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HomeMy WebLinkAbout38008-Z F"fU Town of Southold Annex , f 3/13/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 ~ ~ ny0t CERTIFICATE OF OCCUPANCY No: 36801 Date: 3/13/2014 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 21855 CR 48, Cutchogue, SCTM 473889 Sec/Block/Lot: 96.-1-19.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/24/2013 pursuant to which Building Permit No. 38008 dated 5/7/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modification of existing Telecommuncations Facilitv and cabinet area as applied for (At & T) The certificate is issued to Junge, Arthur (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38008 1/2/14 PLUMBERS CERTIFICATION DATED Autho dSiatue + TOWN OF SOUTHOLD BUILDING DEPARTMENT ~ TOWN CLERK'S OFFICE a F,4 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 38008 Date: 5/7/2013 Permission is hereby granted to: Junge, Arthur 418 Moulton Hill Rd Lyman, NH 03585 To: Modify an existing Telecommunications Facil & cabinet area per Planning approval At premises located at: 21855 CR 48, Cutchogue SCTM # 473889 Sec/Block/Lot # 96.-1-19.1 Pursuant to application dated 1/24/2013 and approved by the Building Inspector. To expire on 11/612014. Fees: WIRELESS COMMUNICATIONS - MODIFICATIONS $500.00 CO - ACCESSORY BUILDING $50.00 Total: $550.00 Building Inspector TOWPI SOLD B A~t~tl~9` B'+!it~[7fi~al APPLICATIOK-FOkcxx "C*T<r01?(1 C PA This application must be filled in by typewriter or iuk and submitted $6tbe Building Dowbnant with the fblk?whng: A. For new building or now wee 1. Final survey of property with accurate location of all build o property Hum Waste, and unuaW nature or topographic features. 2. Find Approval fiom Health Dept, bf watetsopply and l (9.9 farm). 3. Approtrai of ebeatriaai imtalhition ftM Boara Fire 4. Sworn staterrwnt Snm plnmbm eettiiing tbat the sokbtr tul¢d in system aaapdus less than 2/30 of 17i bad 5. Comm svial building, industrial WkUn& Mtbiplo ; scut aimilar buildings and iaaWiatiom, a certificate, of Code CompIlim" liom architect or, ooginetpr Iba buikllog 6. Submit Pluming Hoard Approval of completed sits B. For misting buildings (prior to Apra AM ontadoasyor4rloffi ar b and:"pare~:tbtiaE°1 btaal tuest 1. Acx ut+tte sttrwey'of propertgslrowing aU property liuar, atr=Mdldhtg sues ntaoeunt aaprtal or topogtaphi¢ features. 2. A properly complated'application and consent to ,oi6ad byths i * me Cnetioaft of O¢wtpawcy is daW41he Buildhng Impactor shell state the rowan ' * iri Wtlt ng:td tlta up Umt. C. Fear 1. Certificate of Occupancy - New dwelling 525.00, Addition to dwelling 525.00, Aiterotlons to dwelling $25.00, Swimming pool 525.00, Accessory building $25.00,A4019w to aeessorybuilding $25.00, Businesses $50.00. 2. Certificate ofOccupsncy on Pre-existing Building- $100.00 3. Copy of Certificate of OocWooy -S.25 4. Updated Certificate of Occupancy - S%00 5. TempmW Cerdfioate of Occupmoy - Residaudd $13.00, Commoraisl $15.00 bete. 4Orr I t z o 13 bprade/Momcadm to existing wireless telecommunications lbcility New Construction: X• Old or Pro-existing Building: ; (check one) Location of property: 21955 C.R. 49 Cutchogue House No. Street Hamlat Owner or Owners of Property: Arthur V. ]unge Suffolk County Tax Map No 10DO, Section 96 Block l Lot 19.1 Subdivision. Filed Map. Lot: Permit No. SRVU - Date of Permit. Applicant: New Ciogular Wheless PCS, LLC ("AT&T") Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: S 50.00 New Cingu f1 ' ss S, LLC By,. tit ature Doug Hall, President of Shore 2 Sham Wireless, Inc., Agent for Applicant pf SO!/jyolo Town Hall Annex yy yy Telephone (631) 765-1802 54375 Main Road T T Fax (631) 765-9502 P.O. Box 1179 e- • o roger. richert(atown.southold.ny.us Southold, NY 11971-0959 29y~OUNi'1 N~ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: AT&T Address: 21855 CR 48 City: Cutchogue St: NY Zip: 11935 Building Permit#: 38008 Section: 96 Block: 1 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: JA Lee Electric Inc License No: 4136-me SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Racpl Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Omer Equipment: up grades to cell tower, BBU Purcell Cabinet, Radio Power DC-6 (1) 48V DC converter, 2-250a breakers Notes: Inspector Signature: Date: Jan 2 2014 81-Cert Electrical Compliance Form.xls 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 PERAHT NO. 3 08' Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined > 17 , 201 Storm-Water Assessment Form 'T Contact: Attorney for Applicant:. Approved, 2 13 Mail to: Re, Nielsen, Huber & Coughlin, LLP Disapproved a/c PU 1 36 N. New York Ave., Huntington, NY 11743 Phone: 631-425-4100 Expiration Ic I& ,20J ~L Building Inspector APPLICATION FOR BUILDING PERMIT T Date Uv 20-13- 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. