0.0055 600133 115.00 Pirod 12'Knockdown T-Frame 31 1.072 0.0748 0.0048 200046 10000 Pirod 12'Knockdown T-Frame 31 0.835 0.0683 0.0046 120427 93.00 2'Sidearm-Flat(GPD) 31 0.732 0.0644 0.0046 105491 91.00 6 Yagi 31 0.703 0.0633 0.0046 102662 8800 Pirod 10'Knockdown T-Frame 31 0.661 0.0616 0.0046 101178 78.00 2'Sidearm-Flat(GPD) 31 0.529 0.0559 0.0044 104927 72.00 2'Sidearm-Flat(GPD) 31 0.455 0.0523 0.0041 106696 38.00 3'Sidearm-Flat(GPD) 31 0.136 0.0275 0.0022 75756 "Bort Desi" n` Data Section Elevation Component Bolt Bolt Size Number Maximum Allowable Ratio Allowable Criteria No Type Grade Of Load per Load Load Ratio ft in Bolts Bolt lb Allowable lb Tl 130 Leg A325N 0.7500 6 2558.99 19438.60 0.132 V 1.333 Bolt Tension Diagonal A325N 06250 1 2747.28 6442.72 O 426 1.333 Bolt Shear Top Gut A325N 0.6250 1 32.16 5165.63 0.006 4+ 1.333 Member Block Shear T2 T2 110 Leg A325N 0.7500 6 6127.17 1943860 0.315 Y 1 333 Bolt Tension Diagonal A325N 0.6250 1 4068.90 6442.72 0.632 1.333 Bolt Shear T3 90 Leg A325N 07500 6 10270.50 19438.60 0.528 �/ 1.333 Bolt Tension Diagonal A325N 06250 1 4540.49 6442.72 0.705 1.333 Bolt Shear T4 70 Leg A325N 0.7500 6 14081.90 19438.60 0.724 1.333 Bolt Tension Diagonal A325N 0.6250 1 4801.26 6442.72 0.745 1.333 Bolt Shear T5 50 Leg A325N 07500 6 17208.90 19438.60 0.885 a 1.333 Bolt Tension Diagonal A325N 0.6250 1 5807.42 12885.40 0.451 Y 1.333 Bolt Shear T6 30 Leg A325N 0.7500 6 2043410 19438.60 1.051 1333 Bolt Tension Diagonal A325N 06250 1 6116.61 1288540 0.475 1.333 Bolt Shear T7 10 Leg A36 2.0000 6 21938.20 60130.10 0.365 1.333 Bolt Tension Diagonal A325N 0.6250 1 6363.32 12885.40 0.494 i' 1.333 Bolt Shear t' TpweJob Page� NYNYNY0229(5678)SOUTHOLD 7 of 7 GPD Group Project Date 520 South Main Street-Suite 2531 2012819.5678.01 15:21:26 10/18/12 Akron,OH44311 Client Designed by Phone:330-572-2100 Bechtel FAX-330-572-2101 rbreitenstein " " Section OR Table, Section Elevation Component Size Critical P SF*Pdmw % Pass No. .rt Type Element lb lb Capacity Fail Tl 130-110 Leg 3 2 -19596.20 178891.26 11.0 Pass T2 110-90 Leg 31/2 32 -45206.70 212841.43 21.2 Pass T3 90-70 Leg 4 53 -74919.50 318029.79 23.6 Pass T4 70-50 Leg 4 74 -102653.00 318029.79 32.3 Pass T5 50-30 Leg 4 95 -12658400 373303.97 33.9 Pass T6 30-10 Leg 45/16 116 -151943.00 449998.12 33.8 Pass T7 10-0 Leg 45/16 137 -163644.00 450756.60 36.3 Pass Tl 130-110 Diagonal L2 1/2x2 1/2x1/4 11 -2747.28 21110.59 13.0 Pass T2 110-90 Diagonal L2 1/2x2 1/2x1/4 36 -4068.90 15958.54 25.5 Pass T3 90-70 Diagonal L3x3x1/4 56 4540.49 20497.27 22.2 Pass T4 70-50 Diagonal L3x3xl/4 77 -4800.00 16094.11 29.8 Pass T5 50-30 Diagonal 2L2 1/2x2 1/2x1/4 98 -5807.42 26895.81 21.6 Pass T6 30-10 Diagonal 2L2 1/2x2 1/2x1/4 119 -6116.61 22457.18 272 Pass T7 10-0 Diagonal 21,2 1/2x2 1/2x1/4 140 -6363.32 20549.53 31.0 Pass T5 50-30 Secondary Horizontal L2 1/2x21/2xl/4 103 -219524 9176.13 23.9 Pass T6 30-10 Secondary Horizontal L2 1/2x21/2x1/4 124 -2635.02 6934.69 38.0 Pass T7 10-0 Secondary Horizontal L2 1/2x2 1/2x1/4 146 -2837.94 6100.47 46.5 Pass Tl 130-110 Top Girt L2xl 1/2x3/16 5 -28.69 7352.68 0.4 Pass Summary Leg(T7) 36.3 Pass Diagonal 31.0 Pass (T7) Secondary 46.5 Pass Horizontal (T7) Top Girt 0.4 Pass (Tl) Bolt Checks 78.9 Pass RATING= 78.9 Pass Program Version 6.0.4.0-1/27/2012 File:C:/Users/rbreitenstein/Desktop/5678/tnx/5678.eri 130 Ft Self Support-Structural Evaluation AT&T USID:5678 APPENDIX C Tower Elevation Drawing 10/18/2012 I TYt tLtVA I1VIV ITYt tLtVAI IVn 10'Platform w/Rails 128 APXI6PV--16PVL w/Mount Pipe 115 Celwave Antenna(ATT) 128 (T-Moble) —� _ 130 0 ft 7262.02(ATT) _ 128 TMA(Tower Mounted Ampkfier) 115 -t726202(ATT) 128 (T-Moble) ` 80010121(ATT) 128 TMA(Tower Mounted Amplifier) 115 (2)MHA1900(ATT) 128— (T-Mobile) TMA(Tower Mounted Ampkfier) 115 (2)MHA1900(ATr) 128 (T-Mobile) (ATT) 10.1 QQ (2)MHA1900(ATA 128 Pirod 12'Knockdown T-Frame 100 W a (2)CCDPd128 v 18'Omni 128 (2)BXA-7009014CF w/Mount Ape 100 (Venzon) 15'Omni 128 (2)BXA-70090/4CF w/Mount Pipe 100 15'Oram 128 (Vernon) 15 Omm 128 (2)BXA-7009014CF w/Mount Pipe 100 6'Omni 1P8 (Vernon) 110 0 ft DBXNH-6565A-A2M(Al'1') 128 BXA-171090/8CF w/Mount Pipe 100 _ DBXNH-6565A A2M(ATr) 128 (Ver¢on) i DBXNH-6565A-A2M(ATT) 128 BXA-17109018CF wfMount Pipe 100 (Ver¢on) DBXNH-8585A-A2M(ATT) 128 DBXNH-8585A-A2M(ATI) 126 13XA 17109018CF w/Mount Pipe 100 (Ver¢on) 9442 RRH 700(ATT) 128 (2)20'Omni 100 C - 9442 RRH 700(ATT) 128 Ora (2)2 100 0' m W I' 9442 RRH 700(ATT) 128 18'Oram 100 9442 RRH AWS(ATT) 128 6'ya9r 100 9442 RRH AWS(ATT) 128 GPS 100 9442 RRH AWS(ATI) 128 Rrod 12'Knockdown T-Frame 100 DC6-041:0118-8F Surge Suppression 128 Pirod 12'Knockdown T-Frame 100 900ft I Unit(ATI) Z 2 5'Dish(ATr) 128 2 Sidearm-Flat(GPD) 93 25'Dish(ATT) 128 6'yagi X91 Pirod 10'Knockdown T-Frame 88 ,f Rrod 12 Knockdown TFrame 115 (2)5'x6'x3•Panel 88 Rrod 12 Knockdown T-Frame 115 Rrod 12 Knockdown T-Frame (2)5k6•x3°panel gg 115 (2)556-x3•Panel 88 fO TM13X0(E516-R2M w/Mount Pipe 115 t'- m (T-Mobile) Rrod 10'Knockdown T-F_rame 88 TMBXX-6516-R2M wl Mount Pipe 115 p°°d 10'Known T-Frame 88 (T-Mobile) 2'Sideamr-Flat(GPD) 78 TMBXX-6516-R2M w/Mount Pipe 115 2 Sidearm-Flat(GPD) 72 (T-Mobile) T Sidearm-Flat(GPD) 38 APXI6PV--16PVL w/Mount Pipe 115 6'Omni 38 70 0 R (T-Mobile) - APXI6PV-16PVLw/Mount Pipe 115 c ) (T-Mobile) in MATERIAL STRENGTH e GRADE F Fu GRADE IF Fu w I A572-50 50 ksi 165 ksr I A36 136 ksi 158 ksi TOWER DESIGN NOTES z I I- Tower Is located In Suffolk County,New York. 2. Tower designed for a 85 mph basic wind to accordance with the TLA/EIA-222-F Standard. 5008 I 3. Tower Is also designed for a 38 mph basic wind with 0.75 in ice 4 Deflections are based upon a 50 mph wind. 5. TOWER RATING,78.99% I I I ®I I MAX CORNER REACTIONS AT BASE - -` - DOWN' 169494 Ib SHEAR: 18158 Ib 300R a g I UPLIFT- -1362411b o SHEAR. 15197/6 I - AXIAL N I 72208/6 I { SHEAR MOMENT i 9093/b 739751 lb-ft TORQUE 2796/b-ft 10 0 R 38 mph WIND-0.7500 in ICE AXIAL 40598/b SHEAR MOMENT ooft f I 291801b 2296224 lb-ft ° TORQUE 10734 lb-ft N REACTIONS-85 mph WIND o o m O Ud 0 uJ J O 12 41 IL h 3 GPD Groupto'NYNYNY0229(5678)SOUTHOLD Feedline Distribution Chart 0'-130' Round .�� Flat —App In Face App Out Face Truss Leg 13000 Face A Face B Face C 128 00 13000 12800 I I � 11400 11400 11000 11000 i 100 00 — 10000 90 00 88 0088 00 - --19000 — I C a C v Q S 0 ij Q Q c E m LL OJ ^ N V O Q W O ¢ Z v 8 3 N LL C_ 7 � IL Q O LL 5000, 090 C O D LL Q 0 Q LL LL 5000 J O LL O 8j LL J it J� O 3800 J 3800 3000 _ 13000 I m 5 T n 10 OOI — 800 _ 1000 800 0 001 000 GPD Group °b NYNYNY0229(5678 SOUTHOLD 520 South Main Street-Suite 2531 Frole°t 2012819.5678.01 GPD GROUP Akron,OH 44311 Client gechtel Drawn by�bfeltEnStelfl Appd Consulting Engineers Phone:330-572-2100 Code TIA/EIA-222-F Date 10/18/12 Scale NTS FAX 330-572-2101 Path C\lJserstrbretensteinl°esku 15a781nN5678en o"9 N0 E-7 Feedline Plan Round Flat App In Face 10, App Out Face (Section @10 I I J (3)LDF5-50A(7/8 FOAM Climbing Ladder(A � � k"UMU%%47#($ OAM)(ATT) 'R #a .%Wle(ATT) I del Feedline Ladder(A (19)LDF5-5�A(7/8 FOAM)(Verizon] `bbl op ^\b �^ "WOhOP\^\ L i I I GPD Group ob NYNYNY0229 5678 SOUTHOLD � j&'520 South Main Street-Suite 2531 Praiec.2012819.5678.01 GPD GROUP Akron,01-144311 client �Bechtel Drawn by APpd rbreitenstel consulbrg Engineers Phone:330-572-2100 coda 22-F Data 10/18/12 scale NTS FAX.330-572-2101 Path CXUsers4bretenstemmeskm�s67eurus6r8 a DWg N°E_7 130 Ft Self Support-Structural Evaluation AT&T USID.5678 APPENDIX D Foundation Analysis 1oilaizolz Company GPD Group Designer rbreitenstein Job Number 2012819.5678 01 Oct 18,2012 NYNYNY0229(5678)SOUTHOLD 3,35 PM Checked By. Slabs Label S1 Thickness in 45 Material Pedestais Conc4000NW S19 a terial e i n I onq3000N es I d 'Nd Tvnicai ("RECT '63060N 99 �QX, 6. 0 Q—REC 36X36 T a 60� nc3vvujjvv Vpicni Soy Roe 30 Re 99 Label Sub rade Modulus IftA 3 -------------— SPI 500 Ilk Allowable Be nnfksfl 4 Is Gross Point Loads and Moments X) Yes Label N7 Direction Y Ma nitude k k-ft] N7:.;- ;, - , , - -64 3 A x L448 N8 -i' , , ': , , 1 1 "9.693 Y .1 N -64.448 X-;:N9 Y 6 9"693, Ng 169.494 Area Loads(Cat I I Label --------- Ma nitude ks AL1 Load Combinations Label S-... Soervice, HL 1 �A. SF Cate.FactorCate FactorCate F ct Strength es a orCate.-FactorCate. Q FactorCate.FactorCateFa „A._2.. E-2,q,l Sbervice WlYetj',�,yeS77, D ctorCate Factor 1, f -Slab Soil pressures BV )mbihatlonLC ) 1 abet 753 Soil Pressure s S1 Allowable Bearing Rs 3.014 Point Slab 0 turning Safe Factors 4 LC Slab Mo-XX k-ft 1 2 S1 2137.521 179 0.613 3281?719 175 8.431 Ms-XX/Mo-XX 8.384 5.363 .................................................... 1110/At-oundation Version-4.1011�1111�111 [C:'T;;rs\rb1 reitenstei:ri\5;;kt; 11111"' P\567gi3allillilicillilliIIIUIIIIllations\76"75 fndl Pae I 9 z x 169 494k -9.6 3k 93k 93k i Loads DL-Dead Load Results for LC 1,Strength GPD Group rbreitenstein NYNYNY0229 (5678)SOUTHOLD Oct 18, 2012 at 3:33 PM 2012819.5678.01 5678.fnd ?BRFIVC�COPY ' This is not en`o®oial FCC llai6a,h to Au a iiecoiii^of publlcyY op ociitaiaed iW&a FCCs licensing ddtebaee an thq dais that<his�reh ionoe copy was FMF.ted.Io oases whew 1!CC rotes resigiie-the presantadan,poetfag;;or display of an FCC lioasse;this dooumeot may riot be used , W plan®of quo BIFCGsliecnea ''' nun�4cati012 c6i"_, a ion - �baross�, ;RADIO i�TATION AUTHORIZATION -r . LICBNSEB:,'AT&T,M0l3l L1TY I1 Colli Elle Number, ATTN:FC-GROUP,; V1 M, 948 ` . .,' AT&T MOBILYTY Il'LLC `'`b`:; Badio 8ervlce 5601 LBOACY DIt1VB;MSA 3. '''°-` WZ-700 W1iL6wer_Band(131oclo C,' PLANO,TX 75024 D) i` :rte•.. rh;,m FCC ltegiatretlonyNatr or(FI[tl�i':00]6hB2233 ara6t Date 11�ve"mtv;»,.'' - -laptratlon Date` Punt Dote , 01-24-2003 ,` 6346=i6fo,'"I"" 06-13-2019 MOW Number =,, , 'Chan4el Hltiisli {9nti-Markt Desi�u4br • �3,r.-'- ',r' - MnrltecName;; New^York iNY'"NJ/Neaiii4u]161k. >, .,.. ,. Ut smia-out Date Baud-out DiiLa` ,:Bra B_utld=out Date'- 2nd4th'Buila-ont Orate'- . 66=13=2019 =' ' 1. walk®reicana�ii;oa�� - - , „ , : ' - ;rg��:���':''; �x - , - , " . ' • . _ .„.if the faailitiei-oWtorized hoi i are'iiioa'to provide,broadoest> 'ofgdone;w t r exc - ap hpl`tie" lii®ivoly or in eombhiation with other -aervlces,'the tioimsec must dealt renewal of the license either within eigl�tyeers'1}otii+the oommonaensaitt of the broadcast •' , ser_vieo or within that form of the liaenso had'the biosdoest'serviae not beat'provided,"whichever period is'"®bortor in length. Soo Operation of the'tfaoilfties,eiittiarized h'otoin;are"®ubjeot tai ttfo,ovndidon thathaimfbimterfmorice;'t►isynot be caused to,but must be Iaccvpt®d�from'UHF TV.transmittoi`s'in Canada acid Mexico as identifjed is exiating'and any future agieemez:is with those countries.-' ^.E, ;, 4,' Conditions: Pmiiant to'§309(h)Of the Cinnniumcationa Act of 1934;,u amended,47 U.S.C.-§309(hN`t'his"licease ie qubject to'the •.' following conditions:This lici m" ti}iell not'vest in'the'licensee any'' ght to operatethe`station'nor tarty-jht iii theuse of the fmq*ples designsted in ft lipme beyond'tliii tern thcitof nisi in any other;mennor Chari`atithorized lierbi►i:>Neither t}ie license nor-tho iight_grented tlroi uidoi e"h Will be assigned'or otititcwise transferred mi violation`of'iho,Cotnmunioatione Act of 1934,'as,ainanded.'3eo47 U.S.C.§310(d) ,,This license i®'aubJact in taine'to the right Of^use'or conirol confeind by"§706 of C.- the Comtniiriioationoi Aot of_1934,cis amond_dd. See 47 U.S.C.§606. This license may tact authorize orperetiap`tiuougliout tho'etttirq geogtephic.area'or spectrum'identified$on i ri"• `" etsion. the'herdeopy;v To view,:thi ecific eo a"'and ar tfibi d b - - `.� eP - 8 graphi_, spectrum` y'this liotptse;refer to the 3peptruib grid;Mprliet Rroie infortinati under the'Markel Tab,of th®licenae'rWQ d in'ifie" Wirsal Llc`ensing 3yetem'oxg).To view the licence iecord,go to the UL homepage'et httpJ/wireless.fcc.gov%ule/indoz.htm?joli=home and select-Uc eiise Search". Follow the instructions on how-to search for license infmmation. FCC 601-MB Page 1 of 1 Aprll,2009 � EtEFJmWICR COPY, - = TWe ie not an omaw FCC ltceaae.It to ar oonl of ubNo`irttbrmadoa ootrbafned in the FCC's 1loeneiog database on toe dete.9ist 6iie'refihaeaoe copy was genwat4ln cases w}iare I+CC'nilea iega6ie fie poetln-'dr display of an PCC incases,lWe doaiunent may not be heed In piece of an oPdolel FCC,Gceoee_ ,Federal=Co»nun�cationli t6 emission yVirelesa`Telecommun41 ications Bureau ' rRADt0'STATIQNAUTSORi7�ATION " .F,¢ryr.7M:'','.: §*2^, LICBNSM:`•gTBtT MOBILITY BPBCT'RUNi LI.0 1'sr; ATTN:FCC t3ROUP,,.i ' `' Can alp `FileNuatbeir'., WIWQ4 AT&T MOBILITY splic'RUM111C Radio Bervlce 5601 LBt3ACY DRIVE,M9"A 3,F` WY-700 MHz Lower Band(Blocks A,' PLANO,TX 73024 FCC Regtstratloa Nnmbar(FRPI)s Grant Date ,,,;=• / _ -If7D'ective;Dgt�,.s�;, EsrphTd8a Date Prfut Date`- . 0]976-2009 "` r 4 064372019 Marlcet'Number �r „ >H : Yw ChisnQel B1ook bub-Market DeslBo' dM 61" - New.Ym9r,4iY=1VJ/[Vetaseu-Suffbllt let Bultd-dut Date 2nd Bufld` ut Date ` �•:. ' 3rd-Bulid-oat Date 4th Build-out Date 06-13-2013 06-]3-2019 = :�•,y, Y; Walvere/Conimone: If the facilities authorlud hereinare'ueed to provide broadoest operations,wh0her mwlusivoly or in eom'bination with other services,the Hoensee must seek renews]of the license either within 0186 Oars ii m,the commencement of the broadcast service or within the term of the license had the broadaaet eeivice not bean provided,whichever period is shorter iA length See '47 CFR t27.13(b). Conditions: Pursuant to§309(h)of the Communications Act of 1934.as amended,47 U.S.C:§309(hk this;ti cense.fis eubjeoi to the following conditions:Thio license shell ni ' ` i ;-T r., to yf,+",A•t - f"4, �' - � � � - ` �1 -- byNWONGUIAR - ULS LEM ✓iY:r :1. I. - s. r[inn®omens' A,Er o-� .afn _ 1 MY ''641, U1"i1xm V®� •�'A I `>,u V. :YTS - 't - - u Cuoenae`` _ -[} 10" `H6W CINaULAR W�R8L66B ;®`Haa, ellular,=L:6gen®® - ■R� q �l -s�o�,' e°°am°a�°®`,A. ` �tsA� o�. ,; _ t� „r.,��:aii'daaewia_ .a:=�o�t�;-. . ,- �.,�•' °_ a1�W�,- '�7z"' "._n• _ -��t,a ;[`'w,._ - ,r - " En ,Two Began _ I� _-_%'t. _ _ _ `'S�+ ,r tip.[' - , :�f -- , c S' �'�• BbCk A 'Mnw Fileomn e l Phi"C 'pow , , -'1F,'•`'^;} .:.; ��N:,<`',:`` �.. - t�t+ef:t 00/16/2006 1q/01/7- rp 1i4 _ 0 08/,18/?010' Wve Yir:Bidldai►b'Diibe' ,: .- 1��`_ - ' � - , , 01/17/,2000 cibmww PO �,' 87'W.xPA89AIC S'TRELT.ROCHMU,PM., R ` ` Meiilisttien Swlboh�8l0 7th,Avenu®`H®w'York,M' _ ;000929.1192`,; Type Umftd!46WComPePY ; ,t•` , � , , ' OJLM,.MRkw PC9�LLG' "'P31469 229-7471 5601 t8OACY OR1V8,:M8:A-B, ' ;_.` ;ps �l89 229-7297 p1ANWIX 75024 : 0:LG9 OI@ATT.GOM APCC'Otoup TTN Aitt Mofft Y L1rC Pt(2023�457 7!5055 011th t P'00MI F; 9074 04' 1120 20Mti NW�$u1t61000 httpa/wireleea2.foo.�v ?jicK�ey=13092 5/271.010 UL'8'I�,aerie=-ve�lulari ami '-;gNRA9�0=NRW+CQ�ICiULABWII�BI�BI�BP(l,LLC OVA. 'Z' ID �� I;,I'�!'a�^,=�-'''f.�(� }�7•.''+f-,�„", `��f'�+ `� ;�iI7W/�VQ��n�' � °�\� -}'t}"�,r�., Ownhlp ` Redac 8O1�1� a.4. •,a',`'C•'..'7'. �r�i, ,J} - . ,i�' - � e'`P.';,5'Y�.is .) pegeNsbOiy ii km �cci r on.6riidr_. 'Inbei+acrineabedY 'Yee :- ,,"No"-�ti�,eaot`,'�=olthe� The Appltcairt eniw®roif, .' . . The,Ap M61ft answered"Notfie 'Eo'eeoh of Itlltll00tt0�q usadom DmrtographloA UL9 Ndp _ ',:P_BQ'OOIp' Ot®18Yi11��',LIGOI�i�-8lipli - ^`a;; nsh On `A /������'' - - Yll bib qn '-7777777 .A�e�d�•erb�l�ycomm'uNcetloire'Contnii�on{�' _ . ` • phones 1-g877�'480����p .� - , _-, , '�7ii.Li LM/aY Wy���/��•�FQ�.pr 45 , ,. �.. ,������MI��ttttluu����'�/Ii��'���f((�Z��9 .� t,{ bttp:!