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I 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 issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal 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 Limited Liability ompany 1444 E. Jericho Tpke., Huntington, NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Lessee Name of owner of premises Arthur V. lunge We limited lipbiliry,com any (As on the tax roll or latest deed) ams°Ps M8igna~ure of duly authorized officer ,V ca9t it ir70ePe `e.gnd title afcorptax Doug Hall, President of Shore 2 ore 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: 21855 County Road 48 Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 96 Block I Lot 19.1 Subdivision Filed Map No. „iL".)1 , r. r•.. d f N^. Y; •lo iaatio 7i1ds4Tt r: r,lu sut?.LtL631010 oil. Iitsno ) rttlers" ni Irriillr,ut,) t'S !'..~sl.t ?•r•sirtr 9 nuizrs~ftr+.. , **Applicant also proposes related structural modification work as depicted in the plans submitted herewith. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Commercial and public utility wireless telecommunications facility b. Intended use and occupancy Public Utility Wireless Telecommunications Facility 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Lessee/Applicant propose to modify/upgrade its exiling public utility wireless telecommunications facility as depicted in the plans submitted herewith.**(Description) 4. Estimated Cost k>HXXt@1GX8dCiC $117,750.00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling traits on each floor If garage, number of cars Commercial and public utility wireless telecommunications 6. If business, commercial or mixed occupancy, specify nature and extent of each type of user4co wly * 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories *Existinii 108.5' monopole and AT&T'e4isting, equipment area 18'4" x 10' Dimensions of same structure with alterations or additions Front Rear Depth Height Number of Stories *same as existing 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories * Same as above / 45,589 square feet - 9. Size of lot: Front Rear Depth 10. Date of Purchase 4/6/1987 Name of Former Owner Timothy Scott Gray 11. Zone or use district in which premises are situated Light Industrial District 12. Does proposed construction violate any zoning law, ordinance or regulation? YESx NO X 13. Will lot be re-graded? YES- NO X Will excess fill be removed from premises? YESxNO 418 Moulton Hill Rd: 14. Names of Owner.of premises Arthur V. Junge Address Lyman, NH 035 hone No. 603-838-8982 Phone No Name of Architect Bechtel Associates Professional ComAddress 2ol-_571-0716 Name of Contractor &(bt-e I Ccwrrrlwiia tlmc in(Address irr Paraarn Dnrestu+c_PhoneNo. ?r;I-S71'_ 7qq 7S Nlmt c, lei AbEC- 1o4 S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. ` STATE OF NEW YORK) SS: COUNTY OF to a V Doug Hall being duly sworn, deposes and says that (s)he is the aRRU RA (Name of individual signing contract) above named, j8)kretlsghe President of Shore 2 Shore Wireless Inc Agent for Applicant -New Cingular Wireless PCS,_LLC, Lessee (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that al I statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Swo tq before me this j, A 1 20 '0 b Cl Y of Yv /3 Ne tlar Wvel ss PCS, LLC 4/ . By: Notary Public Signature of Applicant Patrick S. O'Rourke Doug Hall President of Shore 2 Shore Wireless, Inc., Agent for Applicant Notary Public State of New York Print Name / Title above No. 01OR62520g3 Qualified in Nassau Couaty Commision Expires Dec. 5, 20 yo Of Sr3!/r, lea Town Hall Annex Telephone (631) 765.1802 is 41 54375 Main Road 31) 50E P.O. Box 1179 7 ropeGri Chert tow(6n) 6590 nv us Southold, NY 11971-0959 ~LtMr..u i. t BUMDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Margarita Figueroa Date: 12/27/13 Company Name: J.A. Lee Electric, Inc. Name: - John Lee License No.: 4236ME Address: 23-55 Borden Avenue, Long Island City, NY- 11101 Phone No.: 718-729-7662 x 144 i JOBSITE INFORMATION: (*Indicates required information) *Name: AT&T *Address. 21855 County Road 48 Cutchogue NY 11935 *Cross Street: *Phone No.: Permit No.: 38008 Tax Map District: 1000 Section: 96 Block: 1 Lot: 19.1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) r -swap antennas, instalta 48V converter and install communication equipment outdoors. (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If 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 I I~ 82=Request for Inspection Form e of SOUlyo6 f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: ot- v . DATE ~i l INSPECTOR~I ~ ~,~OF SOIIT TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination 13 Date:-L-12 2-1- 1 Date Sent: L f-!