/wi=aleaeQ..fo�8� SPF +�eP?1�aKay�13092 347/2010 -,1111LIKIFEWCE COPY, This is not en 0-mciedvdc lioaa le It Ie•a i eaid of- 110 iat iviedori contained in rho FCCs i midng dat6w an the date ti afM,ietWinb e _ copy was generated:In'Dews whale"FCCglee-,gytm the preseiuptiaa,poatfog,`or display 6f eu FCC lioaa4e,"tide itooumnat ale not be usod in lace of aooflw,-w, FCC lice' "t- = Y tiNsnrt{;.: n'Rirrr�'"a "`'- '..t•l;'r;S'.f J;,„ Nov& Al :Fede ffl"Co nillnnnicat oius`Coiili»>�i11 ><on ,)ti •}�,4.`!.i — Wirehtast;iTetecti>szrutitnfoetiOne Burtaau° AADIOnATIONAUTHORIZATION LICHNSHH, NEW yCINGULAR WIIZSLWas,PCS.LLC Cali Stec, Ame Number ATTNc FCC QROUP, R," '"•',"" WPOL311 NEW C -,,'R W4s,13,iSjWi; Lc �,,� ,: - Radio SeMee 5601 LEGACY DR1VA,MS.A-•3' )M; CW-PC8 Broaabatid PLANO,TX 75024 RCC Re'ii ... , '•. 'C-'!L- 3`4.a qYs47i �:`. � � _ _ , Betration-Number(FRIV):., Grant Date. Effectiv®Dgte`r£''' Ei�piration Dab'; - Print D�fe ," 0 OS-1S-2007 ,..r,. .. •.03=1bA2010 �, _ �• 6-27 - - _- - .:FIS- i;7•_ __ - __ _ _ " Market Numb®r Y - s'' "x Cli noel Hloolc 8nb,Harlot Deelgto`r BTA321 � E c , ri'--` . ;.1;, ;2 ,<.;s;• M ACO Ztd Build-oat Date, 3rd°Hnild=ort Date 4t1i Build-out Date, 2002 4 : ' walveiaiccutilton6: . ,_ * •'� -. ;:.,�:;.., jf".'<-�.,�.-.'��-� ".` `• , , • - . -'� ., " ' �,- This 116tmeo is conditioned upon compliance with the proyislons of Applicitigri _ ,a _ �:5`F �t — _ ,r1i•, 1„ ,• - r .,5',1.— i .t':',: tXi Y Thio to not au oMdal FCC Uecusi k is a='- rd of pisblio la aNen aoatsfned'm tiro FCC'®l6m&S eatebaee on-thi date 6refthia i+dbie a espy was genoiet14 In`casemhWhim FCC iuh+e iequtie tris puoi my postiag;"ar;dlepley of an FCC license,this-document mi}i nntbe ugad in plan of plaan official FCC`liccaio ,I,,r;. '` ;;,f° 4 :K ? Hw'+'�`Y`"4+'.�,,�,'i'ti°y�`if,i't` ��.. \' �s.", i ,'xG•. . 'x'^ 5,i'\ .., ` `,1 ., Communicationrg=Commilss�ion Wlrelese;Teleaommttniaation's Bwesiu :,-,1— AD1O,'6TAT1ON AUTHORIZATION LICHNBBtB::`NE1N CINOULAR WIRkMS PCS,LLC ' - y_'+ -Coll$tgo " ;Flle:NaQiber ATTN:FCC GROUP ,; ,,, " `.'r�., ,^\_, WPSL626' NBW CJN-(ILL R WlR8LB89'.1'CB;LLC 5601 LBOACY-DRIVR,MS l'p 3_; t; CRadii Be'rvlee; Pl"O,TX 75024 J W-`PCS Broadband JRCC Rngistiv i3 YfY••W,, ". r 9:''1Fie iE`s.l?2s.H;nr` A, , r t' `1�,' N b `(FRI�)s''p003Z9,1,192•�wi'1i',r', Grairt Date _ »�`" 07-IS-2005 !P"1t'��`\'=y "-- � _ ��044:20 4�. =Pi1ntD to ,Mar'ket Niimbei CliannelHiuiik Bub-MfarketDeel�iantor New Y4 Am" ' B st p1ld-0at DateH _- .. ., 3-. =god Bhil" 't Date E, ?3'rd Bniid-oui Date 4tti Bulld�out Date 12-14-1999' 12-14- 1 WsdvmWCondltions: tpeotrtnii Lease msbciatod with this license, See•Speati tmn Leasing Ai ningeinent Letter dated 12/07/2004 and File No. 0001757186., Spectr iun Leasing Arrangement aesooletod wiib`Sle numbs 0081757186 wee eiitatided to 0170S/2009. See file number t 0001885143. _ - Conditions: Pursuant to 1309(h)of the Ci inmunicedons'Act of 1934,ee aiiietided,'47 U.S.C.§309(6),thi`s_ticene®is subject to the, following conditions. Thii lidense shall not vest in the lteon®eo any right to'opeiato tho station'nof any:iight in t8er ise of the fre 4 uencies deal "gad in the license,beyond the tem thereof nor in'eny other'manner k" 9 �, than autlrarized}erem.`+Neither e license nor,the right granted thoreuticier shall ba®ssigriedor othervrise tiansfetfcd in violation oftle Coinmun'ioations Act of l 934,as amended ,See`41-U.$:C, 316(d).-Thio li='' mni Ia subject in twine to the righi of use of contro1•,con'f6fe'd 1iy 1706 of the Coniinunidations Act of 1934;se amended. Seo 47 0- 6. This This license may not authot'izo'opersdon`t>itough6ut the entire geogrophic area`or spectrum identified on the hprdcopji v`eg8ton.' To'view the`specific geog*hic;area and,pectrum'author'ized by this license,refei to the Spectrum and'Matlidt A%a inforntatio under the Iblaiket Tab of the`1'icerise'rticord in I e'Universal L' icetising System(ULS). To Waw the license recozd,go to the ULS homepage at http://wireless.fcc.gov%uls/iudez.him?job home and select"License Search". Follow the instructions on how to seamb for license infon iidon.- FCC 601-MB Page 1 of 2 A0412009 Cleanses Name:,-NEW CINGULAR�WI$BLB9B CAU 6_ lgu:'WPSL626: „,° :Rlle Tlotnber:' " Print Dsitet C`.am ision aPppinvefofthis applloatlonnail th�,lioeosee ooritaiaad "aim eubjeot'tn,tbo amiibtioiie sot ftib 6 the Merincirexidurii Opiadbntand Ordeic;adopted on Decembar29;2006 endrelam on Mardi 26 2007;and+revi®ed iri ti o'OiYI®i.oai Reconeideistion;adopted W ieieaeed ago Maroli 26;ZOU7.;Se®ATBiT trip.<snd BellBanrth Carpaaatiori App''ppHostiam fbi Transfix of Control;WCbocket No;,06�74,IViemcgandum ppduioi snd Orden;FCC,06.1!B9(rel:Mai:26;2Qa7�;ATdtT Ind:erid - BellSouth Corporation,W6`64ke No.!06_ Ordeq:ori Reooneldeistidn;'FCC 07=44 ' 'fhb, t- "*r ,�1'.-`, a;'-r•?"�`', - F@ '- - _ -, :' _ - _, IV FCC 601 MB Page 2 of 2 + Aprll 2009 .R11iF1sB)B�iCt�"'COPY This ie not an off oiel'J+CC Upmtma It ie s`teoord of pabUa`infcau>atioa'cautaisied isthe FC'Cb No-eneing d_stebese ora the date that ttiie'iefma:ce = copy waa;genan+tad.`Jn'oaeas abate FCC rules cixtnire'ihe pracnt�d-3 puetiog;or diepley of ad PCC liaenee,tMe dogument`moy not be ueo' in pie6W60 atJiOial FCCrlicenBe: __ - '�� .FFbderkl\,Codon MHORMATION 6:13i:`-NE W LINGULAR WIRB MS PCS,I.1.0 Vile e Nin* ;Call alp ATfNiFCC-QROUP�s, s} .�;r: ; ,•.;' ^' WQO0892 , "yRA NBW CINQUY DRIVB•MSLAR W1R6IASW.s'LLC' 5601 LBOAC "v - ' Radio Service A�3 _'. '{` CW-PCS Broadband PLANO,TX 75024 FCC Reglstradou Number.(FAN)e'=;0003291 Grant Date r`;=) eative,DatR n �cplradou Date' Print Date 031621-40-Q6 = .w}.r. ,. . 4 ... -16,2010„s L:J 12-14-ZO14 M Number. - � , ':;• ,C 6661•Hlock 9&Market Deaf iiato'r,' M'I'A001' _ 14, . _ ' . . - -MtirrTtet�Niime'` , . '."• ' , - , New.Yo�{t ° 1st BIIhd-otic Date; Date 2nd Build�otit 3W."d4ut Date' '4th"Baud-oat Date VValvers/Conditions:y NONE y M.,4Fti Conditions: Vit,.`,,.' ` Pumuant to 1309(h)of the Communitiatioria Act of 1934,ae armrided,47 U.S.C.§309(hj.this,Ueense'is subject to the' following eonditiait':"This'licenee'sliall riot vest iri'the licensee:any right to''aperate 66'station noc`an iii F r in the use of the fi quencia's designated iri'thg license beyond the fain thereof ' in airy y nor othar manner then awliortied herein.,,Mcithei the. license nor'the right granted thereunder,aliiil1 W assigned or otherwise tiansferirod in'violation of ibis Comrnuii catioris`Act of 1934,as onended. 5 ,47 U.3.C.•'§310(d):This license u'subjea(in teims to the:right of use'or control,confbhvdby j766 of the Cointntiitications Aot of 1934;'as tunertded:;See 47 U.i3 2§606. A This license may notauthotiie operation'throughout the entire goographlo area or spectrum idendfiea ori the'liandcopy version.' 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'i_sec'. ;t, j�crf,x .'��'',.. >r:~ '1000-075.00 Suffolk County Clerks Office V29 12 252 80 15,4 1 o x SCH.DIST.NO.5 PECONIE 250 480s 305s, 40815.2 150 a00 TOWN OF SOUTHOLD 408 287 1.1 250 LINE 'Z A8 312 100 150 2 15.3 FOR PCL.NO. — 141 100 150 110 675 SEE SEC.NO. 3 436 074-05-015 L1"1 p 310 00 (2) 110 150 '} 362 ' 4 80 • MATCH 488 110 150 5 70 i 80 150 J. 539 676s 263 6 105 14 J. 113 260 7 'Z A 383 370 � 70 203 ��5 .t If 118 262 a %% >8N491� 91 151 8441 _ 166 14.1 s7` / 12.1A(c), 4110`� 112 1,85 TOWN 105 208 82 419 463 208 FOR PCL.NO. 345 140 11 SEE SEC.NO. 1020 100 ,s11 086=01-003.1 976 205 \ 100 12 FOR PCL.NO., 997 1'20 159 SEE SEC.NO. 205 13 J. 086-01-009.1 N 300,400 �` 100 MATCH LINE ��� MATCH % 178 E 2,425,200 ��% � ti DLJ I✓ LEASE THIS LEASE, made thi8 day of March, 1991, by and between the TOWN OF SOUTHOLD, having an office at Main Road Southold, New York 11971 (herein referred to as Landlord) and CELLULAR TELEPHONE COMPANY, a New York general partnership, having an office at 15 East Midland Avenue, Paramus New Jersey, 07652 (hereinafter referred to as "Tenant" and "CTC"). WHEREAS, Landlord is the owner of certain premises described in Exhibit 111" annexed hereto; and WHEREAS, CTC desires to use a portion of said premises for installation, maintenance and operation of radio transmitting and receiving equipment and other associated equipment in connection with its cellular mobile telephone business; NOW, THEREFORE, In consideration of all "the foregoing, and in further consideration of the premises, obligations, terms and conditions hereinafter set forth and recited, both 'parties do hereby agree as follows: 1. LEASE OF PREMISES: Landlord leases to CTC and CTC leases from Landlord that portion of the premises located at Peconic Lane, Peconic, New York 11958, as specifically set forth and. described In Exhibit 112" annexed hereto and made a part hereof ("Leased Premises"). Landlord also grants CTC the right of access to the Leased Premises. It is expressly understood and agreed, and Landlord acknowledges that CTC Is entering into this Lease in reliance on the representation that CTC, its officers, employees, agents, invitees, licensees and representatives shall have the unlimited right of access"to the Leased premises through the building or real property of which the Leased Premises form a part, and the use of the Leased premises seven (7) days a week, twenty four (24) hours a day. It is expressly understood that CTC may not sublet the premises during the terms of this Lease. It is further understood that the Leased premises are a portion of the"Highway Department yard. It Is further understood that the yard itself is kept secured by a lock. CTC covenants and agrees that it shall be afforded access through the secured entry way by means of key or combination but shall be responsible for securing the premises each and every time they enter and leave except during normal business hours when the premises are unlocked by the landlord. 2, USE OF PREMISES: (a) The Leased Premises are to be used for the installation, operation and maintenance of radio transmitting and receiving equipment along with associated other electronic equipment which may be passive and/or active. - CTC shall have the right to install up to twelve (12) antennas, a 141x35' modular , •�IN $1 A Lj 4 building, a 125' lattice tower, fencing and 'other access, es necessary to the successful and secure operation of the above-mentioned radio equipment. It is understood and agreed that CTC has the exclusive right for the placement of antennas on the leased premises. CTC grants permission to the Town of Southold to use the tower for their fire, police and hospital antennas. All equipment or other property, attached to or otherwise brought onto the Leased Premises shall at all times.be personal property and, at CTC's option, ,may be removed by CTC at any time .during the term or within a reasonable time after expiration of this Lease. Upon completion of the modular building and tower by CTC; the modular building, tower and fencing will become the property of the Town of Southold. (b) CTC shall have the right to use whatever means it deems appropriate to install its equipment', provided that the installation shall strictly in accordance with the Building Code of the Town of Southold and the Building Code of the State of New York. Furthermore, it is agreed that all Installation and construction, as well as plans- and specifications, shall be approved by the Building Department of the Town of Southold. Landlord recognizes that in order for CTC to install and operate Its equipment, it will need the ability to run transmission lines from the equipment room to the antenna location, run power from the main feed to the equipment room,'and run telephone lines from the main telephone entry point to the equipment room. Landlord agrees to allow CTC to make all reasonable and necessary alterations, to the building or real property of which the Leased Premises forms a part, in order to accomplish above. CTC shall have the right at any time during the term hereof, at its own expense, to erect, construct or make any improvements, alterations or additions- upon or to the Leased premises required for CTC's use, Including, but not limited, to the right of CTC to enclose its equipment and to cap or otherwise modify (e.g. use of a Halon System) any sprinkler system in the equipment room to protect CTC's equipment. (c) Landlord will make available architectural information regarding the building upon request or provide access to available plans. (d) Landlord shall cooperate with,CTC and will join in any applications for governmental licenses, permits and approvals required of or deemed necessary by CTC for Its use of the Leased Premises, including, without limitation, applications for business licenses and permits provided that CTC'shall reimburse Landlord for any costs, or fees actually incurred by Landlord in connection with' such cooperation. (e) If the Leased Premises are not readily accessible to the public,,,_ right-of-way, Landlord shall and does hereby grant CTC an easement over the -2- other property-of Landlord to provide suitable, adequate J direct access, for ingress and egress, to and from the Leased Premises from the closest public right-of-way and to install any of the above-mentioned equipment required for CTC's operations. Such easement shall remain in effect during the term, and any extended term. No additional rent shall be payable by reason of Landlord's grant of ,such easement. (f) CTC covenants and agrees to make available to Landlord a portion of the modular building being erected by them in order, to house the communication equipment necessarily attendant to the municipal radio antennas and communications systems being installed on the tower. Access to the equipment and modular building shall be afforded to the Landlord • seven (7) days a week twenty-four- (24) hours per day. 3. MANAGEMENT OF SITE ENGINEERING: (a) Landlord agrees to eliminate, without'cost to CTC, any Interference to CTC's operation caused by Landlord or anyone holding' under Landlord in a timely manner after oral notice thereof. If such interference cannot be eliminated within a reasonable length of time, after oral notice thereof, Landlord shall cease or shall require the party causing the interference to cease using the equipment which is causing the interference except for short tests necessary for the elimination of the Interference. (b) CTC agrees not to interfere with radio transmission or reception equipment properly located on the premises owned by Landlord, of which the Leased Premises forms a part. If CTC should cause such measurable interference, CTC shall eliminate it in a timely manner. (c) .Landlord agrees not to erect any structure within or on the premises owned by Landlord of which the Leased Premises forms a part that would Interfere with CTC's operation of its equipment. (d) Tenant agrees that at no time will any microwave dishes or microwave transmission or receiving equipment be placed on the tower. 4. TERM: The initial term of this Lease shall be for ten (10) years commencing on April. 1, 1991, and ending on March 31, 2001. As used herein, "term" refers to the initial term and any renewal term as herein provided. if, at any time during this Lease, the Leased Premises becomes unsuitable for cellular radio telephone system operation due to: (a) governmental regulation, (b) technical causes, (c) interference with CTC's operation that cannot be resolved, CTC may terminate this Lease by notice to Landlord which shall be effective thirty (30) days after it is mailed by CTC. �A'1714� -3- `` � 5. RENT: Willie Landlord is not in default h aunder, CTC will pay Landlord as rent hereunder in advance, the sum of per month commencing on the first day of the month following the execution of this agreement, notwithstanding anything here to the, foregoing, however, CTC will pay Landlord the sum of upon the execution of this agreement which sum shall constitute full prepayment of the first year's rental on the premises and that no further payment shall be due by the CTC to the Tenant until one year from the date hereof. The rental for the second year and each succeeding year throughout the Initial term and option terms, shall be increased to the annual rental determined thereof by a formula as follows: New Rent = (Basic Rent) + (IR-IL/IL x Easic Rent) Definitions: IR is .the Consumer Price Index for the month immediately preceding the month in which the New Rent is due to be increased. IL is the Consumer Price Index immediately preceding the month in which this Lease was signed. "Consumer Price' Index" shall mean the Consumer Price Index published by the Bureau of Labor Statistics of the United States Department of Labor for Urban Wage Earners and Clerical Workers for all items for the New York IMetropolitan area, or shall mean the successor thereto. In the event the Consumer Price Index is converted to a different standard reference base or, otherwise revised, the determination of new rent shall be made with the use of such conversion factor, formula or table for converting the Consumer Price Index as may be published by the Bureau of Labor Statistics, or if the.Bureau should fail to publish the same, then with the use of such conversion factor, formula or table for converting the Consumer Price Index as may be published by Prentice Hall, Inc.,- or any other nationally recognized publisher of similar statistical information. If the Consumer Price Index ceases to be published and there is no successor thereto, such other index as Landlord and, CTC may agree upon shall be substituted for the Consumer Price Index, and if they are unable to agree, then such matter shall be submitted to arbitration. Notwithstanding the provisions of this paragraph 5, CTC may, at its option, pay rent quarterly in advance. 6. OPTION TO RENEW: Provided CTC is not in default and/or breach of any of the terms and conditions of this lease, CTC shall have the option of renewing this Lease for two (2) successive periods of five (5) years, upon the same terms and conditions,which were in effect during the initial term, except as to the rental rate which shall be as stated below for the option term(s): CTC, in -4- • its sole discretion may elect to exercise said renewal opti% .$) and the Landlord may not terminate this lease should CTC elect to exercise said renewal option(s). Option ,Term(s) Monthly Rent 1st The rent for the first and 2nd second option periods will be increased according to changes explained above, but in no event shall the rental be less than per month for the first five year period and MOM per month for the,second five year period. CTC shall exercise its option by giving Landlord written notice of its Intention to exercise" its option to renew at least sixty (,60) days prior to the expiration of the initial term hereof, and If said renewal is for the successive period, CTC shall give to Landlord a- like written notice at least sixty, (60) days prior to the expiration of the then current period, of Its intention to renew this Lease for " and during the next succeeding period. 7. LIABILITY: CTC shall carry during the term of this Lease the following insurance with the customary coverages and exclusions and shall provide proof of, same to Landlord prior to construction, naming Landlord as an additional " insured: Bodily Injury - $1,000,000. for all injuries sustained by.more than one person in any one occurrence. Property Damage - $1,000,000. except for damages as a result of any one accident. 8. CONDITION OF PREMISES: Upon termination or 'expiration of this Lease, CTC shall surrender the Leased Premises to Landlord in good condition (a) for reasonable wear and tear, or (b) for damage due to causes beyond CTC's control or without Its fault or negligence, or (c) for both. 9. • WARRANTY OF TITLE' AND RICHT TO LEASE: (a) Landlord warrants that: M Landlord owns the Leased Premises in fee simple and has rights of access thereto: (ii) Landlord has full right, to make, this Lease; and (iii) CTC shall have quiet and peaceful possession of the Leased Premises during the term. Landlord is prepared to document its interests in the premises. (b) Landlord warrants that the making of its lease and the performance thereof will not violate any zoning or other laws, ordinances, restrictive covenants_ or the provision of any mortgage, lease or other agreements under which. Landlord is bound and which restricts and Landlord in any way with respect to the use of disposition of the premises. 10. ACCESS: Landlord agrees that, from the date of execution of this Lease, it shall obtain CTC's consent before granting any other party any rights, or further right of access to the Leased Premises. CTC agrees not to unreasonably withhold such consent. 11. CTC's RIGHT TO MAINTAIN SECURITY: CTC, at its cost and expense, may place, construct and maintain a fence around any equipment structure housing CTC equipment, or undertake any other appropriate means to restrict access thereto. CTC shall, ensure that the Town of Southold shall have access to the structure housing its equipment as set forth herein above. 12. MAINTENANCE AND REPAIRS; UTILITIES: CTC shall perform all repairs necessary to keep its Improvements on the premises and easements or other access to the premises in good and tenantable condition. Landlord shall maintain the premise, other than CTC's improvements, in good and tenantable condition and repair. CTC shall have the right to add HVAC and store sealed batteries in the equipment room or outside the building at a location mutually agreed upon by the parties. CTC, at its sole expense, shall arrange for a separately metered ' electrical supply and shall pay for all charges for electricity and other utilities consumed by CTC. 13. TENANT'S DEFAULT AND RICHT TO CURE: Each of the following shall be deemed a default by CTC and a breach of this Lease: (a) Non-payment of rent, including any adjustments in rental amount as required hereunder, due hereunder for a period of thirty (30) days after receipt of notice of such failure from Landlord. (b) Failure to perform any other covenant for a period of forty-five (45) days after receipt of such notice from Landlord specifying the failure. No such failure, however, shall be deemed to exist if CTC shall have commenced good faith efforts to rectify the same within such forty-five (45) day period and provided such efforts shall be prosecuted to completion with reasonable diligence. Delay In rectifying the same shall be excused if due to causes beyond the reasonable control of CTC. lc) Any vacating or abandonment of the premises by CTC for more than three (3) consecutive months unless ordered to do so by duly authorized ,legal authority or other cause beyond CTC's reasonable control. -6- _ �-I Id) -In the event of Tenants failure to cure as forth herein above, then and in that event the parties covenant and agree that this lease shall for all all purposes terminate and that Landlord shall be entitled the exclusive right of possession, use and title to CTC's improvements and- CTC shall have relinquished all of its right title and interest in and to same by virtue of its failure to cure. 14. ASSIGNMENT:-Landlord, may assign this Lease and, said assignee will be responsible to CTC for the performance of all the terms and condition of this Lease. Landlord agrees-that CTC may assign all rights, benefits, duties and obligations under this agreement to any corporation, firm or person licensed by governmental agencies to operate a cellular mobile telephone system or to any corporation or other business entity which shall acquire substantially all of the assets of CTC, by giving Landlord written notice. If such assignment is made, CTC shall be relieved of all future liabilities hereunder and Landlord shall look solely to 'such assignee for the performance of the Agreement after assignment, 15. NOTICES: Unless otherwise provided herein, • any notice of demand required or permitted to be given hereunder shall be given in writing by certified or registered mail, return receipt requested, in a sealed envelope, postage prepaid, to be effective on the second day following mailing, addressed as follows: If to Landlord: Town Attorney Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 With copy to: Scott L. Harris, Supervisor If to Tenant: CELLULAR TELEPHONE COMPANY 87 West Passaic Street _ Rochelle Park, NJ 07662 Attention: Vice-President, System Implementation- With copy to: Kearns E Coyle 3540 Valley Road' Liberty Corner, NJ 07938 Either party hereto may change the place for the, giving notice to it by like written notice to the other. 16. RESERVATION OF RIGHTS: CTC does hereby reserve any and all rights it may have as a lessee, under the U.S. Bankruptcy Code 11 U.S.0 101 et seq, in general; and 11 U.S.0 355 in particular. 17. SEVERABILITY: If any provision of this Lease shall be held to be invalid, illegal' or ,unenforceable, the- remaining provisions shall be binding upon the parties and shall be enforceable as though said invalid, illegal, or unenforceable provision were not contained herein, provided; however, that-Lf the -7- '- • invalid, illegal or unenforceable provision goes to the hE of this Lease, the Lease may be terminated, by either party on ten (10) days prior written notice to the other party hereto. 18. AMENDMENT; WAIVER: No revision of this Lease shall be valid unless made in writing and signed by the General Manager or higher authority of CTC and an authorized agent of the Landlord. No provision may be waived except In writing signed by both parties. 19. SHORT FORM LEASE: The parties will, at any time upon request of either one, promptly execute duplicate originals of any instrument, in recordable form, which will constitute a short form of this Lease setting forth a description of the premises, the term of this Lease and any portions hereof, excepting the rental provision. 20. BIND AND BENEFIT: All the conditions and covenants contained in this Lease shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors, and permitted assignees of the parties hereto. 21. ENTIRE AGREEMENT: This lease and the exhibits attached hereto constitute the entire agreement of the parties hereto and shall supersede all prior offers, negotiations and Agreements. IN WITNESS WHEREOF, the parties have executed this Lease the date and year first above written. TOWN OF SOUTHOLD CELLULAR (TELEPHONE COMPANY (LANDLORD) , _--(-:ENANT,Y. By; Scott L. Harris By: Edward F. Weingart Title: Supervisor Title: Vice-President Town of Southold System Implementation e EXHIBIT "in Lot Block Peconic Lane Peconic, New York d - .NERE 14'�2�� if IV 460 42' zo" E 0 t� 114 N ;;Y:,;,�-��: ;•�� � SAND ` I . .. . : .. PILE i i 1 jr pQrii✓wI�Y S t t �•� j `612 j z I i ti J �OAND I o. 16 � 3 C i 5 3 'TIr 17:02 PR6E.002 PRIOR TO START OF CONSTRUCTION VERIFY THAT THIS IS THE ONLY LOC WELD., ��� © eluEeptleeilQaaldAl>i�ae 141•0'3 We►-C T-hu J*a*f OFA%k I STIFFENER` hafapmilowpagim '-- ��6J16 VA NEW 1'THICK ;, smvi�a re sns»rm BRIDGE STIFFENER (TYP.OF 3)SEE DETAIL 2/5-02 FOR f NEW 1'THICK MORE INFORMATION I BRIDGE STIFFENER �� AELEV.30'•0't � t ,20 EXISTING TOWER LEG moi" `��� f I SMITH= 115I0 ra%76 1 I DISIGrMAWIN a (FV,) PaFP+1NFD F04: EXISTING FLANGE a` EXISTING TOWER LEG n t _ 5' _ d�mr•N,rnmo7m ( I I ELEV:VARIES � I-- � � + I i FLANGE U. EXISTING SECONDARY ! + / EXISTING DIAGONAL a ~o ! c HORIZONTAL BRACING i i BRACING 0 qN, o j ~ 1nfP. STC-41e Ctg \\ f STIFF ENER TO SJ16' "LEG(TYP TOP a _ NEW 1'THICK •5710 BRIDGE STIFFENER y Ake Bevla1 WeLo. 1 I I (TYP.OF 3)SEE �n 1 j I DETAIL 215.02 FOR �� f TOP A00 Goti}®M O{L \\\ MORE INFORMATION S-02 ELEV 10'471�, I 2 TYP 2 BRIDGE STIFFENER ` rrk,5.02 SCALE 314'=1'•0' I l77lI ii g T_In� WN� cq0) 17Z 05} z0 �PdF OocWn.. -'--. �-. cn EXISTING ELEVATION 0 FLANGE BOLTS O 5.02 SCALE 3116'=1°•0' COTTER R rJ `J - �J 1 EXISTING TOWER ()F N.P_ �� LEG r� "V�"� Z Ott..-Pio•61= �. ' 'I �j .8,. ,r.�}r s»ri f © o - _•+- ! + ISSUED FOR. e - 16STIFFENER ' - o•z^•-. ! SEWI•BRIDGE PEP AUT arl=i5 ---TO LEG Y _&I TIFFENER(TYP, Gro OF 3 EQUALLY SPACEDAROUND coNSTRucrsau 1EXI54'I0 Crus (416110MC TOWERLEG) RecaaD A )f:ESrJ�ON�� 5!28(15 eM AU A SECTION ,r..Dlm.. WMM_ ff fA&70-Pri,"M av M. fs'P"N 2 SCALE 3=r.o• GS ,1�r r',MY' �+� s r► I In BPS 1~i f•`�J 1J�4 r t `'c {11.®.:vai A OF kt 201S700.03.567 #'d ��r V NOTE X DENOTES A DOCUMENT NEEDED FOR THE MODIFICATION INSPECTION REPORT ,. � •DERIOT.'A DOCUMENT THAT IS NOT REQUIRED FOR THE MODIFICATION INSPECTION REPORT � t STANDARD MODIFICATION DOCUMENTATION REQUIREMENTS "MODIf/CATION 'INSPECTION NOTES`: �. CONSTRUCTION PROCESS REPORT ITEM STAMPED REPORT GENERAL NOTES CANCELLATION OR DELAYS ,nvzNm•a,n w BEFORE DURING AFTER REQUIRED X) •SHDP DRAWNGSI 1, THE MODIFICATIOU NSPECTION IS A VISUAL INSPECTION OF TOWER MONFICATIONSAND A- 1 IF THE GC AND MODIFICATION INSPECTOR AGREE TO A DATE ON WHICH THE MODIFICATION tMATERIAL TEST REPORTIALL MODIFICATION MATERIALS) {REVIEW OF COUSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSPECTION WILL BE CONDUCTED,AND EITHER PARTY CANCELS OR DELAYS,THE TOWER °X7 •PACKING SLIPS: INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS., OWNER SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS OF DEPOSITS AND/OR ��jj -PHOTOS, NAMELY THE htODIFICA71ON DRAWINGS.AS DESIGNED BY THE ENGINEER OF RECORW- OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY aw FOR ANY TIME(E G TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ONSITE,ETC). +� II-'PRE-CONSTRUCTION PHOTOS(C��'WND-ACCESS DRIV6"R0.5®-: "� _^ ---- - _ .__T. -._..-- -- � 1 ----- - 2, 'THE MODIFICATION INSPECTION-IS-TO CONFIRM-INSTALLATION CONFIGURATtQ�I:`AND_; EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAVICANCELLATION IS CAUSED BY �-✓ ;£NTRAeICE TOWER►, WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSW,.NOR , WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES saulroln • fX; • DURING CONSTRUCTION' _ __ CODES THE MODIFICATION INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION G;eS1GN INVOLVED. uslp&y,� aX • BASE PLATE GROUT VERIFICATION R SIDESB•JITH THE ENGINEER OF RECORDIAT ALL 1DESIGN.EFFECTIVENESS_AND-INTENT.aMGN DRAWINISS FAILING INSPECTION CORRECTIONS ak•- •ON SITE COLD GALVANIZING VERIFICATION O. TO ENSURE THAT THE REQUIREMENTS OF THE MODIFICATION INSPECTION ARE MET.IT IS "•X"= •GCAS-BUILT DRAWINGS) VITAL THAT THE GENERAL CONTRACTOR(GC)AND THE MODIFICATION INSPECTOR BEGIN 1, IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION(FAILED w w ,-«� aX LIEN RELEASE lGPO SERVICES 01,> COMMUNICATING AND COORDINATING AS SOON AS A PO OR PAYMENT IS RECEIVED, IT IS MODIFICATION INSPECTION-). THE GC SHALL WORK WITH MODIFICATION INSPECTOR TO ill EXPECTED THAT EACH PARTY WILL BE PROACTIVE N REACHING OUT TO THE OTHER PARTY, COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS. CONTACT LISTED ON WELDING: FABRICATION & ONSITE CONTACT INFORMATION ETITLE SHEET NOTKNOyyN SHALL BE CONTACTED IF SPECIFIC INSPECTOR CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN R10Rt W11000229 THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MOIFICATION CONSTRUCTION PROCESS REPORT ITEM sT REQUIRED RT MODIFICATION INSPECTOR '.' _OROWIIH TOWER OWNER'S APPROVAL,THE GC MAY WORK WITH THE ENGINEER BEFORE DURING AFTEROF RECORD TO RE-ANALYZE THE MODIFICATIOWREINFORCEMENT USING THE I XI NOT-ALI:FULL PEN OR WELDS-5116'? AWS I. THE MODIFICATION INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A AS•BUILT CONDITION. a'X' •VISUAL INSPECTION IN ACCORDANCE WTH°ANS@AWS Dt-1-' AWS PO OR PAYMENT FOR THE MODIFICATION INSPECTION 70. _ •FABRICATOR CERTIFIED WELD INSPECTION :REVIEWTMEREOUIREMERTSOFTH£MODIFICATIONINSPECTIONCHEC#_LIST VERIFICATION INSPECTIO_ NS_ •NDT-MONOPOLE EXISTING PERIMETER BASE WELD AWS '=WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT'ON-SITE,' 0 '1X"a •ELECTRODE VERIFICATICIONSITEPHOTO OFELECTRODE STRENGTH ' (INSPECTIONS.INCLUDING FOUNDATION INSPECTIONI 1 TOWER OWNER RESERVES THE RIGHT TO CONDUCT AVERIFICATION INSPECTION TO VERIFY a GX: •WELDER'B CERTIFICATIONS: r DISCUSS ANY SITE SPECIFIC INSPECTIONS OR CONCERNS+ THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MODIFICATION KX 3RD PARTY CERTIFIED WELD INSPECTORS REPORT AWS " -- - v '' INSPECTION($)ON TOWER MODIFICATION PROJECTS. r 2. ilHE- MODIFICATION"INSPECTOR" IS'RESPONSIBLE"FOR-COLLECTING-ALL-GENERAL I o CONTRACTOR(GC)INSPECTION AND TEST REPORTS, REVIEWING THE DOCUMENTS FOR 2 IVERIFICATION'INSPECTION:MAY BE-CONDUCTED BY-AWINDEPENDENT FIRM=AFTER'A 1 JADHERENC£TOTHE CONTRACT DOCUMENTS.CONDUCTING,THE INFIELD INSPECTIONS,AND MOD[FICATION•PROJECT'IS.COMPLETED._ASMARKED BY THE DATE OF AN ACCEPTED] I SUBMITTING THE MODIFICATION INSPECTION REPORT? -PASSING MODIFICATION INSPECTION''--6R- J -REPORT FOR THE ORIGINAL PROJECT. GENERAL CONTRACTOR REQUIRED PHOTOS,." 