~i-~ Project Name: Project Address: a !5 S I d j - l~l' Zoning District' Suffolk County Tax Map No.:1000-~~ Request: o -Z4-,41~t -I "'o Az 6 44 (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: Initial Determination as to whether site plan is required: ~g- Signature of Building Inspector Planning Department (P.D.) Referral: Date of Comment: P.D. Date Received: L Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: / 1 Decision: Signature of Buildinq Inspector FOR INTERNAL USE ONLY //l?'~ GYM SITE PLAN USE DETERMINATION Initial Determination Date: 3 4k Date Sent: / f a1-~ • Project blame: Project Address: a IS 55 CA, Rd Zoning District:- Suffolk County Tax Map No.:1000- Ik - Request: e of Building Permit Application and supporting documentation'as to (Note: Copy proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: initial Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral: ISL P.D. Date Received:._l 31 ~3 Date of comment Comments:- Signature of Planning Dept. Staff Re wer Final Determine ion JAN 31 2013 APR 12 2013 Date: / J , _ s Decision: Tow[, Or ;OUNOLD gireture of 13uildinq Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS OF soar P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair h OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR ~~i`COU01 Southold, NY n 11 Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning D' ector 4L Date: April 12, 2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE modifications and upgrades SCTM# 1000-96.-1-19.1 21855 County Road 48 As an addendum to the attached SPUD report, please be advised that the Planning Board recommends the issuance of a building permit for the proposed modifications and upgrades with the following condition(s): As an addendum to the attached SPUD, the Planning Department has conducted a review of the proposed LTE modifications pursuant to §280-74 B.(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 December 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 December 18, 2012 (attached). MAILING ADDRESS: PLANNING BOARD MEMBERS OF SOblo P.O. Box 1179 DONALD J. WILCENSKI y Southold, NY 11971 Chair h~ lO OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR IiYCOU01 Southold, NY 1111 Telephone: 631 765-1938 Fax: 631 765-3136 lC 1 r~ LANNING BOARD OFFICE TOWN OF SOUTHOLD 2013 ~i nc oEF). MEMORANDUM ToF;,,or sm. i ~+oi n To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director n~ Date: April 30, 2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades at Junge SCTM91000-96-1-19.1 21855 County Road 48, Cutchogue The Planning Department has received notice from our Wireless Technical Consultant, Cityscape, Inc., regarding the proposed LTE modifications for the subject site referenced above. Cityscape clarified that the previously required structural modifications are not required and a Building Permit may be issued at this time. Thank you for your cooperation. cod MAILING ADDRESS: PLANNING BOARD MEMBERS OF snort' P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair ` OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY G @ 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR onaiuly Southold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: March 12, 2014 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades SCTM#1000-96-1-19.1 21855 County Road 48, Cutchogue The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., has reviewed the information submitted as required in the Planning Board letter, dated February 18, 2014, regarding the final site inspection of the LTE modifications referenced above, on January 29, 2014. Based on that site inspection and the submitted materials, 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. \I ~ I' II / I' Ii 1I MAR 12 2014~l RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE HUNTINGTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OE GouNFEL 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: 21855 County Road 48, Cutchogue, New York SCTM#: 1000 - 96 - 1 - 19.1 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 1273 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: ~s L= J Cou 1' JJC:mk Enclosures RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 30 NORTH NEW YORE AVENUE HUNTINGTON, NEw YORE 11743 TELEPHONE: (031) 425-4100 FACSIMILE: (031) 425-4104 Or COUNSEL WxzEi J. Nxar,SEN 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: 21855 County Road 48, Cutchogue, New York SCTM#: 1000 - 96 - 1 19.1 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 pole and modify equipment inside its existing equipment area. As such, the proposed modification will not "substantially change the physical dimensions" of the existing tower or base station. Additionally, AT&T proposes certain structural reinforcement work to the subject pole. 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: I. Town of Southold Building Permit Application form detailing the eligible facilities request; 2. Owner's Authorization; 3. Building Permit Application fee: Check of Bechtel Corporation (Check No. 1160) in the amount of $500.00; 4. Two (2) counterparts of RF Exposure Analysis prepared by Bernard Morgan of Bechtel Communications, Inc., and dated January 22, 2013, demonstrating the project's compliance with New Cingular Wireless PCS, LLC (AT&T) Proposal to modify existing facility at 21855 C.R. 48, Cutchogue January 24, 2013 Page 2 of 2 the FCC's Maximum Permissible Exposure regulations; 5. Two (2) counterparts of Structural Analysis Report with proposed structural modification design drawings, prepared by Paul J. Ford and Company, dated December 18, 2012, and certified on January 18, 2013, documenting the facility's structural compliance with local, state and federal codes; 6. Copies of AT&T's FCC Licenses; 7. Copy of Deed; 8. Copies of the following Lease Documents: a. Site License Acknowledgment between AT&T Wireless and Crown Atlantic Company LLC, dated December 9, 2004; and b. N.Y. Land Lease Agreement between Arthur V. Junge and Cellular Telephone Company d/b/a AT&T Wireless, dated November 29, 2004; 9. Copy of AT&T's Certificate of Occupancy No. Z-3178, dated August 4, 2006 and related Building Permit No. 31093Z, dated May 6, 2005; 10. Copy of AT&T's Planning Board Site Plan Approval, dated April 12, 2005; 11. Copy of AT&T's Zoning Board of Appeals Approval, dated April 8, 2005; 12. Copy of property survey prepared by Arek Surveying Company, dated June 4, 2009; and 13. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Bechtel Associates Professional Corporation, revision 0, dated January 21, 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: i\ John ilin JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director 4. JAIEE COMPANIES ~ euaoiee ® oxranovps SSOCI<S19N J.A. Lee Electric Inc. J.A. Lee Construction Inc. Corporate Headquarters 23-55 Borden Avenue Long Island City, NY 11101 Phone: 718-729-7662 Fax: 718-7294111 December 27, 2013 VIA FEDEX @ 79751117 6971 Town of Southold Re: 21855 County Rd #48 Building Department Cutchogue, NY 11935 Town Hall Site: NYCENY1027 Southold, NY 11971 Dear Inspector Roger: As per our telephone conversation today enclosed please find the application for electrical inspection and check #7915 in the amount of $90.00 for the following scope of work: The scope of work: swap antennas, install a 48V converter and install communication equipment outdoors. Please confirm date and time of inspection for the above referenced site. If you should have any questions, please do not hesitate to contact me at 347-546-4667. Sincere iv, Margarita Figueroa so Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 CA ell Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 9, 2014 Re, Nielsen, Huber & Coughlin LLP 36 North New York Ave Huntington, NY It 743 Re: ATT, 21855 County Rd 48, Cutchogue, NY TO WHOM IT MAY CONCERN: The FollovAng Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) 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 BUILDING PERMIT: BP 38008 - Modify Telecommunications Tower AT&T/New Cingular (a, Jung_e Page Two April 12, 2013 b. Require the applicant to notify Planning and our consultant Cityscape when the 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 21, 2013. Thank you for your cooperation. TAX LOT /17.5 N/0/F TOWN OF SOUTHOLD pp0 1 10.151 2.2'NW N 23°140411 E L I N F E C E C A I N STORAGE BIN 10.9'SW 0.- /_4 O'NW 17.7'SE i 8.6'SE MONOPOLE 1 STY G R A S S '.165' . _.f - - d----- - METAL k CRAVE - GRASS ~i LAJ fez Fr Li: f W~.s 93 in Cj / APPROXIMATE LOCATION OF Z 00- U OG z ^ VERIZON EASEMENT GA \O o y- (RECORD-EXIBIT *Am V105786) N Z) I I' 9.3'SW Ir4 ~YI I tl/ K I t .4 N oMEI I' UNDERGROUND VERIZON I WIRELESS (RECORD EXIBITC VIO6 23) N Ix I w ° I ( IS Z Z ASPHALT PARKING TAX LOT g19., m EDGE OF ASPHALT . AREA: 13.1'SW to to I 45,589 Sq.F. Lr V) < I ql 1.0465 Acres I I < < I I: 39 - A S P H ALT P A R K I N G I I : E ---------------------------ROOF _OVERi14.85'SW I 1 105.15 1S I > 3 t1 ' 1SY 1~ • I 1 < rn CONCRETE tar?Iz I I I I #2185% I 3 In I CRAVE 1 SiY d1 I w n 1 zV W 1 I I< MEAL. I - I Owl I "III (AUTO SHOP) 1 Cal I II 05.15' I W jn i 1 I I'I -a-- - -~a--3Far----- c o 0~M------ J g ch r I. I I ~ n < ~9 zI 3 N O m = I N U W = I J sz ri o = a.6 a- O TAX LOT #20.1 Jo F-r x x ® all I3 r! L iii0i N/O/F CHRISTOPHER MOHR car I a~ ~ < ~ < m r\ Lj o I' I S GRASS <a > i~ III (p GR ASS 703.3f(ACTUAL) W "rood cu Z4. ±750' (OEM) LILCO % nun POLE UTILITY Y POLE / #42o 421 J CONCRETE culls ELEC. CONDUIT . S 25 05213011 w 168.17' (MARK-OUT) MIDDLE (12oe wIDE) ROAD NOTES, (M-48) 1. THE OFFSM OR DIMENSIONS SHOWN HEREON. FROM THE PROPERTY UHES To THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE THEY (NORTH ROAD) ARE NOT INTENDED TO MONUMENT PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUM M OR ANY OTHER IMPROVEMENT& 2. CONSULT WITH THE HIGHWAY APARTMENT BEFORE UESGNW^ INSTALLING OR MODIFYING ANY NEW OR EXISTING CURBS. WALKS OR ROADWAYS IN THE STREET SHOWN HEREON. 