1, THE GC IS REQUIRED TO CONTACT THE MODIFICATION INSPECTOR AS SOON AS RECEIVING A PO OR PAYMENT FOR THE MODIFICATION INSTALLATION OR TURNKEY PROJECT TO. 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS ARE TO BE TAKEN AND INCLUDED IN THE MODIFICATION INSPECTION REPORT' -REVIEW THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST -WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE •PRE-CONSTRUCTION GENERAL SITE CONDITION MODIFICATION INSPECTIONS,INCLUDING FOUNDATION INSPECTIONS PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS CONSTRUCTIONIERECTION AND INSPECTION: -RAW MATERIALS: 2, THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS N PHOTOS OF ALL CRITICAL DETAILS ACCORDANCE WITH THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST. • FOUNDATION MODIFICATIONS )• WELD PREPARATION f SOLT TION RECOMMENDATIONS 1• FNALIINSTAL E INSTALLED TORQUE% Z • SURFACE COATING REPAIR 0 THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE POST CONSTRUCTION PHOTOGRAPHS: EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MODIFICATION INSPECTION REPORT I--FINAL'INFIELD,CONDITION I 0 •ANY OTHER PHOTOS DEEMED RELEVANT TO SHOW COMPLETE DETAILS OF W JIT IS SUGGESTED THAT THE GC PROVIDE A MINA113 `OF 5 BUSINESS DAYS- MODIFICATIONS NOTICE PREFERABLY 10,TO THE MODIFICATION KSPECTOR AS TO WHEN THE' _ 0 Nin a � - ISITE WILL BE READY FOR THE MODIFICATION INSPECTION TO BE CONDUCTED. '2,PHOTOS-OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED i IL r N Cn •THE GC AND MODIFICATION INSPECTOR COORDINATE CLOSELY THROUGHOUT THE .__INADEQUATE,!- '"-- - - -------- ------ ---- ----- 0 C} Z J ENTIRE PROJECT, = R Q 2 Y •WHEN POSSIBLE,IT IS PREFERRED TO HAVE THE CC AND MODIFICATION X V O V INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR w RE-TENSIONING OPERATIONS. = p 2 •IT MAY BE BENEFICIAL TO INSTALLALL TOWER MODIFICATIONS PRIOR TO 0 O Z CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND U V Q 0 MODIFICATION INSPECTIONS)TO COMMENCE WITH ONE SITE VISIT: Q IL U WHEN POSSIBLE.IT IS PREFERRED TO HAVE THE GC AND MODIFICATION LIL. INSPECTOR ONSITE DURING THE MODIFICATION INSPECTION TO HAVE ANY DEFICIENCIES CORRECTED DURING THE INITIAL MODIFICATION INSPECTION, 0 THEREFORE,THE GC MAY CHOOSE TO COORDNATETHE MODIFICATION INSPECTION CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT {)F )� Y THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE0 P nt�N,�ji GD• 'ti- o•,s_ f tri ISSUED FOR: PERFAT SfSNSO1s Be i' I I ;.1f RUCTION RECORD � • CM1btiY- � 2 "� V FSS%O��"� 528!15 octan owo-u out All •R 19 d SiidLr=Lw Lo fLT-11 FslY «,aes.•w.+oDi .rrI �.'•.�t`Sii .0$s. l! ° ....�,y_,J/�.-a4�ewy.�� f Ei(+`%ei )J�,i.1:,t J`JS{.�rti�.."'.•�•i Nfi VE AYVGfn7�Y BPS CJS JOB No. 2015700.03.567 AT&T Received cr 257ss-4��-A2-00025736-415-A2-0000-00050TOWER INFORMATION: 000so-000 � TOWER DOCUMENTS: APT/PROJECT#:NY141LTE400 SOUTHOLD Status COdeReceived TOWER HEIGHT/TYPE. 139 SELF SUPPORT TOWER NAME-Hunuey_Donold TOWER LOCATION' LAT.: 41"2'28.784" }s DATE 612&7015 314 02 PM LONG.: -72"27'31.568" �•�j a t SEE COMMENT ON S02 STREET ADDRESS:`414 05 ROUTE 25 USID • 5678 CITY,STATE ZIP;PECONIC,NY 11958 fm■ COUNTY:SUFFOLK VMGN DOWIf" REFERENCED ANALYSIS:GPD]PROJ.#:2015700.03.5678.02 PPOAMD FIX ANALYSIS DATE: 05!0662015 7tt CLIENT- #: NYNYNY02'29.,,, CODE COMPLIANCE: GOVERNING CODES: TIA/EIA-222-F•2006 IBC,2010 NYSBC, &ASCE7-05 WIND SPEEDS: 104 MPH FASTEST MILE c 38 MPH FASTEST MILE(W/ICE) at&t0 ICE THICKNESS: 314" 0 a SITE MAP: -CLIENT CONTACT: SHEET INDEX: �• _ =�° of MR.RICK RICCIARDI T-01: TITLE SHEET 300 BROADACRES DRIVE,2ND FLOOR N-01: PROJECT NOTES a BLOOMFIELD,NJ 07003 S-01: TOWER ELEVATION&MODIFICATION SCHEDULE s x 4 (201)571-0721 S-02: MODIFICATION DETAILS&SECTIONS cv cMI-01 MODIFICATION INSPECTION CHECKLIST a N m W 0 Pecon)CAl = o z GPD CONTACT: � wU 520 SOUTH MAIN STREET,SUITE 2531 o o o J AKRON,OH 44311 0) T w FOR QUESTIONS PLEASE EMAIL: °• GPDMODS0GPD6ROUP.COM • ter , � *r. 4 ()� N�� ISSUED FOR. I'tJ t� PEmr 3RUZOtb - ff �I, °' „•t- -M BID Al, .`.�r-� A -� ,h CONSTRUCT109 'u � 4 V41 4d - e tAt -Ir t 7 '� COMM' t�:1 W.iyJi'1•y �� e� nu •4J(jFeSS,w.1Q+�' 5128115 .c=cttwosoot r.w.on V�' ars us r r- ;N •' =: t3no No A I�•M BB \`f' ir/{?� � �r-lz rrL��el�{t A 2015700.03.567 '!W tl'NJZWiW��•\iii �/ . 1 GENERAL NOTES GENERAL NOTES CONTINUED STRUCTURAL STEEL NOTES GlI 1, THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING 15, TOWERS ARE DESIGNED TO CARRY GRAVITY WINO, AND ICE LOADS. ALL MEMBERS LEGS 1, ALL NEW S7EEL SHALL BE HOT•DIPPED GALVANIZED`PER ASTM'A123:ASTM A1531A153M,OR'ASTM hdm;olwcaparlom PROV,SIONS OF TIAIEW-222 AWS,TiA•1019-A.AND RISC.MATERIALS FABRICATION,INSTALLATION DIAGONALS. STRUTS AND REDUNDANT MEMBERS PROVIDE STRU DERAI. STABILITY 'FO THE CA653 G90. AS APPLICABLE FOR FULL WEATHER PROTECTION FOR HIGH STRENGTH STEM: AND ALL OTHER SERVICES PROVIDED BY THE CONTRACTOR SHALL CONFORM TO THE ABOVe TOWER WITH LITTLE REDUNDANCY. ABSENCE OR REMOVAL OF A MEMBER CAN TRIGGER FASTENERS WHERE HOT-DIPPED GALVANIZING IS NOT PERMITTED OACROMET F1136 GRADE 3 MENTIONED CODES AND THE CONTRACT SPECIFICATIONS CATASTROPHIC FAILURE UNLESS A SUBSTITUTE IS PROVIDED BEFORE ANY REMOVAL- LEGS COATING(OR ENGINEER APPROVED EQUIVALENT)SHALL BE USED.IN ADDITION ALL NEW STEEL CARRY AXIAL LOADS AND DERIVE THEIR STRENGTH FROM SHORTER UN-BRACED LENGTHS BY THE SHALL BE PAINTED EE MATCH APPROVED TOWER STEEL,,CONTRACTOR,SHALL OBTAIN WRITTEN ; 2 THIS DESIGN ASSUMES THE TOWER AND FOUNDATIONS HAVE BEEN WELL MAINTAINED IN GOOD PRESENCE OF REDUNDANT MEMBERS AND THEIR CONNECTION TO THE DIAGONALS WITH BOLTS PERMISSION IN PROTECT STEEL BY ANY OTHER MEANS CONDITION.AND ARE WITHOUT DEFECT BENT MEMBERS CORRODED MEMBERS.LOO§E BOLTS, OR WELDS. IF THE BOLTS OR WELDS ARE REMOVED WITHOUT PROVIDING ANY SUBSTITUTE TO - -- ---- CRACKED WELDS AND OTHER MEMBER DEFECTS HAVE HOT BEEN CONSIDERED.THE TOWER IS THE FRAME. THE LEG IS SUBJECTED TO A HIGHER UN•BRACED LENGTH THAT IMMEDIATELY 2 (AL1b'Eil5W G"PAlNTED7GALVANIZED'-SURFACES"DAMAGED"DURING REHAB SIIALL-'BEE"WIRE ASSUMED TO BE PLUMB AND THE SITE IS ASSUMED TO BE LEVEL.THIS DESIGN IS BEING PROVIDED REDUCES ITS LOAD CARRYING CAPACITY. IF A DIAGONAL IS ALSO REMOVED IN ADDITION TO THE BRUSHED CLEAN_REPAIRED BY COLD GALVANIZING BRUSH APPLIED PAINT(ZRC OR EQUA,) AND, _ WITHOUT THE BENEFIT OFA CONDITION ASSESSMENT BY GPD,GROUP, CONTRACTOR SHALL, CONNECTION.THE UN-BRACED LENGTH OF THE LEG IS GREATLY INCREASED.JEOPARDIZING ITS EP,- EQ TO MATCH THE EXISTING FINISHdtF_A?PLICAB:E). (COMMISSION A COMPLETE CONDITION ASSESSMENT PRIOR TO ORDERING ANY REINFORCING, LOAD CARRYING CAPACITY. FAILURE OF ONE LEG CAN RESULT IN A TOWER COLLAPSE BECAUSE R �' `�� MATERIALS AND SUPPLY CONDITION ASSESSMENT TO ENGINEER FOR REVIEW,SEE CONTRACTOR; THERE IS NO REDUNDANCY. REDUNDANT MEMBERS AND DIAGONALS ARE CRITICAL TO THE T` NOTES., --- - - - `- - - - - - STABILITY OF THE TOWER- 3 CAULKING SHALL BE PROVIDED AROUND PERIMETER'OF ANY AND ALL MODIFICATION MEMBERS TO ___ ENSURE COMPLETE SEAL BETWEEN EXISTING STRUCTURE AND REINFORCING MEMBERS IN FULL �• 3. THE CONTRACTOR SHALL VISIT THE'SITE"PRIOR TO'INT-ING ANY PROBLEMS WITH'ACCESS,, 16. 'WORK `ONLY BE PERFORMED'DURING CALM DRY DAYS (WINDS LESS THAN 10-MPH CONTACT WITH EXISTING STEEL SEALANT IS TO BE EXTERIOR GRADE PAINTABL£ SILICONE ,INTERFERENCE ETC SHALL BE RESOLVED PRIOR TO MOBILIZATION CONTRACTOR SHALL FIELDS CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL TOWER SHORING TEMPORARY CAULKING AS MANUFACTURED BY DOW AND ACCEPTABLE TO GPD SOUTH= WERIFY ALL DQENSIONS AND NOTE ANY EXISTING CONDITIONS THAT ARE NOT REPRESENTED ON GLOBAL TOWER SHORING.AND ALL SHORING OF SURROUNDING BUILDINGS,PAD§.AND OTHER _ THESE DRAWINGS OR THAT INTERFERE WITH THE CONTINUOUS INSTALLATION OF THE' OUTDOOR SITE OBSTRUCTIONS. ALL SHORING. TEMPORARY_BRACING,, AND_TEMPORARY' 4 ALL STRUCTURAL STEE ,SHALG,`CONFORM TO,THE LISTED�REOUlREMENTS'U N O IN THESE MODIFICATIONS CONTRACTOR SHALL NOTE ALL ATTACHMENT POINTS, ANTENNAS. MOUNTS. SUPPORTS ARE TME RESPONSIBILITY Of,THE CONTRACTOR.,, DRAVQNGS,; - -- "` '` - XOAX. LIGHTING. CLIMBING SUPPORTS, STEP BOLTS, PORT HOLES. AND ANY OTHER TOWER ;APPURTENANCES IN THE REGION OF THE MODIFICATIONS GPO GROUP SHALL BE CONTACTED,' 17 MODIFICATIONS SHOWN SHALL BE INSTALLED ON ALL THREE(3)TOWER LEGS/FACES, PLATE, .ASTYAM(GR'SOf, IMMEDIATELY--TO_EVALUATE_.THE SIGNIFICANCE OF ANY DEVIATION PRIOR TO ORDERING 18. BSOLUTELY NO WELDING TORCH CUTTING OR OPE FLAME OF ANY TYPE IS PERMITTED ON T 5 A,.L'BOLT ASSEM$LIES�FOR'STRUCTURA,'MEMBERS REPRESENTED'IN THIS DRAWING'REOUIRE-I t nu�l mu LOCKING DEVICES TO BE INSTALLED.IN,ACCORDANCE-WITH�THEG'OVERMNGyPROVISIONS-OF 4, ALL-EXISTING-PAINTEDIGALVANIZED-SURFACES 'DAMAGED'OURWG-REHAB-SHALL' BE'%AnRE DFaJ1WIRG5 TIAIEIA-222REQUIREMENTS., BRUSHED CLEAN.REPAIRED BY COLD GALVANIZING BRUSH APPLIED PAINT(ZRC OR EQUAL).AND ,RHPAINTEDTQMATCHTHEE%ISTINGFINISH{IFAPPLICABLEE).-------- _ _ ____-_ _.-- 19 FAAIFCC FILING AND LIGHTING MAY BE REQUIRED ALL GOVERNMENTAL REGULATORY DETERMINATIONS AND FILINGS BY OTHERS,NOT GPD, 6 ALL SUBSTITUTES PROPOSED'$Y THE CONTRACTOR SHALL BE-APPROVED IN WRITING$Y THE CUM•'nN1i1Diz9 ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR DETERMINING IF' 6 ALL'MATERIAL `SPECIFIE ,?PNC T DI PROJECT MUST IiEED NEW ANDD SIZE F ANY DEFECTS ANY , MATERIAL SUBSTITtJTlON3,+INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS,(-2D. VERIFY IF THIS STRUCTURE IS AN FM TOWER AND TAKE NECESSARY ACTIONS TO PROVIDE SAFE "SUBS71TLfTE IS SUITABLE FOR_VSE AND MEETS THE ORIGLYAL DESIGN CRITERIA. DIFFERENCES 1MUST BE APPROVED BY THE OWNER AND ENGINEER IN WRITING CONTRACTOR SHALL PROVIDE WORKING CONDITIONS INCLUDING. BUT NOT LIMITED TO. HAVING FM SIGNAL TURNED OFF. 'FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT.SHALL BE DOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND, CONTRACTOR SHALL HAVE PROPER BADMAN FOR NOTIFICATION OF EXCESSIVE RF EXPOSURE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING MEETS THE ORIGINAL DESIGN CRITERIA DIFFERENCES FROM THE ORLG'NAL DESIGN.INCLUDING-, FOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE PRESENT, RE-DESIGN COSTS AND COSTS TO SUBCONTRACTORS)SHALL BE PROVIDED TO THE ENGINEER MAINTENANCE, REPAIR-AND REPLACEMENT. SHALL.BE NOTED. ESTIMATES OF COSTSICREOITS CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION ANDIOR SPECIFICATIONS TO THE 'ASSOCIATED WITH THE SUBSTITUTION `INCLUDING RE-DESIGN COSTS,_AND..COSTS.TO 21_ ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. ENGINEER AS REQUESTED SUB%CONTRAGTORS)SIHAA_L BE PROVIDED TO_THE ENGINEER,,_j - DEVIATION FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVAL __ FROM ENGINEER 7 "STRUCTURAL STEEL SWOP.,ORAWINGS SHALL BE P.ROVLDED.TO.ENGtNEER F_ OR ApPRO% ( R{OR 1 g 5 THE-ENGINEER-(GPD GROUP) SHALL-MAKE POST INSTALLATION OBSERVATION-FOR"TOWER-% TO FABRICATIONS BX 0E-ENGINEER SHALL COORDINATE W/ENGINEER (GPD GROUP) WITHIN 72 HOURS AFTER 1()Wg 22 DO NOT SCALE DRAWINGS COMPLETION OF THE TOWER MODIFICATION INSTALLATION, INSTALLATION OF PROPOSEDB UNLESS NOTED OTHERWISE ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORK i2 ,LOADING WITHOUT ENGINEER APPROVAL ISPROHIBITEDINSTALLATION OF THE PROPOSED 23. THE CLIMBING FACILITIES SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BE LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE LOADING IS BY OTI iERSAN . D IS BEYOND THE SCOPE OF THESE DRAWAGSY - IMPEDED OR MODIFIED VA NOUT THE WRITTEN CONSENT OF THE GPD GROUP, 7. IAL.L`CONTRACTORS-AND LOWER TIER"CONTRACTORS MUST ACKNOWLEDGE IN'WRITING-TO• WELD_NOTES 9 'FOR"ALL SHOP'WELDING(USE E70XX ELECTRODES FOR SMAW PROCESS AND:E Xd,-%3(J TOWER OWNER AND GPD GROUP THAT THEY HAVE OBTAINED.UNDERSTAND,AND WILL FOLLOW -ELECTRODES FOR FCA_W_PROCESS,UNO_' ,(TOWER OWNER STANDARDS OF PRACTICE, CONSTRUCTION GUIDELINES.ALL SITE AND TOWER;, _ _ SAFETY PROCEDURES, ALL PRODUCT LIMITATIONS AND INSTALLATION PROCEDURES USED�ON 1. -ALCWELQING SHALL'BE DONE IN.ACCORDANCE-WITWAWS.DIAIDIJA1,'STRUCTURAL WELDING, SITE,AND PROPOSED MODIFICATIONS DESCRIBED.RECEIPT OF ACKNOWLEDGMENT MUST OCCUR. CODE-STEELa(LATEST EDITION). `PRIOR TO BEaNNING CONSTRUCTION OR CLIMBING,IT IS THE RESPONSIBILITY OF THE GENERAL i - _ �- 'CONTRACTOR TO PROVIDE THIS DOCUMENTATION FOR TOWER OWNER AND GPD GROUP ON 2• CONTRACTOR--IS-RESPONSIBLE FOR'COMMISSIONING�A THIRD PARTY-CERTIFIED WELDI COMPANY LETTERHEAD AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN INSPECTOR(tCWI)THROUGHOUT THE ENTIRETY OF THE PROJECT. A PASSING CWI REPORT SHALL' THIS DOCUMENTATION FROM LOWER TIER SUBCONTRACTORS_(ON_SUBCONTRACTOR BE pROVIpED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. "- ' -- LETTERHEAD)AND DELVER IT TO TOWER OWNER AND GPD GROUP., B 'IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS WILL'BE', 3_ WELDING-'CERTIFICATES MUST--BE PROVIDED TO'CWl AND GPD GROUP PRIOR TO WELDING ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH TOWER CONSTRUCTION EXPERIENCE, -CONTRACTOR BEGINNING WORK ON SITE, CERTIFICATE WILL BE-ASKED FOR AS PART OF_ INSPECTION PROCESS ALL WELDING SHOULD BE PERFORMED BY AN AWS QUALIFIED WELDER THIS INCLUDES PROVIDING THE NECESSARY-CERTIFICATIONS TO THE,TOWER OWNER ANO, WHO HAS EXPERIENCE WITH GALVANIZED SURFACES AND IN ACCORDANCE WITH ANSVAWS DLA ENGINEER,_-„ . - lANDANSI Z 49.1 OR LATEST EDITIONS -- 9, THESE DRAWINGS 00 NOT INDICATE THE METHOD Of CONSTRUCTION THE CONTRACTOR SHALL 4. FOR ALL WELDING.IJSE E70XX ELECTRODES FOR SMAW PROCESS AND E7XLXX ELECTRODES FOR SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION FLAW L WELDIN ,USE METHODS.MEANS,TECHNIQUES,SEQUENCES,AND PROCEDURES. . - 10 CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY-THE CONTRACTOR 5 OXY FUEL GAS WELDING OR BRAZING IS STRICTLY PROHIBITED. SPECIFICALLY, NO TORCH IS RESPONSIB?E TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIR CUTTING IS PERMITTED ON SITE ALL HOLES SHALL BE CUT WITH A GRINDER. EXPOSURE TO HAZARDS, THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE S. INSTALL'-300r (NFPA'7011'FIRE BLANKET AROUND ALL COAX AT AND BELOW EACH WELDING TRAIMNG COURSES AND CERTIFICATIONS.PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE. PROCEDURE AND ELEVATION. COAX 15 FLAMMATILE AND CAN CATCH FIRE IF PROPER' DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE PRECAUTIONS ARE NOT MADE TO SHIELD COAX FROM ALL WELDING PROCEDURES.IN ADDITION. REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL BE ED AWAY FROM E PUS COAX SHALL BE TOWER FACE WHERE WELDING IS BEING PERFORMED. RESPONSIBLE FOR THE SAFETY OF THE WORK AREA ADJACENT AREAS AND ANY PROPERTY _. _H -- .— - OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL 7, CONTRACTOR SHALL EXERCISE CAUTION WHEN WELDING ON A GALVANIZED SURFACE REVIEW ALL LANDOWNER,PRIME CONTRACTOR CARRIER.OSHA.AND LOCAL SAFETY GUIDELINES ADDITIONAL SPLATTER AND SPARKS SHALL BE ANTICIPATED GIVEN THE PREVIOUSLY GALV Co f4m AND AT ALL TIMES SHALL CONFORM TO THE'MOST RESTRICTIVE OF THESE STANDARDS TO SURFACE IF THE WELD MATERIAL IS CONTAMINATED WITH ZINC IT DOES NOT PROVIDE A 1c1 N Lu ENSURE A SAFE WORKPLACE. STRUCTURAL WELD FUMES CREATED FROM WELDING ON A PREVIOUSLY GALV,SURFACE CAN BE Q cm 01 I— 11, TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS HAZARDOUS SRICIOJ.RE SLAG,OWELDING DINGUST OR ANY SURFACES SHA AL TO PROPERLY RE/ENT PROPER D O REMOVE J }L-r WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE0 ��- Z WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA,WHEN WORKING ON B, ALL FIELO WELDS'SHALL BE TOUCHED UP WITH TWO COATS`OF COLD GAL'Vi1NIZEp PAINT(ZRC OR. = O Z EXISTING COMMUNICATION TOWERS.EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL APPROVED EQUIVALENT), INCLUDING THE INTERIOR OF MONOPOLE SHAFTS, WHERE ACCESS', PROTECTION. TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL „PERMITS.IN ANY AREAS AFFECTED BY ANY WELDING,.PHOTO DOCUMENTATION IS REQUIRED TO.' ~ V U PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR i BE SUBMITTED TO THE PMI INSPECTOR, 0 p Z (•(J 12 ALL SAFETY EOUIPLIENT SHALLBE INSPECTED ACCOROING'TO-ALL OSHA'-AND INDUSTRY-I g ,WATER SHALL'BE ON SITE,OF ADEQUATE AMOUNT:AND AVAILABLE AT SHORT NOTICE AT ALL 0 Q O n SCHEDULED INTERVALS A':0 ALL INSPECTIONS SHA- BE DOCUMENTED PER APPLICABLE CODES TIMES DURING WELDING ACTIVITY. A MINIMUM OF 500 GAL. OF WATER SHALL BE PROVIDED rr�� � �a � AND STANDARDS. - i WATERcSHALL 9E CAPABLE OF REACHIRG-REIGHT WHERE WELDING IS BEING PERFORMED, �7, 2®1�, CASs A4ec w 13 CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX T BRACKETS.ANTENNA ADDITION.A MINIMUM OF SIX �dLB.CLASS ABC MULTIPURPOSE FIRE EXTINGUISHERS FULLYCL MOUNTS AND ANY OTHER TOWER APPURTENANCE THAT MAY INTERFERE WITH THE TOWER CHARGED AND CAPABLE OF 1 CHARGE WITHIN 30 SECONDS OF-DETECTING A FIRE SHALL BE y(t EX�'1fL t71 .S. MODIFICATIONS, ALL TOWER APPURTENANCES MUST BE REPLACED AND/OR RESTORED TO ITS PROVIDED. FIRE EXTINGUISHERS SHALL BE STRATEGICALLY LOCATED AROUND COMPOUND ANp °S c)F Nfi jy ORIGINAL LOCATION SOME ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATIONS TO PROPERLY IN THE AIR(LE.ON THE MAN LIFT-WHERE WELDING 15 BEING PERFORMED). (rC+ r FIT THE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOMIZATIONS ARE DESIGNED BY 10 �LEANOUTALL'OEBRISTHFjOU-GHOUTTOWER AND STRUCTUREBASEPRIORTOWELDING} t•� �1'L'�tr J �ip OTHERS AND MUST gE APPROVED BY THE ENGINEER PRIOR TO REMOVING SUCH ATTACHMENTS - - _ - eS ANYCARRIERDOWNTIMEMUST BECOORDINATED WITH THE TOWER OWNER INWRITING 11. cTHE'-CONTRACTOR—SMALL"TAKE 'COOLING EFFECTS"OF THE'-WELDED-MATERIAL-INTO � 5;ti '•r.f n14 CONSIDERATION(I E EXPANSION OF HOT MATERIAL AND CONTRACTION OF COOLED MATERIAL) . 14. CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE TOWER OWNER'S PROPERTY OR - _ _ _- _ _----- ________ .- _ _ ,�t .� 1- Y! SUED FOR. LEASE AREA AND APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO :. �, - . VERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS ID o,!�p Y aEltaar saernts REQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAOWNER PRIOR TO MOBILIZATION,CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE 4 �i .ALJ eo RESPONSIBILITY OF THE CONTRACTOR p ( Z T CONSTRUCTION fell I".- RECORD �•i a1't r`01-essl 528115 twttrt aao+a lW;z •R ER k' -OV11 ?(F k=�MR PIT I� a to jw `1 rlZ m-:tkX3; i OF A W—i� a...oa W.�acao ,TORN(] 2015700.03,567 -///.n Gro XOdAN&fttue ftfiniaW c"Mam ELEV 13(r.0% SYMBOL SCHEDULE „LI�w,muoe«u7 SYMBOL ELEVATION MEMBER TYPE EXISTING MEMBER NEWMELMER NOTES 1 �minim fffigL A INGO M�•L BRIDGE 1911-THO CK 8RIOGE INSTALL NEW BRIDGE STIFFENERS AROUND THE EXISTING FLANGE PLATES SEE STIFFENERS STIFFENERS OETM.IIS12 FOR MORE INFORMATION O TIF-0,M BRIDGE 41%t•THICK BRIDGE INSTALL NEW BRIOG9 STIFFENERS AROUND THE EXISTING FLANGE PLATES SEE STIFFENERS STIFFENERS DETAIL,!SW FOR MORE INFORMATION (30 Pea k.Ec AT Two EL6tvA3+dF1s For /k 3ecAt- OF (0). mat&t SdNHOI) MO..3678 Oma”auPWAM FOIL wurs But i S11E11T.NTMNIO:N I - 1 OELEV.90'-0's - L UN I v 2 V - SEI.tT� V+ 1 LEG A f (EXISTING) �I 1 114GCOAX TO 115 FT LEVEL a ? NOTE,FOR FULL ANTENNA ! `. (1)114'COAX TO 115 FT LEVEL t CONFIGURATION SEE ASSOCIATED o { PASSING ANALYSIS LEV 70'-O's 1 M1 A {EXISTING) (18)718-COAX TO 128 FT LEVEL + (1)316FIBER TO 126 FT LEVEL ? \i POWER LEVEL �, (2)318'RET 70125FTLEVEL , t~;•` I (2 1112(COAX TO 128 FT LEVEL (1)7/6-COAX TO 91 FT LEVEL (1)14-COAX TO 88 FT LEVEL (1)314'COAX TO 41 FT LEVEL J I'- 0"t I �X (EXISTING) W ELEV-50'- It -F � {12}1.518'COAX TO 88 FT LEVEL J to m W LEG C ISI "z3''Sa.. �� LEG B N�CR _ . i � � u0 {EXISTING)(3)7/8'COAX TO 128 FT LEVEL (EXISTING) F�FV 0 } Q U)COAX LAYOUT (79)7f8-COAX T0100FfLEVEL = 22 W Z NTS 0 O tn W O, ELEl' 0•b i Y V_� I' Z U) Q V U aW W IL A li _ O � MAX CORNER REACTIONS AT BASEDOWN 254 K G SHEM 2TK L �) NE- c UPLIFT •219K \� �,4 I SHEAR 14 K d r- + j t J ISSUED FOR: AVAL G� ;,y., LSA PERMIT sTSM015 Bro --' ' �I'--'--., ..``' i p 1' :rr'®'•C'`1`e.' �. CONSTRUCTION SIG�A, 81G,kEN ". '; I t RECORD - �. 1 \ i -0•s -9 I •2 Noel 28 uIPH WIND. G 750 01 ICS TEO i-RB E 6 I 1 D4X6U oaLvlee I �-- i��, �Z �.•� 4 '")t-essl �� spans BAB JMJ- g� •� TM pQ.ws� *A�{F�� �/ natc/IlrwRaL Atwamn aLJ•IT 12 A Y,y�A'•A M M CS SJiF/T1:i ANT BPs DJs -- ah1EA1t 1f16'.1'•(F' stK FEAcnONs•18+mdIaJ,5N4P01uad r���:•i�.e�J'N7}JII,::7::'.( TL.:.>:.:E+ms. •.• .M •=1L'MOMENT � S.YtJ JOB No. TOWER ELEVATION TRauE-,s p �� 2015700.2015700.03.56r,010 - . t _c . PROJECT DESCRIPTION o MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED m CABLES. o _r_ PROJECT INFORMATION cot., >c o v SITE ADDRESS: 41405 ROUTE 25 CL PECONIC, NY 11958 _ o PROPERTY OWNER: TOWN OF SOUTHOLD a a MAIN ROAD SOUTHHOLD, m o NEW YORK 11971 o 7 tw" IJU N, U M By H Yo .,a ° ZAPPLICANT ADDRESS: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") on 340 MT. KEMBLE AVENUEP T F= ° m MORRISTOWN., NJ 07960 lu E=ll H A E=_ 0 L D e JURISDICTION: TOWN OF SOUTHOLD PROPERTY TAX ID: SECTION 75, BLOCK 5, LOT 14.1 o ZONING DISTRICT: MUNICIPAL R-80 VICINITY MAP APPLICABL C° LATITUDE: N 41' 2' 28.79" (NAD 83) /'-� E BUILDING CODES AND STANDARDS C� FROM MORRISTOWN NJ: ° Lo LONGITUDE: W 72' 27' 31 .57" (NAD 83) HEAD NORTHEAST ON US-202 N/MT KEMBLE AVE TOWARD ZAMROK WAY TURN RIGHT ONTO N MACCULLOCH ELEVATION: 14' f ASML (NAVD 88) AVE, TURN LEFT AT THE 3RD CROSS STREET ONTO MILLER RD, TURN RIGHT ONTO COUNTY ROAD SUBCONTRACTORS WORK -SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL U 510/ CODES AS ADOPTED BY THE CURRENT USE: TELECOMMUNICATIONS FACILITY AND POLICE BUILDING SOUTH ST, CONTINUE TO FOLLOW SOUTH ST, SLIGHT LEFT ONTO MADISON AVE, TURN LEFT TO MERGE TH LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. -v o PROPOSED USE: TELECOMMUNICATIONS FACILITY AND POLICE BUILDING ONTO 1-287 N, TAKE EXIT 41A FOR 1-80 E TOWARD NEW YORK CITY, FOLLOW SIGNS FOR 1-80 E E EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF / CONTRACT AWARD SHALL GOVERN THE DESIGN. ° PATERSON/NEW YORK AND MERGE ONTO 1-80 E, CONTINUE ONTO INTERSTATE 80 EXPRESS E, MERGE �° R F DATA SHEET ONTO INTERSTATE 95 EXPRESS N, CONTINUE ONTO INTERSTATE 95 UPPER LEVEL N , PARTIAL TOLL ROAD, L CONTINUE ONTO CROSS BRONX EXPY, CONTINUE ONTO BUILDING CODE: BUILDING CODE OF NEW YORK +' ENTERING NEW YORK, CONTINUE ONTO I-95 N, STATE — 2010 0DATE ISSUED: 05/30/2012 REVISION: VO2 1-295 S, PARTIAL TOLL ROAD, TAKE THE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO 1-495 E/LONG ISLAND EXPY TOWARD EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARD, ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70—NATIONAL ELECTRICAL CODE o �- HAMPTON BAYS/CALVERTON, TURN RIGHT ONTO NY-24 S, AT THE TRAFFIC CIRCLE CONTINUE STRAIGHT (NEC) 2008 ONTO FLANDERS RD/RIVERHEAD—HAMPTON BAYS RD, CONTINUE TO FOLLOW FLANDERS RD, TURN LEFT U C E DRAWING INDEXREV ONTO COUNTY RD 105/CROSS RIVER DR, TURN RIGHT ONTO MAIN RD, TURN LEFT ONTO MILL RD/PECONIC FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — LN, 2010 v° LIGHTNING PROTECT ON CODE: NFPA 780-2008 LIGHTNING PROTECTION CODE co o NYNYNY0229 -T01 TITLE SHEET 2 SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING ° STANDARDS. NYNYNY0229 -SP1 OVERALL SITE PLAN 2 o -v NYNYNY0229 -A01 COMPOUND PLAN, ANTENNA PLAN & GENERAL NOTES 2 <Q N �!! AMERICAN CONCRE E INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL C C NYNYNY0229 -A02 EQUIPMENT PLAN, GPS UNIT MOUNTING 2 o�jy 9�F CONCRETE. DETAIL & NOTES. AMERICAN INSTI7'LITE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEED_ CONSTRUCTION, ° THIRTEENTH EDI i=i3;ti NYNYNY0229 -A03 TOWER ELEVATION c DETAILS 2 o NYNYNY0229 -A04 REMOTE RADIO HEAD (RRH) MOUNTING & 2 ANSI/TIA (TEL ECG'liv;UNICATIONS INDUSTRY ASSOCIATION) 222( F (1996), STRUCTURAL STANDARDS E MCPA RACK DETAIl...".'.. FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. m � NYNYNY0229 -A05 DC POWER SURGE PROTECTION & DC POWER (OVP) 2 TIA 607,E COMMERCIAL BUIL POLE MOUNTING DE i AILS ; � : TELECOMMUNICATIONS. DING GROUNDING AND BONDING REQUIREMENTS FOR NYNYNY0229 -A06 LTE CONDUCTOR SIZES & CABLE ENTRY PORT DETAILS 2 ' •a � NYNYNY0229 -E01 SYSTEM DIAGRAM 2 � INSTITUTE EARTH RESISTIVITY, GROUNDCTRICAL ND IMPEDANCE, ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING {y , AND EARTH SURFACE POTENTIALS OF A GROUND Q° NYNYNY0229 -E02 RRH WIRING DIAGRAM 2 Z EEE 1SYSTEM 0 2 0 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC o r NYNYNY0229 -E03 ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS 2 EQUIPMENT � NYNYNY0229 -E04 GROUNDING NOTES & DETAILS 2 E o �,Q�O �p IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION o NYNYNY0229 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE 2 �F TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS (CSRF) JUMPER CONFIGURATION v ANSI T1 .31 1 , FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR AN 0 2� Y CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING o MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE �y REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL E TE 'j` ti � DOCUMENT REVIEW STATUS AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. v��� 313 c STATUS NO. PROJECT CONTACT kj ;s.,f I � � 0 1. 1710c ACCEPTED WITH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED S � N®file WLD4NO 0�i-',�� IL1E;.Ifi ,���- �v' `c i` 9\�''s o,.� ,1 „ `"i'' t? F7\�'7=i'0© Al TO 4 I3�J f-Or" �9-t%_, 2. ❑ NOT ACCEPTED — PLEASE RESOLVE COMMENTS AND RESUBMIT g , A 4� ' v Reviewed by: (ENG'G) Date: DETAIL ` viy e_/ (Rp \[r-_ [p� D rn NAMECOMPANY CONTACT NUMBER SCALE: N.T.S. kT10:1 ROM '�' F,"��'°F'� 1 4l€b 141 �•� r_1k �' CONSTRUCTION JAYSON GONZALEZ BECHTEL (201 ) 571 -0705l�t�{� ENGINEER RICHARD COAD BECHTEL 201 571 -0730STRUCTURAL = _, N RF ENGINEER CONSTRUCTION SA COMPLIANCE ( ) 3 RF ENGINEER AZAD KARIM BECHTEL -(201 ) 571 -0651 o Z 0 EXISTING EQUIPMENT ROOM HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO a 0 0 MODIFICATIONS TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. �g_1- �;"," , U • . N a .... Q BECHTEL ASSOCIATES SITE NAME: SOUTHOLD of ��. .rye Bt&t m PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 2 01/10/13 LTE—ISSUED FOR CONSTRUCTION NG Ps RC ,�Q' L A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 1 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG Ps Rc ,* TITLE SHEET rn 3 t 5275 WESTVIEW DRIVE PECONIC, NY 11958 "" 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC o `� ` FREDERICK, MD NO. DATE 21703-8386 USA aoREVISIONS BY CHKPP' �o s4s9•� t'�'?w JOB NUMBER p ��. DRAWING NUMBER REV U .n.Q SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK RaFEsslo 25736-415 T3—NYNYNY0229—TO 1 2 JIZL Y. J4 +r i N H aa) p Lv p Z -H m W N o Q M Q i" SEC: 74, BLK: 15 LOT: 5 ZONING TABLE: SOUTHOLD "R-80" ZONING DISTRICT ~ EXISTING AT&T dLi 3 a EQUIPMENT SHELTER 1- 0o a: IIS EXISTING AT&T ITEM: REQUIRED EXISTING AT&T PROPOSED c X Of o / ICE BRIDGE Q ° EXIS w a. EXISTING LATTICE TOWER MAX. HEIGHT FT 80.......... _ ,o TO ATT EQUIP, N 46' 42' 20" E 148'-10±............. NC.......... - C) --24',0 ' / EXISTING T-MOBILE - - C) 539.76 MAX. LOT AREA (ST) 80.000......... 569,442±............. NC.......... 0 oEQUIPMENT PAD 175.............. 539' NC.......... °j [EXISTING SHELTER-- (PROP. ANTE I MAX. LOT WIDTH FT) -9"±............. I (BY R OTHERS) TOR,438,_5 NA MAX. LOT DEPTH (FT) 250.............. OP. q fNC.......... v TpR_68 N SENNA EXIST ATT E 1 ,020'-6"±............. cn 0 f Tp _ , QUIP, MINIMUM FRONT YARD SETBACK: ANTENNA EQUIPMENT FT773'-9"±/785'-O"± Pt 475 _p» _ / ( ) 100/100...... ..... NC.......... EXISTING VERIZON1 3 I CSC CABINET I SEC: MINIMUM SIDE YARD SETBACK: E .n EXISTING GENERATOR CONCRETE PAD 1 75, BCK. 5 . ONE ANTENNA/EQUIPMENT (FT) 20/20,,,,,,,,, 68'-6"±/24'-O"±............ NC.......... o LOT >1 EXISTING PROPANE EXISTING ACCESS o� 2 MINIMUM SIDE YARD SETBACK: BOTH ANTENNA/EQUIPMENT (FT) 45/45.......... 438'-5"±/475'-0"±...... NC.......... v LO TANK GATE (TYP.) o ,c 04 EXISTING CHAIN EXISTING NEXTEL 00 J ` MINIMUM REAY YARD SETBACK: ANTENNA/EQUIPMENT (FT) 75/75.......... *17'-2"±/*13'-0"±...... NC.......... o LINK FENCE EQUIPMENT SHELTER M� / SEC. 7 a) L ' o ori B 1t. 5 0 MAX LOT COVERAGE (%) 20................ 5.93............ NC.......... o EXISTING VERIZON 0 m T.• 3 0- 0 o LO WIRELESS EQUIPMENT ^ MAX LANDSCAPE AREA (%) 25................. 8.69............. NC.......... -� cv , Q SHELTER 1 o d- W \ MAX EQUIPMENT AREA (SF) NC.......... L _ MI w o Z .� SEC. 500.............. 353............. W � o w ~ w °' 7s' BLK• _ - N a �„� kI 5 Lp NA NOT APPLICABLE NC - NO CHANGE o z to T' 4 * EXISTING DIMENSIONAL NON-CONFORMITY cn SUBJECT SITE E I oa Lo SECTION: 75, BLOCK: 5, o Y i o LOT: 14.1 , ZONE: MUNICIPAL SEC. 75 BIC v .N m - 5 COT• 5 co SEC. 75, o o v CIOIO \ 6 c \ NSEC' 75' B COT' 7 0O — o ❑ _w E _. N _55* 56' pp" 00 0 256,0 � EXISTING .- ❑ BUILDING (TYP.) S 48' 04' 30" W 'a � 152.84' o EXISTING o BUILDING (TYP.) S 48' 40' 00" W o W 344.84' - d' 004 o S 19' 41' 00" W �o N U L -� o I o I 41.16 Z o � ( % � tr) SEC: 75 SEC: 75 � v � N BLK: 5 BLK: 5 SEC: 75 Lo, GO r� LLJ LOT: 13 LOT: 12 BLK: 5 o M �o /SEC: 75 .