3. SUBSURFACE INFORMATION SHOWN HEREON WAS BASED ON VISUAL OBSERVATIONS, VARIOUS CITY DFPARTMEN AND/OR PRIVATE UTILITY COMPANIES RECOID~~ AND/oR UTILITY MARKOUT. S tJRVEYOR ACCEPTS NO RFSPONSIBIUTY FOR ANY T THIS DATA SURVEY OF ERIY LOCATED AT: SUBSURFACE UTILITIES ARE NOT CERTIFIED AS TO THE ACCURACY AND/OR MPLETENIES5L 4. ALL SUBSURFACE UTILITY LOCATION AND DEPT SHOULD BE RECHECIQED AND #21855 C.R.-48, CUTCHOGUE LEGAL GRADES SHOULD BE VERIFIED WITH THE TOPOMAPHKAL BUREAU. PREMUSLY IN WRITING BEFORE COMMENCING FINAL DESIGN OR CONSTRUCTION- TOWN OF SOUTHOLD 5. THIS IS TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS OR NATURAL COUNTY OF SUFFOLK WATER COURCES IN THE PROPERTY AS SHOWN ON THIS SURVEY. 6. REFER TO ARTICLE 36 OF THE GENERAL BUSINESS LAW AND THE PROVISIONS STATE OF NEW YORK OF INDUSTRIAL CODE PART (RULE NO. 53) BEFORE ANY EXCAVATION OR DISTRICT 1000, SECTION 96 DEMOLITION DI COMMENCED. THESE LAWS REQUIRE EACH EXCAVATOR 70 GIVE ADVANCE NOTICE TO ALL OPERATORS OF UNDERGROUND FACILITIES OF HIS BLOCK 1, LOT(S) 19.1 INTENT TO PERFORM EXCAVATION OR DENOUTIOR IN THE SPECIFIED AREAS 7. ALL DIMENSIONS ARE IN U.S. STANDARD MEASUREMENTS 8. EASEMENTS NOT SHOWN ARE NOT GUARANTEED. REVS M DESCRIPTN]N DARE DIE T .1 ? } my copies from the original of this survey marked with an 1. PROPERTY SURVEY AS CO. 106-04-0 ASR:09112 riginol of the land surveyor's embossed seal shall be onsidered to be valid true copies. t A1R11EYED BY 1 Q nouthorized alteration or, addition to a survey map bearing ARKADRISZ ,IUSIECzA, P.LS. 1z x licensed land surveyor's seal is a violation of section 7209, S i ub-division 2, of the New York State Education Low. ertification indicated hereon signify that this survey Was L....,: repored in accordance with the existing Code of Practice s05,,,. SvN, or Land Surveys adopted by the New York Slate Association SCdC f Profesmonol Land Surveyors. Said certifications shot[ run 1W -awr my to the person for whom the survey Is prepared, and on 58 East Beverly Parkway JV is behalf to the title company, governmental agency and Valley Stream, NY 11580 .lab Na: ~ nding institution listed hereon, and to the assignees of the @nding institution. Certifications are not transferable to WWW.a8Cf1y.flet ASC-O9N2 MT111 DESIGN GROUP, In6` ddilional institutions er subsequent owner. TEL: 516 792-6676 State of New York a o ° Telecommunications Site Review Consultants, Inc. Upgrade with Tower Modifications 7050 W. Palmetto Park Road #15-652 Boca Raton, Florida 33433 Tel: 877-438-2851 Fax: 877-220-4593 March 15, 2013 ^ r i, In Heather M. Lanza, AICP MAR 1 81013 Planning Director Town Hall Annex Building Soithola Town 53095 Route 25 P anning oars Southold, New York 11971 RE: Carrier: AT&T Mobility Site/Facility: NYCENY1027 Address: 21855 Country Road 48 Dear Ms. Lanza, At your request on behalf of The 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 AT&T Mobility ("Applicant") to make antennas and electronic equipment modifications to an existing monopole-type support structure. The Tower has a total elevation of one hundred eight (108) feet with antennas for MetroPCS mounted above tower top at one hundred eleven (111) feet. The subject antennas are mounted at the seventy two (72) foot level, see figure 1. AT&T Mobility plans to add new weatherproof equipment cabinets within their existing ground compound area, see figure 2. The purpose is for AT&T Mobility to provide new high speed wireless broadband service to complement their existing cell phone service in the Town of Southold and is making similar improvements nationwide. The facility is owned by Crown Castle and is located at 21855 Country Road 48 in Cutchogue, see figure 3. AT&T Mobility is in the process of upgrading their existing services by modifying their antenna and related equipment at all their sites throughout the United States. This application is one of many similar type proposed changes intended to provide new fourth generation (4G) LTE service into the general area. The new technology is for high speed wireless broadband implementation. The final configuration will consist of nine (9) panel type antennas and six (6) new Remote Radio Head (RRH) units all to be located at the same 103 foot level, see figure 4. The antenna sections of the construction drawings are not consistent between pages but the difference is not something that would impact the Town's application process. Interconnecting the antennas will be the nine (9) existing feed lines. The Applicant will be adding three (3) new CAT-5 type cables for power and data transfer. The Structural Analysis indicates that all existing feed lines are installed within the monopole structure. The proposed new feed lines from AT&T Mobility are stated to be installed inside the monopole structure. There are twelve (12) feed lined reserved to be mounted on the outside of the monopole. This should not be allowed and the reserved feed lines should be internally mounted. AT&T Mobility '7 MMNMMM Site/Facility: NYCENY1027 0 G ° 21855 Country Road - Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 2 New York Antenna Upgrade with Tower Modification In April of 2012, SprintPCS proposed to make similar changes to their equipment on the tower. Their application maximized the tower rating to 104.5% out of a maximum of 105%. At that time the structural engineering firm recommended that the tower be strengthened but that was not required. The proposed changes by AT&T will force the tower to be modified and upgraded before any additional changes are made, see figure 5. Currently the tower has all New York MSA licensed cellular-type operators mounted on the tower. Sprint/Nextel has concluded their upgrades and it is anticipated that MetroPCS, T- Mobile and Verizon will soon follow suit. The structural analysis was conducted using the ANSI-222-G standard and Exposure Category C, which is correct. The Tower rating following the modifications will be 92.8% out of a maximum 105%, see figure 6. The Construction Drawings and Structural Analysis antenna elevation data were inconsistent. CityScape based this review on the Structural Analysis data. The Applicant supplied calculations to assure compliance with all FCC standards regarding human exposure to Radio Frequency energy, see figure 7. The Applicant's spectrum will operate in both the 700MHz range and the 1,900MHz range which should not be an interference concern to the Town's public safety communications. The operator does comply with federal interference rules. 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 21, 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 Paul Ford and Company dated December 18, 2012. Therefore CityScape as wireless expert for the Town of Southold recommends this application be approved. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. M MMMN AT&T Mobility Site/Facility: NYCENY1027 r G ° 21855 Country Road - Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 3 New York Antenna Upgrade with Tower Modification RAD. CENTER OF METROPCS ANTENNAS I - A G.L. TOP OF TOWER '08'-6' 3 A.G.L. RAD CENTER OF VERIZON ANTENNAS 100`-0' f AG.L. RAD• CENTER OF T-MOBILE ANTENNAS - CO'-0" is A.G.-L___-_ _ MD. CENTER Of NEXIEL ANTENNAS 00`4" t A.G.1- PROPOSED RAYPM DOB DOME ON NEW PIPE MIST ON T-ARM TOP OF AT&T ANTENNAS Cryp. SECTORS ( 11021 FOR 77-0' t A.G.L MOUNTING HA SEE DETAL 1118 ADS \ INSTALL (2) PROPOSED RRH'S ON T-ANA (TYP. ALL THREE SECTORS) ..EXISTING (1) AT&T ANTENNA TO ROAM (SEE DETAIL 1/AD4) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&3/AD3) SWAP (1) AT&T ANTENNA FOR PROPOSED -UE - - EXISTING MONOPOLE AT&T ANTENNA (1YP. ALL THREE SECTORS) (SEE DETAIL 2&4/AO3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH PAUL J FORD STRUCTURAL MODIFICATION REPORT EXISTING CPS UNIT TO REMAIN - GATED 12/113/2012 SHEETS S-1 TO S-7 PROPOSED CPS UNTr & PROPOSED- 1/2- 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/AOS) EXISTING AT&T ICE BRIDGE , EXISTING EQUIPMENT SHELTER EXISTING EQUIPMENT CABINETS EXISTING CHAINUNK FENCE-,\" -EXISTING CHAINUNK FENCE " ! [ } TOP OF GRADE __"'.d. 0'0" AGI. I 0 B 8 IT Figure 1. Tower Elevation M M AT&T Mobility Site/Facility: NYCENY1027 yi a fi ° 21855 Country Road - Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 4 New York Antenna Upgrade with Tower Modification DWALL DC6 EXCEPTION BOX & EXISTING nBER MANAGEMENT BOX ARGUS ON UNISTMR TO IDOSTING TE20B ICE BRIDGE PoSr BATTERY a , (SEE DETAIL 2811137/AO4) r CABNET EXISTING UNITTTO EM i ARGUS TE21 _ NR TO REMAIN POWER CABINET INSTALL f31 NEW EXISTING BISIOERTTE S / NOKIA , - OUTDOOR i J_CZ SHELTER NEXn1 LNELTER _PROPOSED PURCEML FLX16W5 a - CABINET STACKED ON TOP OF EXISTING PURCETL CABINET REIDCATE BOTH CABINIET TO SUFnCENr ROOM DOM MAKE WING (SEE MAL 1117/ADS) - l • ' ULUENT PROPOSED GIPS INIT @ NEW e • 1/2" COAX CABLE ROUTED TO i BBU (PROVIDE 10' MIMNWI SEPARATIN FROM ANTENNAS) T - A (SEE DETAIL 1121A/ADS) r EXISTNG FENCE LINE y 6' 0 1 FT Figure 2. Weatherproof Ground Cabinets AT&T Mobility a ¦ ¦ Site/Facility:NYCENY 1027 a G 21855 Country Road Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 5 New York Antenna Upgrade with Tower Modification D L.SCeet Atli USA 20ft 0 101 ko 0% %COk4 i ~ m+Ay o~ % '0* w y 4 AT T F Cw y all, .0 r 4 Os gym, +jl4 Gp / Y ~o d 4 Bs; / Z Data use sAject io license. 