� LOT: 11 BLK: 5 SEC: 75 I LOT: 9 SEC: 75 o /^ BLK: 5 NI BLK: 1 Z °' 10 C____ _ LOT: 14 d. 11' 10' LOT:0 •00" JE _ Z 177.00' Q RT 25 MAIN ROAD U a) (EXIST. SCENIC BYWAY) S 48' 39: 50" W 0 .0 a 81 .64 SEC: 86 SEC: 86 SEC: 86 cn NOTE: BLK: 1 BLK: 1 BLK: 1 SEC: 86 I o, LOT: 6.1 I LOT: 6.21 LOT: 7 ®� BOT: 8 SEC: 86 TO THE BEST OF OUR KNOWLEDGE, THE BY BLK: 1 BLK: 86 WILL HAVE LITTLEIMPACT ONOSED EQUIPENTI CATIONS THE EXIST NGT&T o 4-j SEC: 86 LOT: 9.1 / LOT: 10.9 OVERALL SITE PLAN NOISE LEVELS AT THE EXISTING FACILITY. NBLK: 1 1 FULL SCALE 1 "=80'-0" 0 SCALE: 1 '=80"-0" �Pl NOTE: THIS PLAN IS BASED ON A DRAWINGS so 40 o so Iso .w 0 3 LOT: 9.3 BY JOHN GALLACHER, LAND SURVEYOR FT .... v o o Z DATED 10/30/03 AND A SITE VISIT BY oTEL BECHON 05/28/2012 HALF SCALE 1 "=160'-0" U .O z BECHTEL ASSOCIATES co 1 11 SITE NAME: SOUTHOLD ��o p M 9Bt&t m PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 2 0,/,0/,3 LTE—ISSUED FOR CONSTRUCTION NG PS RC ,,(`Cr4` O .a; 41405 ROUTE 25 1 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC co A UNIT OF BECHTEL CORPORATION * * OVERALL SITE PLAN �,3 t 9 0 5275 WESTVIEW DRIVE PECONIC, NY 11958 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC _ >, L '� FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP' `'t�`�p�4sg3g-'� ,L��'\ JOB NUMBER DRAWING NUMBER REV CO'C SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK RO_ ss+oNP` 25736-415, T3-NYNYNY0229-SP1 121 SIZE 22 x J4 ANSI U PROPOSED GPS UNIT & NEW 1/2- COAX CABLE GENERAL NOTES �, N EXISTING AT&T ICE BRIDGE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION EXISTING GPS FROM ANTENNAS) (SEE DETAIL 1121/AO2) 0 UNIT TO REMAIN 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL x x—o--x —4—x x—o--x x x x PROPOSED POWER AND FIBER--------0— x x 1 APPLY: +' E- ' ` ` ' ' ` ` ' ' ' ' ' CABLES TO BE ROUTED THROUG A03 CONTRACTOR - BECHTEL x I �` J EXISTING ICE BRIDGE 2 1/2" EXISTING x SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) INNERDUCT T-MOBILE OWNER - NEW LINGULAR WIRELESS PCS LLC ("AT&T") EQUIPMENT OEM - ORIGINAL EQUIPMENT MANUFACTURER a EXISTING AT&T o PAD x 2. PRIOR TO THE SUBMISSION OF BIDS THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL ° EXISTING SHELTER (BY OTHERS) EQUIPMENT ° i SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN o SHELTER x BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY a o- I EXISTING FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. o x c U o TOWER x x 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL c -6 ( ( APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL x x x APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND v m I x x LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. x EXISTING GRAVEL x 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 3 EXISTING CHAIN LINK FENCE COMPOUND COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE E REGULATIONS. ° APPROXIMATE ROUTE OF x EXISTING VERIZON EXISTING UNDERGROUND 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, ° Lo I CSC CABINET COAX CABLES APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON c 04 THE DRAWINGS. v EEXISTING NEXTEL x x 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH EXISTING EQUIPMENT SHELTER EXISTING x MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. o v x GENERATOR =D FMETROPCS I 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS T ° x I CONCRETE k HE / PADx—max x—o—x x� x x� x x x x SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE `o v Lx—x max x �—xCONTRACTOR. — — � — — ax X 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, ° EXISTING PROPANE TANK I GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. can a x SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS x EXISTING ACCESS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. o �— ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. GATE (TYP.) -v EXISTING VERIZON WIRELESS co EQUIPMENT SHELTER 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, x LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT ° SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 0 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS 'cox v REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. -� o t o Lx—x 0 x x—o—x xx x-0 x x » r n FULL SCALE 1/8 =1 -0 11 . SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. °' ° COMPOUND PLAN 1 8 0 $ 16 FT 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE m o SCALE: 1/8" = 1 '-0" A01 HALF SCALE 1 /16"=1 '-0" INSTITUTE (ACI) 301 . ° 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHIALL HAVE 4000 PSI STRENGTH AT N PROPOSED RAYCAP DC6 DOME MOUNT ON T-ARM 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ° WITH (1) PIPE MAST (SEE DETAIL 1102/A05) 1 ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. FOR MOUNTING (SEE DETAIL 1116/A05) A03 EXISTING AT&T ANTENNA °- TO REMAIN (SECTOR A) 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. a° SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA INSTALL (2) NEW RRH'S ON PIPE MOUNT 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001 , v (SECTOR A) (SEE DETAIL 2&4/AO3) �p o (SECTOR A) (SEE DETAIL 1/A04) GENERAL CONSTRUCTION SERVICES. C) E _c �� 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO SWAP (1) AT&T ANTENNA FOR PROPOSED LTE AT&T—/ SWAP (1) AT&T ANTENNA FOR COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE ANTENNA (SECTOR C) (SEE DETAIL 2&3/AO3) PROPOSED LTE AT&T ANTENNA DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY (SECTOR A) (SEE DETAIL 2&3/AO3) DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. INSTALL (2) NEW RRH'S ON PIPE MOUNT 17. THE EXISTING (SECTOR C) (SEE DETAIL 1/A04) CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK o EXISTING AT&T ANTENNA BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON 0 SECTOR C TO REMAIN (SECTOR B) EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. a EXISTING AT&T ANTENNA INSTALL (2) NEW RRH'S & (2) 0 o TO REMAIN (SECTOR C) sF DIPLEXERS ON PIPE MOUNT (SECTOR B) 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN v SWAP 1 AT&T ANTENNA FOR �'� (SEE DETAIL 1/A04) WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE a NOTE: PROPOSED ANDREW AT&T ANTENNA �� SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO '� +' LTEAND AMAYNN TAR REFLECT FINAL RF RF R DESIGN. RIEFER (SECTOR C) (SEE DETAIL 2&4/A03) �' �, DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY I- c' TO LATEST RF DATA SHEET FOR FINAL LTE EXISTING AT&T ANTENNA DANGEROUS EXPOSURE LEVELS. TO REMAIN (SECTOR B) ri ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. AT&T ANTENNA 04 coo4-1 SWAP (1) OSED LTE AT&T EXISTING MICROWAVE DISH FULL SCALE 1 4"= 1 '-0" c NOTES: ANTENNAP SECTOR BTO REMAIN (SECTOR B) / 0 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. SEE DETAIL 2&3 A03 ANTENNA PLANK�2 4 0 4 $ FT DETAIL 100 o Z 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. ( / ) „ A01 0 0 3. IMPLEMENT CROSS-SECTOR REDUNDANCY (SHEET E05) SCALE: 1/4" = 1 '-0" �01 HALF SCALE 1/8 =1 SCALE: N.T.S.-0 U •co co L_ 0' BECHTEL ASSOCIATES SITE NAME: SOUTHOLD °fp ,E at&t W a ai SITE NUMBER: NYNYNY0229 2 01/10/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC c a PROFESSIONAL CORPORATION , 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC ,* s � o -°% A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 & COMPOUND PLAN, ANTENNA PLAN co PECONIC, NY 11958 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS Rc �, \_� & GENERAL NOTES o, 3 _c 5275 WESTVIEW DRIVE , •T '� JI 11 FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP' E`pA�4 439, JOB JOB NUMBER DRAWING NUMBER REV o•° = SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK �'OFESSIONP 25736-415 T3-NYNYNY0229-AO1 2 U �Q 51LL 2 x 3 A1I'JI D CONSTRUCTION NOTES 1 . FIELD VERIFICATION: m :2 0 SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. � � 2. COORDINATION OF WORK: 3 a SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. �v 0 3. CABLE LADDER RACK: �- o SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES. c ° °D 0 28'-0" 101 DETAIL o _ A02 SCALE: N.T.S. c ° 0° EXISTING CABLE ENTRY PORT STRUCTURAL STEEL NOTES IN WALL AND FLOOR 0 3 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. L PROPOSED 2 1/2" INNERDUCT & PROPOSED 1/2" COAX CABLE 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL c r CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM ° N PROPOSED CABLES ENTRY PORT SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED •� EXISTING (SEE DETAIL 1&2/AO6) r E HVACG SURFACES SHALL BE TOUCHED UP. o HVAC o // // // /�, �i //// /� / I // / / �/ 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE I / (3/4 0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED oo °o / OTHERWISE. L / EXISTIANGLUCENT / o CABINET / 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. in o a / ii 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S N c II \ / WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM / EXISTING NOKIA 1900 IBBU TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE -° � , � �� DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN v U / EXISTING �- EN m GPS 242 �� / DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, (n / PP SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE :F EXISTING MCPA 850 \\ EXISTING NOKIA 850 24V LOADS. o ,� —SWAP EXISTING GPS 2424 POWER -0N PLANT FOR A NEW ARGUS CORDEX - 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. � POWER PLANT WITH 8 RECTIFIERS. EXISTING THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL ,cn o / TELCO RXAIT / WASHERS. .� o / 620 DETAIL vA 0 2V " EXISTING AC SUB-PANEL SCALE: N.T.S. a� ° o / GPS UNIT (PROVIDED BY AT&T o c INSTALL (1) BBU, DC CONVERTERS, EXISTING MAIN AC PANEL ! INSTALLED BY CONTRACTOR) o / FIBER MANAGEMENT & DC SURGE / / INTO THE EXISTING MCPA RACK 1 1/2" O.D. X V-0" MAX. EXISTING EXISTING EXISTING (SEE DETAIL 3/A04) / PROVIDE APPLICABLE GALV. STEEL MOUNTING PIPE BATTERY BATTERY BATTERY EXISTING ELECTRIC PIPE-TO-PIPE CLAMP r CL RACK RACK SERVICE METER Q o j EXISTING TRANSFER SWITCH COAX GROUND KIT EICE BRIDGE POST - COAX CABLE o EXISTING GENERATOR PLUG OR SIMILAR POST. (AS REQUIRED c cn EXISTING TELCO BOARD / •- / __/ BY UNIT ° EXISTING DOOR �� MANUFACTURER) c � c o - 6 AWG GROUND WIRE TO v CADWELD ON POST OR c NOTES: ELEVATION LUG ON GROUND BAR v Q c 1 . LOCATION OF UNIT MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE o SURFACE AREA OF A HEMISPHERE AROUND THE GPS UNIT. E � 0 v N 2. ALL GPS UNIT LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS UNIT. ri N � FULL SCALE 1 /2"=1 '-0" E91 1 —GPS UNIT PIPE MOUNT ° 3 NOTE: EQUIPMENT ROOM PLAN 112" 0 1 2 3 4 5 FT GPS UNIT MOUNTING DETAIL r112 1 o z° SWAP EXISTING GPS 2424 POWER PLANT FOR A NEW SCALE: 1 �2"-1 '-0" A02 �O2Q ARGUS CORDEX POWER PLANT WITH 8 RECTIFIERS. SCALE. N.T.S. L C HALF SCALE 1/4 =1 -0 0 U •0 co cn of NE °' BECHTEL ASSOCIATES SITE NAME: SOUTHOLD �� Qw .. Bt&t m (n PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 2 0,/,0/,3 LTE-ISSUED FOR CONSTRUCTION NG Ps RC o a '� 41405 ROUTE 25 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG Ps RC * W * EQUIPMENT PLAN, GPS UNIT +, ,� A UNIT OF BECHTEL CORPORATION o .3 t 5275 WESTVIEW DRIVE co PECONIC, NY 1 1958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC MOUNTING DETAIL & NOTES =v, �, JOB NUMBER DRAWING NUMBER REV FREDERICK, MD 21703-8386 USA No. DATE REVISIONS eY cHK PP' �o °4s � L •L U'QQ SCALE: AS NOTED DESIGNED BY. PK DRAWN BY: PK R�F�ss,oN��' 25736-415 T3-NYNYNY0229-AO2 21 �IZL "Z x 34 APS,_I L -cn MECHANICAL » » .� _.>2 DOWN—TILT ASSY. 1 —0 7.1 _ - U U m O� o 43o O TOP OF WHIP ANTENNAS 3 a ANTENNA ° 1 J MOUNTING HARDWARE 48'-10" f A.G.L. o (FIT AS REQUIRED) Q- - INSTALL (2) NEW RRH'S ON PIPE EXISTING WHIP ANTENNAS (TYP.) .�°-° MOUNT (TYP. ALL SECTORS) m 0- - TOP OF AT&T ANTENNAS (TYP FOR ALL SECTORS) ►� i� i� PROPOSED RAYCAP DC6 DOME MOUNT ON T—ARM 132'-3" f A.G.L. c v NEW PANEL d d. N FRONT WITH (1) PIPE MAST (SEE DETAIL 1102/A05) FOR 0 - ANTENNA MOUNTING (SEE DETAIL 1116/A05) 0 OF 131 '-6" f A.G.L. m a ANTENNA MOUNTING PIPE EXISTING 1 AT&T ANTENNA TO REMAIN, SWAP (1) AT&T ANTENNAS FOR PROPOSED ( ) LTE AT&T ANTENNA (TYP. ALL SECTORS) SWAP (1) AT&T ANTENNA FOR PROPOSED o -0 ANDREW AT&T ANTENNA (SECTORS A & C) (SEE DETAIL 2&3/AO3) CD k. °°° ° (SEE DETAIL 2&4/AO3) EXISTING WHIP ANTENNAS (TYP.) ° 0 N EXISTING (2) AT&T ANTENNA TO RAD CENTER OF T—MOBILE ANTENNAS EXISTING c REMAIN (SECTOR B) 115'-0" f A.G.L. J FRONT ELEVATION SIDE VIEW :3 - EXISTING T—MOBILE ANTENNAS (TYP.) ° S f MECHANICAL CHARACTERISTICS RADCENTER OF VERIZON WIRELESS ANTENNAS EXISTINGrik CL o JUMPER O TO 100S—0 f A.G.L. J -� REMOTE RADIO o v HEADS (RRHs) WEIGHT: 31 .991b (14.51 kg) =3 WIND LOAD (®100mph): (587.2N) EXISTING VERIZON WIRELESS MAX. WIND SPEED: 124.9mph (201 .Omph) ANTENNAS (TYP.) RAD CENTER OF METROPCS ANTENNA EXISTING ov90'-0" t A.G.L. a N GSM ANDREW ANTENNA E 2 ANTENNA MOUNTING DETAIL 4 ANDREW DBXNH-8585A-A2M �. EXISTING ANTENNAS BY METROPCS (TYP. (2) co -°° A03 SCALE: N.T.S. A03 SCALE: N.T.S. ANTENNAS PER SECTOR) a� co .n -v 7.1 " o v C v .� of c .- -� o v � t � v EXISTING LATTICE TOWER U E m O 4- 0 - 2!1 .o ►i, ►i, FRONT PROPOSED POWER AND FIBER •�' co t N CABLES TO BE ROUTED THROUGH 0 o EXISTING CABLES c o o '�_ rn 'L 0 a, PROPOSED GPS UNIT & NEW 1/2" COAX CABLE L_ -� ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION .c: v - FROM ANTENNAS) (SEE DETAIL 1121/AO2) _ _ o o EXISTING AT&T tr- :n EQUIPMENT SHELTER 0 0 : I co FRONT ELEVATION SIDE VIEW FENCE EXISTING CHAIN LINK EXISTING GPS UNIT 'a Q I TO REMAIN 0M EC HAN I CAL C HARACTE R I STI C S EXISTING T—MOBILE 0 > EQUIPMENT PAD 0 ° WEIGHT: 411bs (19kg) v ` WIND LOAD (@ 150mph): (920.ON) TOP OF GRADE X MAX. WIND SPEED: 100.Omph (45m/sec) 0'-0" t A.G.L. NOTE: ANTENNA CONFIGURATION E AND AZIMUTHS TO BE FIELD VERIFIED. 0 LTE ANTENNA 0 NK ,3 ANDREW DBXNH-6565A-A2M FULL SCALE 1 "=10'-0" 0 3 A03 SCALE: N.T.S. 10 5 0 10 20 FT TOWER ELEVATION 1 ;... o Z ;, , 01 o a SCALE: 1 "-10'= 1 "-0" LO3 HALF SCALE 1 =20 —0 U •6 SITE NAME: SOUTHOLD °�a�r��i , at&t n. BECHTEL ASSOCIATES 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC ,`Q�t► coy O m c PROFESSIONAL CORPORATION SITE NUMBER. NYNYNY0229 c p a L_ 41405 ROUTE 25 & 1 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC 's TOWER ELEVATION & DETAILS _t coA UNIT OF BECHTEL CORPORATION PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC - �� rn 3 _ 5275 WESTVIEW DRIVE , FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP 'FOAO4 439'���?�'' JOB NUMBER DRAWING NUMBER REV ROFESSlo 0 •C = SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK 25736-415 T3—NYNYNY0229—AO3 2 51LN 22 x 54 AN51 D NOTE: 0 MOUNTING OF RRH TO UNISTRUT CHANNEL SHALL BE PER m � MANUFACTURER DIRECTION. SEPARATION OF CHANNELS o SHOWN IS BASED ON PRELIMINARY INSTRUCTION. ACTUAL ALCATEL–LUCENT 9442 a SEPARATION SHALL BE PER MANUFACTUER S MOST CURRENT REMOTE RADIO HEAD, TYP. WIDTH 3 SPECIFICATION/INSTRUCTIONS. ' TOP OF RRH SHALL BE BELOW THE TOP OF THE PARAPET. ° ATTACHEMENT OF CHANNELS SHALL BE BETWEEN ANT v o o MAST MOUNTING POINTS. GALV. STEEL CHANNEL, ° UNISTRUT P1000 T OR o 0 o APPROVED EQUAL. TYP. o m o 5'-1 3/8"f VIF o 0 - FIBER AND POWER o w 4-1 DISTRIBUTION BOX (MA TNA SUM D 3"E) AT MOUNT 0o = MCPA RACK (FRONT) m RRH RRH SCH 40 GALV. STEEL PIPE, CONTRACTOR TO ANTENNA -� a 6" TYP. SHALL FIELD VERIFY. (+45 DEGREE) BREAKER SHELF v 3 PORT O - O ° � �- o o � i � 0 0 1/2" COAXIAL CABLE W/ —48VDC CONVERTERS c° ,d. FIBER ALARM 7/16 DIN—MALE CONNECTORS r� 1/2"0 GALV STEEL ENTRY CABLE RAYCAP DC6 � N "� O U—BOLT, TYPICAL. ON BOTH ENDS (2 TYP) CPRI-M CPRI-S Q ALM 4-6 O 0 0- 0 AISG Tx/Rx Tx/Rx� PROPOSED LTE BBU AND 0 GIGE ALM 1-3 (IF USED d o_ 48 VOLT CONVERTERS TO o O o o O TO ANTENNA BE MOUNTED TO UPPER 0- 0 O FOR RET) \ TX MON2 O O TX MON1 PORT DEGREE) PORTION OF MCPA RACK. o v -HTT �DC ENTRY BBU v PLASTIC CHANNEL GROUND ° � Z ENDCAP,UNISTRUT PROPOSED FIBER o a N P2sso-10 OR EQUAL, RRH BOTTOM VIEW RRH TOP VIEW 0 TYPICAL. / MANAGEMENT TRAY N ° E v ROOF o SIZE AND WEIGHT TABLE v _° REFER TO DETAIL 2/A04, FIBER MANAGEMENT •co HEIGHT W/0 CABLE WEIGHT TRAY TYPICAL FOR 6. RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET o .� RRH MOUNTING FOR SECTORS A, B & C 1 RRH 700 MHz to " 0 SCALE: N.T.S. A04 2X40 (80W) 2.210.8 21 51 LBS. EXISTING MCPA RACK. c oRRHAWS " " „ 43 LBS. C; U 2X40 (80W) 12 9 25 (W/O SOLAR SHIELD) NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. ° U E N � Ill O 4- 0 .