0 0 DeLoT DeLmme Sheet Atlas USA62000. 1' 0 400 800 1200 1600 2" www.tlebmie.com IAN (t3 0° W) Data Z. 14-0 Figure 3. Site Location ¦ ¦ N AT&T Mobility Site/Facility: NYCENY1027 a fi ° 21855 Country Road Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 6 New York Antenna Upgrade with Tower Modification SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING AT&T ANTENNA TO REMAIN i ANDREW AT&T ANTENNA (SECTOR A) (SECTOR A) Q, (SEE DETAIL 2&3/A03) SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE - LTE AT&T ANTENNA (SECTOR A) (SEE DETAIL z&4/AO3) INSTALL (2) PROPOSE) RRH'S T-ARV (SECTOR C) INSTALL (2) PROPOSED RRH'S ON (SEE DETAIL t/A04) T-ARM {SECTOR A) ~ (SEEDEVIL 1/AD4) (S PROPOSED RAYGP 6W DOME ON NEW PIPE MAST ON T-ARM swM (1 AT&T ANTENNA FOR \ SEE DETAL t1102/AO5) FOR MOUNTING (SEE DETAIL 7178 A0.5 PROM LTE AT&T ANIENN4 INSTALL (z) PROPOSED RRH'S ON T-ARM (SECTOR B) (SEE EDETAIL 2&4/M3) \ (SEE DETAIL 7/AO4) '--.IXISTING AT&T ANTENNA TO SWAP i AT&I ANTENNA FOR---~ REMAIN (SECTOR B) PROP) ANDREW AT&T ANTENNA (SECTOR C) SWAP 1 &i (SEE DETAIL 2&3 A03) ANDREW AT&T ANTENNA (SECTOR 8) EXISTING ATAcYM7TENNA TO SFO,T (SEE DErAIL 2&3/A03) REMAIN (SECTOR C) j yip i 2 ~ - - SWM l1) AT&T PROP)§ED ANTENNA AT&T ANTENNA (SECTOR B) SEE DETAIL 2&4/AD3) N 0 4 8 12 FT Figure 4. Final Antenna Configuration O ¦ ¦¦¦¦¦w AT&T Mobility Site/Facility: NYCENY1027 o fl 21855 Country Road Ill~~il/l Cutchogue, New York Consultants, Inc. March 15, 2013 Telecommunications Site Review Page 7 New York Antenna Upgrade with Tower Modification Crown Caste USA Ax Aid 19. 2012 100 F7 dfadMed 6lor oo o Tower W 6 5 Exmnsae Smrttw* Anaym CG av 40 W6579 Pfged Mm*w 2012775.805579 01 Apafi°a60e 145544. fieHSw.+n 2 Pape 6 e3meemheii 0 ~ I eb ~~M Poo x YMeI Fee 12 100.6-100 PM TP166a/2d1.375 2 08D 43140 103 Pass t9 I~100-62.063 Pub TP15560d146401675 3 ?68 M97 91.9 Pan L4 "'os. Palelgg 1021 ]603X165691 W7269. 4 -9% 341984 51.9 Pan 15 7023M PvkaM TP227 090194035D2 5 ,1462 3L20.62 12.3 PWa 60168] Is 60.1567 P9n 4W0 TP29.03a84227702WAD(A 9 .2246 57M. 31 31707 ..76..3 Pan L7 ~W7477 S Pw9rReca. TP29.0791y26.27560.9002 7 .2633 6760.99 771 Pan L6 162093 PwWR40. TP32265129.W914A678 8 3262 6aW.52 85.4 Pan U 162091- Pd RM. TP33A387N.296609036 0 -3431 6691.6o 86.8 P. 129663 1.10 129583-9 Pe RW. TP39 B13YS3.0187409)84 10 1626 T966 1R 614 Pan t11 9-0 PJp.rtprt TP36433.943te3.7604 1? 998] 627666 10X,5 Pan . S1naG41y PdP (L31 104.6 Pam RMnp+ 104.6 Pon Table 6 - Tower Component Stresses vs. Ca allay - Lc5 NaUS l.oaponant awn*" tR) % Gpaclry Pax /Fall t Anchor Roes 0 68.5 Past: W- i Base Piero 0 81.3 Pass t Base Fouldalion D 48.6 Pass Sod Inlaadbn 8erudwe Robe (max from all nompmnme) a 1M,8% Swa addenlel eo0a11flAa94n ll'ApPm IKC - AAMXaRI Ce¢aawm5' tp nlculalole v ,WMp ere ti cs",, waeuniee 2P f.LgpiMa l41b 105%, we mlw w" SeeeplstM eaeelm WwVM nepnf4;loo0 4.1) Reeomneadations We recomm nd llgixong addl8onal reileoto g to the mmogole shah AS modjrK burls N rd mod to be erg1fwMr6d and Of* beyond the pope of true report 1, T-a"r Raper. - veXSan 6 0.4.0 Figure 5. Previous Structural Rating and Recommendation CI ¦ AT&T Mobility Site/Facility: NYCENY1027 o fl ° 21855 Country Road Consultants, Inc. Cutchogue, New York March 15, 2013 Telecommunications Site Review Page 8 New York Antenna Upgrade with Tower Modification 19 PAUL J. FORD AND COMPANY 5 1 R U C T U R A L E N G I N E E R 5 LSU Fai weal kiwi . s~ i50U . cmn.a p~c iP. Yl'ffi Dale: DecemMr It. 2012 Steve Turtle Paul J Ford and Company Cram Caere USA Inc. 250 E. Broad Street. Suite 1500 8 Parkmeadow Drive Columeus, OH 53215 P411ford. NY 14534 614.221.6879 585 B99 3,145 bkervrode®pllweb corn Sublsi Structural Nodificallon Report Cass Designatory: AT&T Notift Co•locme Carrier Sfb Number: NYCENY1027 Carrier Site Warm: CU TC HOGUE Crown Ceple Designation. Crown Castle SU Number. 806579 Crown Castle Site Name: NY CUTCHOGUE 956280 Crown Cagle JDE Job Number. 