� EXISTING ANTENNA MOUNT PIPE MAST MINIMUM CLEARANCE TABLE ° CLEARANCES co CHANNEL PLATE W/ 1/2"0 HOLE RRH CABINET COMMENTS 'a v INCHES a° FRONT 36" INSTALLATION ACCESS -� 1/2"0 A307 GALV STEEL U–BOLT ° REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING GALV. STEEL CHANNEL, SUPPLIED MOUNTING BRACKETS o UNISTRUT P1000 T OR c u, APPROVED EQUAL. TYP. RIGHT 4" AIR FLOW LEFT 4" AIR FLOW TOP 12" Al R FLOW ° BOTTOM 12" CONDUIT ROUTING 0 :2 U F— � Q � ° ALCATEL—LUCENT 9442 REMOTE RADIO HEAD (RRH E � v 0 � t � rn c - c o ° N 'co 0 :3: DETAILS 2 ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) Ki 1 o MCPA RACK K3 o z0 SCALE: N.T.S. �O4 SCALE: N.T.S. A04 SCALE: N.T.S. A04 a O 0 U •co co •� N E SITE NAME: SOUTHOLDr5r�� E� B�& � a � BECHTEL ASSOCIATES 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC c°y Obi PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 p a 41405 ROUTE 25 & 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC * REMOTE RADIO HEAD (RRH) MOUNTING & ' A UNIT OF BECHTEL CORPORATION PECONIC, NY 1 1958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC n� sew MCPA RACK DETAILS .t 05275 WESTVIEW DRIVE N0. DATE REVISIONS BY CHK PP' s�Sg- Ci JOB NUMBER DRAWING NUMBER REV >' •a' FREDERICK, MD 21703-8386 USA FOAo�r 0- 0 FEss+o 0 •�Q SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK 25736-415 T3–NYNYNY0229–A04 2 SIZE 22 x 34 ANSI D' 3.50" U O O in DOME COVER o SECURING BAND 3 FAIR VALVE o v U') n. rn o o � v Q) n. m L- 0 O � U O — c 0 c TOP VIEW OVERAVOLTAGE PROTECTOR WITH DOME COVER C 9.25" 3 RAYCAP DC6 -� OVER VOLTAGE E PROTECTOR 9.00" `~ DOME COVER �� v Lo N c v MIN. 2" TO MAX. 4" 0 GALVANIZED PIPE v U O L 0- 0 °-' �' DOME SECURING 0 0 BAND N o0 o °- Lo a DOME COVER ° E SECURING BAND -v \ CLIP FOR ATTACHING -°v RAYCAP SUPPLIED DC6 (OVP) TO BASE •c, SECURING BAND FOR IF RAYCAP SUPPLIED O ASSEMBLY (TYP) -0 _c ATTACHING DOME co POLE MOUNTING BRACKETS O o COVER TO DC6 OVER N VOLTAGE PROTECTOR o � RAYCAP SUPPLIED �' BASE ASSEMBLY uu a, •`� .� 0 POWER CABLE U CLIP LUGS FOR ATTACHING INGRESS PORTS .� 0 DEVICE TO BASE ASSEMBLY Ill 0 WWWG7WWWW [� WW o OVAL CABLE INGRESS PORT U�jCABLE TIE BAR —� 0 1 .57"f 12.38" °- =3 9'56" CABLE EGRESS Q ° NOTES: PORTS (TYP) 0 0) NOTE 1 1 . RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE ip L 10.38" SIDE VIEW MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. Ea) I- _ O -� v NOTES: OVAL FIBER CABLE INGRESS AND ALARM CABLE EGRESS PORT RAYCAP DC6-48- 60- 18-8F =,� 1 . REMOVE CABLE SEALING GLAND AND o CABLE EGRESS PORT DC POWER OVER VOLTAGE PROTECTOR (ovpj v INSTALL M32x 1 .5 METRIC–TO–l " O (TYP 6) o NPT ADAPTER (COPPER POLE M0UNT BASE ASSEMBLY U CROUSE-HINES P/N CAP 740 994C)DO O FIBER SIDE OR EQUIVALENT MFR) WHEN POWER SIDE Q CONNECTING CONDUIT TO OVP. moo c ° j O OVAL POWER CABLE INGRESS PORT U O O aEi D DOME COVER ` SECURING BAND .N CLIP LUGS FOR ATTACHING a, DEVICE TO BASE ASSEMBLY (TYP 4) BOTTOM VIEW DC POWER OVER VOLTAGE PROTECTOR (OVP) 0 3 DC POWER SURGE PROTECTION 102 POLE MOUNT BASE ASSEMBLY rll 16 o z° SCALE: N.T.S. �O5 SCALE: N.T.S. A05 a O O U •co co E SITE NAME: SOUTHOLD ti°�R�o�,���., t&t BECHTEL ASSOCIATES 2 01/10/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC �Q�4�``' cow O PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 , 01/04/13 LTE—ISSUED FOR CONSTRUCTION NG PS RC * DC POWER SURGE PROTECTION & DC POWER 0 w A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 $( � • PECONIC, NY 1 1958 '"" 0 12/27/12 LTE—ISSUED FOR CONSTRUCTION ANA PS RC �� (OVP) POLE MOUNTING DETAILS 5275 WESTVIEW DRIVE , o •� FREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY CHK PP' SOA 4S43g' <',' JOB NUMBER DRAWING NUMBER REV L. 'C �o'L_ — SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK RoFesS�oNP 25736-415 T3–NYNYNY0229–A05 2 SIZE 22 x �4 ANSI L to , U :p O O M O q� .3 C ° v DC2 C3 RRH O C2 C 1 1 '-8 1/16" 0 o DC6—RM FC 12 DC2 RRH ° 1 3/8 DC2 RRH —�-- D 1 D2 D3 0 0 0 0- c: -C U v O Do FIGURE 1 — TRUNK CABLE TO JUNCTION BOX 0 om° 0 a MAXIMUM CABLE LENGTHS FOR FIGURE 1 000v 3 o _a D 1 LENGTH (FT) 0 0 0 v� Cl SIZE C2 SIZE 75 100 125 150 175 200 250 N 8AWG 191 166 141 116 91 66 16 8AWG 10AWG 119 103 88 72 56 41 10 NEW MICROFLECT B1635 tz ° 12AWG v 75 65 55 45 36 26 6 WAVEGUIDE PORT U 'f' 0 8AWG 145 105 65 25 — — — U�° 10AWG 10AWG z . 90 65 40 15 — — — 12AWG j 57 41 25 10 — — — 8AWG N 75 11 co 12AWG 10AWG 47 7 — — — — — oa 12AWG 29 1 4 1 — — — — — w CABLE C3 MAY BE EITHER 10AWG OR 12AWG. :o E LENGTH D3 IS 16 FEET ALL CASES RRH CABLE PORT DETAIL Cl C2 ° cn DC6—RM DOME RRH SCALE: N.T.S. A06 o C RRH 0 D1 D2 •U) FIGURE 2 — TRUNK CABLE TO DC6 (DOMEI c -� O t U -�+ C C1 DC2 RRH � o E DC6—RM DC2 RRH m O 0 .� DC2 RRH EXISTING WALL PACK VOID WITH D1 D2 FIRESTOP v a� 'a FIGURE 3 — DIRECT CABLE TO DC2 fl CL MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 3 ° D1/D2 LENGTH (FT) o CABLE 8 AWG 10 AWG 12 AWG c v, C1 265 165 104 v a� >. C2 16 16 16 v o O� U �3 C � 'o Q +1 c o U > O N v N D t LTE CONDUCTOR SIZES408 DETAIL 2 O 0 N SCALE: N.T.S. A06 SCALE: N.T.S. A06 c 0 3 00 L. Z O a 0 0 U •� ` &t °' BECHTEL ASSOCIATES SITE NAME: SOUTHOLD ,��°gyp�Fw �= mSITE NUMBER: NYNYNY0229 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC �Q4 09 0� PROFESSIONAL CORPORATION 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC * °• LTE CONDUCTOR SIZES & CABLE ENTRY @ -°� A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25OE&t c .� PECONIC, NY 1 1958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC a PORT DETAILS r 5275 WESTVIEW DRIVE .� FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP' s�'pp�4S439' ���' JOB NUMBER DRAWING NUMBER REV L 'L_ o•° = SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK RCFEss °N�' 25736-415 T3—NYNYNY0229— A06 2 U �Q SIZE 22 x �4 Af J' C) U ^� '~ NOTES t - U _p UO m :2 AISG CABLE FOR LTE ANTENNA LTE ANTENNA LTE ANTENNA 1 . FURNISHED BY OEM/AT&T. o RET CONTROL WITH RET WITH RET WITH RET 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. a NOTES: 3, 4, 21 NOTES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY BECHTEL. 3 " (TYP FOR 3) 4. INSTALLED BY BECHTEL. -� r-- - -------------- -- - - ------------- 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. v ° 1 I 6. OPEN END OF LFMC TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. CL c 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH 700 RRH 1900 OR 012-526-20-040 2KW MODULES. .a' o AWS RRH 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED 0 0 1 : NOTES: M o i 1 , 2, 5 NOTES1 , 2, 5 I COAX JUMPERS SEPARATELY. 9. BREAKER U I 1 NOTES: 3, 4, 13 S TO BE TAGGED AND LOCKED OUT. 1900 OR 1900 OR 1900 OR 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER j 1 700 RRH 700 RRH 700 RRH CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN o 0 1 2 COUNT SINGLE MODE I NOTES: AWS RRH NOTES: AWS RRH NOTES: AWS RRH IN BECHTEL SCOPE INSTALL 10 AWG CHASSIS GROUND PROVIDE 2 10A m I FIBER CABLE IN 1 LFNC �- � �- 1 1 , 2, 5 NOTES: 1 , 2, 5 NOTES: 1 , 2, 5 NOTES: BREAKERS FROM A 24V DC POWER SOURCE OR 2 5A BREAKERS FROM � Q - m - I 1 , 2, 5 1 , 2, 5 1 , 2, 5 ( ) .a I NOTES: 3, 4, 5, 13 m __j A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH o .� 1 (TYP FOR 2) 1 _ SPECIAL CONNECTOR. - --- --- ------- --- ---- -- ---- -- L I 2/C DC CABLE IN 1 " LFNC I I i i I i i i ;�(TYP FOR 6)6 AWG 11 . EQUIPMENT LOCATED ON EXISTING TELCO RACK. 2 COUNT, SINGLE MODE 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. ° I NOTES: 3, 4, 5, 13, 14 L1 1 1 _(_ 1 �_ �_ �_ 1 NOTE 13 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. t I I I FIBER CABLE - - 1 - - - - o I (TYP FOR 2) JU BOXION I I NOTES: 3, 4, 5, 13 : I m 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. cv I I I (TYP FOR 6) § Q m I f 15. DC SURGE SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409 i l J � I °° FOR INTERNAL WIRING DIAGRAM. v I i 12/C DC CABLES a I m 16. SEE DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. C I (2) 2 COUNT SINGLE MODE FIBER w D i 1 NOTES: 3, 4, 5, 13, 14 1 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS SPACED o 0 � CABLES AND (2) 2/C DC CABLES IN � � � � (TYP FOR 6) � NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC 0- 0 I 1 LFNC NOTES: 3, 4, 14 1 I I POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT +' I 1 I 1 " LFNC L FIBER I MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE - c I NOTE: ALARM CABLE FOR SECTOR 'A' I I NOTES: 3. 4, 6, 18 I FIBER AND EXIT OPENINGS. ° a 1 ONLY I I (TYP FOR 6) I 18. CONDUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE L_ I DC6 I I ALARM I c THAN 10' FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH IS 16 FEET. a I 11 ALARM CABLE 1 FIBER FIBER 19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX OR c I I I NOTES: 3, 4, 5 I I KS24194�", COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH co-° E I I L_ _ __ ____ ___________________ -- _J 7 BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, 1 STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & 1 FIBER CABLES IN CONDUIT I DISTRIBUTION UNIT 10 AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES 1 I OPTIONAL INSTALLATION ® AT&T ANTENNA HEIGHT SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR TYPICAL PER SECTOR (NOTE 22) SEE DETAIL "A" THIS SH. (RAYCAP DC6-48-60-18-8F) 2 AWG 24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER 41 1.,_, 1' D ETAI L A I NOTE. 22 (TYP FOR 3) NOTES: 3, 4 & 16 �� CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT ° PVC JACKET, TYPE TC, UL LISTED FOR 90-C DRY/ 75-C WET INSTALLATION. o L____ _________________ ____________ _ _J TOWER 20. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90'C C c - DRY/75'C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED .co a NOTES: 3, 4, 17 - OTHERWISE. v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21 . RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. .� EQUIPMENT LOCATED AT 12 COUNT, SINGLE MODE GPS ANTENNA & REFER TO RF DATA SHEET FOR APPLICABILITY. .°_ GROUND LEVEL FIBER CABLE SURGE SUPPRESSOR 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS NOTES: 3, 4, 5 NOTES: 1 , 2, 5, 24 NOTES: 3, 4, 25 SCOPED BY MARKET. m o 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO ° 0 _ 6/C DC CABLES FIBER FIBER CONVERTER SHALL NOT EXCEED 44 FT. MGMT TRAY NOTES. 3, 4, 14 24. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN o (TYP FOR 2) 6 AWG EMPLOYED BY MARKET. AWS & 700 MHz �_ 25. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL a � DC SURGE SHELF 10 AWG D LTE BBU ¢ - - CABLE CONNECTION. ° NOTES: 3, 4, 15 NOTES: 1 , 2, 5 °' 26. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. 6 AWG - O 6 AWG E (16) 1/C 12 AWG � 10 AWG ° +' NOTES: 3, 4 ALARM CABLES a -c- 48V DC BREAKER PANEL NOTES: 1 , 2, 5 (1) 1 OA & � = (2) 4/0 AWG (6) 15A BREAKERS - c o IN CABLE RACK NOTES: 3, 4, 8, 9 ALARM CABLES 0 (TYP FOR 2) 6 AWG NOTES: 3, 4, 26 SIAD NOTES: 3, 4 NOTES 3, 4, 23 _ ___ _ _.____ ____ NOTES: 10, 11 66 BLOCK SYSTEM DIAGRAM , TOWER SITE a _ IN TELCO RACK WITH INDOOR BASE BAND > To 2 250A 24V TO -4sv 1 AND RRH'S ON TOWER ( ) CONVERTER , , I 2 COUNT, SINGLE MODE E BREAKERS IN W/ 2KW MODULES BY OTHERS 24V DC - FIBER CABLE DETAIL L 100I�, POWER PLANT NOTES: 3, 4, 7 - ( ) 0 2 2 AWG NOTES: 1 , 2, 5 E01 1 I - NETWORK INTERFACE NTS DEVICE INDOOR LTE FRAME/RACK VARIES BY MARKET o v 2 AWG NOTES 11 & 12 N cn IN TELCO RACK t O 3 _w - v O L_ z O a O O U •co cn E IV SITE NAME: SOUTHOLD °gypEw at&t BECHTEL ASSOCIATES 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC coy 4� PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229co m 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC SYSTEM DIAGRAM A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 * t t L Pco ECONIC, NY 1 1958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC 3 c5275 WESTVIEW DRIVE NO. DATE REVISIONS BY CHK PPT �4S4 S9- �'�' JOB NUMBER DRAWING NUMBER REV >, •c FREDERICK, MD 21703-8386 USA oA � p•° = SCALE: AS NOTED DESIGNED BY: PI< DRAWN BY: PK �OFESS�oN�- 25736-415 T3-NYNYNY0229- E01 2 SIZE 22 x �)4. ANSI u U aQ rn +' .� 1900 OR AWS 700 a o SECTOR A SECTOR A 00 TO CRGB TO CRGB , SECTION "P" SECTION "Io " Q — — F- M M + I + I + I + I + (NOTE 12) (NOTE 12) c 2 AWG 2 AWG 0 0 0 0 0 0 cn cn cn cn cn cn 0 o v 00 00 00 33 33 33 0 °' w o CL w v ALARM r- P_ � � � � QQ QQ QQ CABLE I I //yy I�� /y I� I I I I //�II //�II 'I` ,I` SEE NOTE 14 (TYP) o Q o m Q 0 !! " N Q Q m W U U Q Q m m U U o RACK P GROUND BAR RACK "I GROUND BAR Y a (NOTE 2) (NOTE 2) o NC - - 2/C POWER CABLES + ❑ ❑ + 10 - m o m C - + - + - + - + + + 6/C POWER CABLES 6 TYP NOTE 7 0 U 10 AWG co DC SURGE SHELF RAYCAP DC6-RM (NOTE 2, 8) (NOTE 7) ( ) ( ) c a� co 1 �U (NOTE 10) - + 1+ 1 - + 1 + 1 - + - + C 0 __ ALARM i v m eAM 700 JACKS a NOTE 13 , v 0 — ALCATEL-LUCENT �- 6 AWG ALARM — 6 AWG E TO RACK 9926 BBU 48V DC + _I_ 6 AWG ( ) INPUT - JUNCTION BOX TO GROUND CABLE TO GROUND L_ -� "I" 700MHz 6 AWG SEE NOTE 14 WHEN REQUIRED GROUND ALARM TO RACK TYP (NOTE 9) - - BAR "P" ( ) 3 TYP I I 1900 OR AWS 700 v N 10 AWG FIBER PORTS JACKS GND GROUND ( ) � 1 2 3 4 5 6 T1 RJ45 � BAR I I SECTOR B SECTOR B •- -- -- I ❑ ❑ ❑ ❑ ❑ ❑ JACKS 0 o 10 AWG (NOTE 2) TO (12) 1/C 12 AWG -v o — (NOTE 10) RACK POWER CABLES NC a r! a '! a0 TO RACK _ eAM 1900 OR AWS ALARM "I" a a oI JACKS GND A-AWS+ o c: GROUND BAR _ (2) 1/C 12 AWGL + + z U m z U m A-AWS- 0 ° POWER CABLES - - 2 0 0 l'- Q 0 0 �'- Q BAR — ALCATEL-LUCENT 6 AWG A-700+ v =3 TO RACK 9926 (BBU) 48V DC1900 OR AWS B-AWS+ FIBER & POWER A-700- o �- INPUT - - - ____ "I" Kaci GROUND ALARM B-AWS- + DISTRIBUTION + r - E BAR - - -o FIBER PORTS JACKS GND WITH v B700+ + 48V SURGE PROTECTION + I I -°v - 1 2 3 4 5 6 RJ45 Qo Qo B-700- Tl _ RAYCAP DC6 JACKS _ �( � � � .- � � � C-AWS+ � .T 10 AWG ❑ ❑ ❑ ❑ ❑ ❑ TO + (NOTE 3) + � C-AWS- _ _ 6 AWG —1—� — 6 AWG NOTE 2 0 — RACK C-700+ — o TO RACK GND -48V, ' ' ' ` C-700- + +' TO GROUND TO GROUND 7 GROUND BAR n •o (4) 1/C 4/0 AWG 1900 OR AWS 700 .� o BAR POWER CABLES OV SECTOR C SECTOR C o +24V INPUT +24V INPUT 24V TO -48V CONVERTER ��_ 2 AWG .1 FEED A FEED B (NOTE 4) WITH (NOTE 4) FACTORY INTEGRAL -48V BLEAKER PANEL TO o o t m o �1 WIRING (NOTE .2) ALARM GROUND I I a � m . cr- TERMINAL z U m z U m g +GND 0/P (NOTE 5) OV BLOCK L_ _ 0 0 Q 0 0 �- Q NOTE 4 , GNDI/P C + - ❑ ❑ + - ❑ ❑ 'a D INSTALL (2) (N) 00 250A BREAKERS �- +' ALARM CABLE 24V 2 AWG �- 6 AWG TO 66 BLOCK (NOTE 11) (NOTE 6) v (+) — — (THIS SHEET) , E TO CRGB TO RACK "P" 0 NOTES SECTION "P" GROUND BAR 6 AWG -- 6 AWG — ° TO GROUND TO GROUND -� OV 1 . LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ,, , ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A-AWS+". 0 �`= 2. INSTALL ON LTE EQUIPMENT RACK. 0 3. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. WIRING DIAGRAM INDOOR 0 PART OF DC POWER PLANT 4. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1 " CENTER. ' F- 5. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD. BASE BAND AND R R H s ON TOWER R 00co �— 6. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CENTER. ° Q — 7. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM CABLE LENGTH. DC DC CONVERTER, DC 0 CRGB 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. > 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. DETAIL 1416 010. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. Al v 11 . CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR NTS E02 u, ENCLOSURE. 12. THE BARE GROUND WIRE OF EACH MULTI-CONDUCTOR CABLE SHALL BE CONNECTED TO THE "P" GROUND BAR ON THE RACK. WHEN A c: SHIELDED CABLE IS USED, THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P" GROUND BAR. r' c 13. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. N ° 14. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. c t 0 3 v 0 L_ Z 0 a L � 0 0 U -co � BECHTEL ASSOCIATES SITE NAME: SOUTHOLD ,�Go�tD M, oho at&t m CL c PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0229 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG Ps Rc 4 O . 41405 ROUTE 25 e t1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS Rc RRH WIRING DIAGRAM t coA UNIT OF BECHTEL CORPORATION 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA PS RC s u c 3 5275 WESTVIEW DRIVE &t PECONIC, NY 11958 `� •>, '0' FREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY CHK PP' FpA�4S439' ��'�' JOB NUMBER DRAWING NUMBER REV 0•° = SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK ROfi ss�°N° 25736-415 T3-NYNYNY0229- EO2 2 1-dH 34 AN I Ll U �Q � SYMBOLS ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) S/G SOLID GROUND BUS BAR 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE m 0 1 .WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. WITH NEMA, UL, ANSI/IEEE, AND NEC. S/N SOLID NEUTRAL BUS BAR � 24. CABINETS BOXES AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUPPLEMENTAL GROUND CONDUCTOR Q 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND , 3 TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO .> CONTRACTOR FOR APPROVAL. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN o0 2-POLE THERMAL-MAGNETIC a ° DOWNWARD; SMALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA o CIRCUIT BREAKER 0 0 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 3R (OR BETTER) OUTDOORS. +; v THE NEC AND TELCORDIA. SINGLE-POLE THERMAL-MAGNETIC 0 a 26. EQUIPMENT CABINETS, TERMINAL BOXES, ° ° CIRCUIT BREAKER JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, Bc v OR NEMA 3R (OR BETTER) OUTDOORS ® CHEMICAL GROUND ROD 6 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR- CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- ® GROUND ROD o m PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) DISCONNECT SWITCH >% c: EXISTING INSTALLATION REQUIREMENTS. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. N v r 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND �M METER E m ELECTRICAL TAPE (3M BRAND, �� INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. %0 co CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION ® CADWELD TYPE CONNECTION n REQUIREMENTS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR ° in BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. COMPRESSION TYPE CONNECTION "I 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. v ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND ---- GROUNDING WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD o CIRCUIT ID'S). AGAINST LIFE AND PROPERTY. O U 0° 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS L CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 115 DETAIL AGL ABOVE GRADE LEVEL o v -o 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP E03 SCALE: N.T.S. AWG AMERICAN WIRE GAUGE cn o a EDGES. USE LOW PROFILES TIE WRAPS. BCW BARE COPPER WIRE 010. POWER CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR °' BTS BASE TRANSCEIVER STATION E (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 0 FOR 90 -C° (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) (E) EXISTING -v UNLESS OTHERWISE SPECIFIED. o EG EQUIPMENT GROUND 11 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR 1 . RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR EGR EXTERNAL GROUND RING ° .0 LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE REPLACEMENTS. o v RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM EMT ELECTRICAL METALLIC TUBING c USED, UNLESS OTHERWISE SPECIFIED. 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION � v o12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 3. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR GEN GENERATOR CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. REPLACEMENTS c GRC GALVANIZED RIGID CONDUIT t o 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (12 AWG OR 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE IGR INTERNAL GROUND RING (HALO) m o LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECHNOLOGIES ,- AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A IMC INTERMEDIATE METALLIC CONDUIT O •c OTHERWISE SPECIFIED. CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT. MGB MASTER GROUND BAR 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS MIN MINIMUM cn BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 5. T1 TVSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) o ° 75-C (90-C IF AVAILABLE). N.T.S. NOT TO SCALE a o 6. THE SUBCONTRRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR TVSS PRESENCE AND REPORT 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH FINDINGS TO CONTRACTOR. PVC RIGID (SCH.40) POLYVINYL ° 0' NEMA, UL, ANSI/IEEE, AND NEC. CHLORIDE CONDUIT v '= 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE E _c 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. RBS RADIO BASE STATION C to REF REFERENCE ° 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR _r_- - ° RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED 117 DETAIL REQ REQUIRED INDOOR LOCATIONS. E03 SCALE: N.T.S. RF RADIO FREQUENCY -v o � 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC RGS RIGID GALVANIZED STEEL 0 CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. TRANSPORT T1 LINES RWY RACEWAY SIAD SMART INTEGRATED ACCESS Q 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS 1 . ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NEPA 0 �; ABOVE GRADE. DEVICE 70), CHAPTER 8. ° 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G. OUTDOORS INDOORS-OCCUPIED TBD TO BE DETERMINED v 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED INDOORS-UNOCCUPIED PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS TBR TO BE RESOLVED +' UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED REQUIRED BY THE NEC. co _c CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. TYP TYPICAL 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, 4. FOR NOKIA GSIM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A VIF VERIFY IN FIELD vi WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE N ° "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE ° 3 LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. AT&T UMTS 1 ABBREVIATIONS & SYMBOLS v o LEC CCT# Q z E03 SCALE: N.T.S. O O U •� L BECHTEL ASSOCIATES SITE NAME: SOUTHOLD ��°�¢�,E Bt&t m N L CORPORATION SITE NUMBER: NYNYNY0229 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG Ps RC �Q' 09O c �, PROFESSIONA CO * TVSS NOTES, °' A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG Ps RC a. ELECTRICAL, ABBREV. c 5275 WESTVIEW DRIVE PECONIC, NY 1 1958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA Ps RC �� & SYMBOLS •� 3 '� FREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY CHK PP' EaA04s43g-� ��'- JOB NUMBER DRAWING NUMBER REV 0_.o R�FESSIQ�?P O L. - SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK - 25736-415 T3-NYNYNY0229- E03 2 U CLQ SIZE 221' x 34 AND D GROUNDING NOTES (AS APPLICABLE) 6 AWG STRANDED Cu 0 1 . THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING WIRE WITH GREEN, 600V, m 4-1 PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY NEWTON INSTRUMENT COMPANY, INC. THWN INSULATION o THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NEPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE BUTNER, N.C. OR APPROVED EQUAL (SUNLIGHT RESISTANT) • a WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR NO. REQ. PART NO. DESCRIPTION OR BLACK MARKED 3 ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. AS REQUIRED BY NEC 1 ,,0 1 1/4"x4"x30" SOLID GND. BAR -� ° GROUND BAR ON 0 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC O 2 A-6056 WALL MTG. BRKT. WALL, FLOOR 0 POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING OR ON ANTENNA E CONDUCTORS IN ACCORDANCE WITH THE NEC. O3 2 3061 -4 INSULATORS TOWER ma- ® 4 3012-1 5/8"-11x1 " H.H.C.S. 1 ° 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE co 1100 AND 81 ) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL O 4 3015-8 5/8 LOCKWASHER SUPPLEMENTAL_c SHALL BE PERFORMED DINE ACCORDANCE LECTRODES SW TH 24782NEEDED 0-000 ACHIEVE PS AEG00 0001 ,TEST E DESIGN &T OF 5 HTESTING MS OR LESS. FACILITY 0'U 0 v m GROUNDING FOR CELL SITES. DOUBLE CRIMP � 0000 00 00 >, CONNECTION a 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED v 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED INTERIOR 3 GROUND RING E 0 AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. •> -- TO ° co •EXOTHERMIC WELD ILLUSTRATEANGLED WELD c 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN 1 O (WELDING ROHIBITED AT THE LOWEST 0 N INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR I 4 ON ROOFTOPS) POINT ON THE BAR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. o -0 " P ° 13" 2 AWG SOLID BARE TINNED ° 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 0 0 -w / COPPER GROUND CONDUCTOR. 0 0 /, 4 EXOTHERMIC 0 v 7. APPROVED ANTIOXIDANT COATINGS I.E., CONDUCTIVE GEL OR PASTE SHALL BE USED ON ALL COMPRESSION 13" WELD EXOTHERMIC WELD TO BURIED 0- 0 AND BOLTED GROUND CONNECTIONS. ) G GROUND RING AND GROUND BAR a� 0 o 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL -v i HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. a� ° EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE INSTALLATION OF GROUND WIRE 0 °- 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS Ki 1 g TO COAX CABLE GROUND BAR DETAIL co c CONNECTIONS. ORIGIN AND DESTINATION. 0 �O4SCALE: N.T.S. E .o � 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED SECTION "P" - SUiRGE PROTECTORS c ° TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 0 v 11 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TOWER MOUNTED TO TRANSMIT FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) AMPLIFIER UNITS ANTENNA EN ° •� TYPE CONDUIT CLAMPS. TELCO GROUND BAR (2 AWG) REQUIRED)HAND COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) v RECEIVE ANTENNA c 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE +24V POWER SUPPLY RETURN BAR (2 AWG) .�' ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC -48V POWER SUPPLY RETURN BAR (2 AWG) o 0 CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE RECTIFIER FRAMES. TX WEATHERPROOFING HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS COAX SUPPRESSION KIT (TYP.) 0 PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC v CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE SECTION "A" - SURGE ABSORBERS RX1/RX2 RX1/RX2 m o METAL CONDUIT. INTERIOR GROUND RING (2 AWG) ANTENINA CABLE ° 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) I KIT (TYP.) BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) +' BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN BUILDING STEEL (IF AVAILABLE) (2 AWG) JUMPER CABLES—/ STANDARD GROUND •� °n ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. I I ( I -KIT (TYP.) 0 ° SECTION "I" - ISOLATED GROUND ZONE (SEE NOTE) 0 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. oL ISOLATED GROUND BAR - IGB (2 AWG) CONNECTOR--/ E 0 WEATHERPROOFING 0 DETAIL NOTES: KIT (TYP.) 4— C cn 1 . EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE #6 AWG STRANDED Cu •�-�' PARALLEL EXOTHERMIC WELD. FROM TMA WIRE WITH GREEN, -0 (WHEN REQUIRED) 60OV, THWN INSULATION o 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH --� (SUNLIGHT RESISTANT) F- SECTION AND LABEL EACH SECTION ("P", "All, I ) WITH 1 - HIGH LETTERS. ! " CIGBE (GROUND BAR), c REFER TO DETAIL ° Q NOTE: 118/EO5 TO NEAR/ 0 BELOW ANTENNA " 0 1 . DO NOT INSTALL CABLE GROUND SEE NOTE 2 E 0 KIT AT A BEND AND ALWAYS DIRECT r GROUND WIRE DOWN TO CIGBE _#2 AWG Cu STRANDED U) _c (RGB) REFERENCE GROUND BAR - DETAIL 2. EXISTING CIGBE MAY BE USED IN WIRE WITH GREEN, 1- CONVENIENTLY LOCATED. 60OV, THWN INSULATION c (SUNLIGHT RESISTANT) BONDED TO STRUCTURE co 1 19 MASTER/EQUIPMENT GROUND BAR DETAIL ROUND BAR. CONNECTION OF ° 113 DETAIL Eo4 SCALE: N.T.S.0 122 GROUND WIRE TO GROUND BAR 0 SCALE: N.T.S. o z E04 SCALE: N.T.S. ° U . co ".. L_ a) SITE NAME: SOUTHOLD �°gyp M � �. '' at& a0i 0. � BECHTEL ASSOCIATES � 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC °ate m 0 PROFESSIONAL CORPORATION SITE NUMBER. NYNYNY0229 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC * 9 GROUNDING NOTES & DETAILS 4.1 A UNIT OF BECHTEL CORPORATION 41405 ROUTE 25 & �_ 3t co t 5275 WESTVIEW DRIVE PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA aPSERCFREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY 'Fp �4543g'� <'�'' JOB NUMBER DRAWING NUMBER REV >. ° .� FESS ONA� U aQ SCALE: AS NOTED DESIGNED BY: PK DRAWN BY: PK 25736-415 T3-NYNYNY0229- E04 2 SIZE 22 x J4 ANSI D� a� U O O M o / NOTES: 3 Q 4z 1 . THE CROSS SECTOR REDUNDANCY FEATURE CSRF SHALL BE IMPLEMENTED ONLY ON TOWER SITES, (CSRF) WHERE THE v REMOTE RADIOS (RRH/RRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON Q- o a�1 ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE GROUND. ° 1 ! a�1 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES ma 1 � �� ACROSS ANY TWO OR MORE SECTORS. L- 0 Q' O o LTE 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. ANTENNA ry� 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. m '��` ��} 1 �/� J–BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) a J � / / (NOTE 15) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs SHALL E �, Q. BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (E.G. LOW RF HEIGHT ON A SELF L_ �\ / ` SUPPORT TOWER, WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS BETWEEN ADJACENT SECTORS.) ° r�' / S N / �,'� 6. ALL RF CABLE (JUMPER) LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR I EXAMPLE, ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH. THEREFORE, GAMMA SECTOR'S LONGEST / ` JUMPER CAN BE NO MORE THAN 15 FEET LONG (6' + 9'= 15'). o U / a 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE 0 o rjTx/Rx2 700 / p0� REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. ° c .491 Tx/Rx1 RRH/RRU / � 8. ALL RF CABLES JUMPERS SHALL USE PRE—MADE JUMPERS WITH PRE—INSTALLED CONNECTORS ON BOTH ENDS. 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS cn a / FIBER/SURGE O LTE / PROTECTOR I (ANDREW AND RFS). N C ANTENNA =v / 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. ° / 0 0 0 700 (-45) / I 11 . JUMPERS SHALL HAVE RF SWEEP PERFORMED. ° �, GAMMA 700 (+45) ANTENNA FIBER CABLE (6 TYP) SECTOR AWS (-45) / STRUCTURE SUPPORTI (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO THE o AWS (+45) I RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER MANAGEMENT BOX. o 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 0 0 \ \ ( 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION. ROUTING IS DIAGRAMMATIC. SEE ANTENNA PLAN IN THIS SET I OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. C VT Rx2 \ \ 0 ° RRHWRRU \ \ �y��y EljWHEN CONDUIT AND JUNCTION BOXES (1 PER SECTOR) ARE SCOPED BY MARKET, COIL EXCESS FIBER CABLE IN m oA. Rx1 / \ \ .— CTION BOX. o L'-c \ \ f f •a \ \ \ ,'o LEGEND: ° o \ i AWS RRH/RRU COAX CABLE JUMPER v •� ��o \ 700 MHZ RRH/RRU COAX CABLE JUMPER E �G J o f v a� o0 0 LTE CROSS SECTOR REDUNDANCY FEATURE 1,7 07 (CSRF) JUMPER CONFIGURATION •v Q 7s IN J DETAIL 1506 SCALE: N.T.S E05 � rn ° �i PLAN VIEW c O 3 ° o L_ z O a O O U •� °' BECHTEL ASSOCIATES SITE NAME: SOUTHOLD ,�w°Fp ME� B�& m a SITE NUMBER: NYNYNY0229 2 01/10/13 LTE-ISSUED FOR CONSTRUCTION NG PS RC ,LQ`� 090 . PROFESSIONAL CORPORATION o a �' 41405 ROUTE 25 & 1 01/04/13 LTE-ISSUED FOR CONSTRUCTION NG Ps RC * ir LTE CROSS SECTOR REDUNDANCY FEATURE t A UNIT OF BECHTEL CORPORATION PECONIC, NY 11958 0 12/27/12 LTE-ISSUED FOR CONSTRUCTION ANA Ps RC �� (CSRF) JUMPER CONFIGURATION o,.3 t 5275 WESTVIEW DRIVE s o 0- 0 •�' FREDERICK, MD 21703-8386 USA NO. DATE REVISIONS BY CHK PP Fpp 4S43g' ��?,' JOB NUMBER DRAWING NUMBER REV ROFESSIONP U •QQ SCALE: AS NOTED DESIGNED BY. PK DRAWN BY: PK 25736-415 T3—NYNYNY0229— E05 2 SIZE 22 x �4 ANSI D