198760 Crown castle work Order NYn1bel. 561646 Engineering A. Designation: Paul J Ford and Company Prolect Number: 37512-2161 BP R1 Site a,": 21366 COUNTRY RD, CUTCHOOIIE. Suffolk County. NY taMde 41° 1'46.57", Longitude -72.23.50-23' 103.S Foot - /llonopole Tower Dear Steye rude, Paul J Ford and Company is Pleased to submit this "Structure] Mof i6catbn Report" to determine p.e strurtam integrity of lee above mentioned tower This analysis has Deal perromled in accordance with ire Crown Castle W.,idural'Statement of work' and the terms of Crown Castle Purglsee Order Number 510864, In accordance wr& applloawn 157087 fevirwon i. Tht Purpose of the analysis is to detafmino frCeplaDlYty of the lower stress level Skied any our analysis we hey, determined the kmW 31111111111 oad'. ln~ LC4 7 Modified Stractune we Eaisong . Reserved + Proposed Equipment Sufficient Capaeny NOre. Sae Trbe t led Tpa n brtM pTepeO aM pynng~ntµrw0 bM~ng. wspdwey The structural analysis was Performed for this tower n acconleruw with the requrnements of the ANSIITIA-222 G-2005 Standsnd.'Structural Standard for Antenna Suoponbng Structures and Antennae', coin AfNSIMA 222-6- 1-2007 and ANSMA-222-G-2-2009 Addenda using a 3-second gust Wind speed of 120 nph with no c . 50 Mph With 0.75.nch ice mWknes6 a4, 00 mph undw service Wads, enPOSUM gNgory C wW topognaphc Category 1 Al: Medificatene and MuOrnent proposed In it" report snaA oe installed in accedence with the arac+ed drawmge for the deremr ed ayafab* etr.rctugl eapa[4y to be eeoCdy4 We at Paul J Fond and Carpa ry appreciate th Yong our continuing pfofeesional se^nces to you and Crow- Castb USA Inc if you hay tuna assistance on Clis or any omer IrD)ect5 please gne its a ca[ h 9 y eNA 'ryO1c Respectfully submitted by * w kr Bran K. Kermode PE. SE J 079323 Pf"ct Engineer 90FES ImTOwu Relran +eroan d::30 JAN 1 B 2013 Figure 6. Structural Analysis Post Modifications AT&T Mobility - ¦ ¦ ¦ ¦ Site/Facility: NYCENY1027 a 21855 Country Road Consultants, Inc. Cutchogue, New York March 15, 2013 Telecommunications Site Review Page 9 New York Antenna Upgrade with Tower Modification Sr, Gsalm R'S 1i 1,116 te =0ingular Exposure Analysis for Proposed Wireless PCS LLC (AT&T) Antenna Facili ty Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 Januarv 22. 2013 Prepared b.% Bernard Morgan Senior BE Engineer Bechtel Communications, Inc. Figure 7. Human Exposure Analysis ` oNCLAlU1IM of COVA MMI "a 186'1'NIC21008 TMIt 01CLAUTION now by ARTHUR V. JUNG* this:' rte,," day at Narqh , 19sj:~, (1)' residing at 1210 Naasae Pain! Aoad. Cqtclo~unj NM? York ~111~035. (1) a domestic or foreign Corposation with offloss located at ,i (3) a sole proarietorahip or partnership having Its pslacipai place of business met hecoinaftet reforrad to, at the DiCLMWR# as the owner of promises deveribed in schedule "A' annexed hereto (hage"Iter, refessiid to j .r as the YRBUISIN) desires to restrict -the use and enjoyment of said i W UMUI and has for such purposes dataralaed tb Iowa* on maid VMUZU aovenantn and restriatleav and does hereby dealave that said PRMIasi shall be hold and shall he convey" subject to the following Covenants and restrictions$ 1. DtCL~ has aide application to the Outtalk County f"` 0apastsrnt of Health lervlaes (hereinafter referred .rRxT to as the DstAnna") for a pwast, to Construot, approval of plane or approval of a subdivision or y development on the vXM41" :~i•Cpb • 40 ($con am cow 1D/a) 1 2. (GPICU?L I AN0104i TO N INNNRTND NNRN 011 1ANPLN PAM PAPH/ IN RRAA). MHNRBAS the DECLARANT is constructing a building at (Schedule A) All that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Cutchoques Town of Southold, County of Suffolk and state of New York, being more particularly bounded and described as followse n1GINNING at a point on the northwest line of Middy Road, (C.A. 48? 790 feet more it less southwesterly along said line from Cox's Lane, said paint being the southeast corner of the premises herein described and the south- west corner of other land of the party of the first part y RUNNING THHNCt along the northwest line of Middle Rcsds (C.R. 481, South 25 degrees 92 minutes 30 seconds Nest, IM 17 feet to land of Harrill RUNNING THBNCB along said land North 60 degrees 54 minutes 20 seconds Vest. 252.68 feet to land of the Town of Southoldl RUNNING THBNCH along said land North 23 degrees 14 minutes 00 seconds Nast, 188.15 feet to land of the party of the first parts RUNNING TNBNCE along said land south 56 degrees 42 minutes 10 seconds eases 263.16 feat to the point or place of 1301=1110. The DICCLARAHT represents he is aware of the requirements not forth in- Article VII of the Suffolk County Sanitary Code. Should there be a change in ownership or a change in the operation, the 019CLARANT or his assigns or successors in interest must notify the Suffolk County Department of Nealth Services. t (SCOW{ GIN CGV 10/16) 2 f .I ' ' iC59~. ew383 . 3. Tht DOCLVUW# its swoessors and/ow assigns shall let. forth thee: covenants, agresmosts and detlasatione is any and all lease$ to ocoupentsl, tonants sad/or lessees of the above described property and shollp by their tonw# subject saw to the, covenants and restrictions eontalned hanin. Failure of the OtCLU11W, its successors and/or assigns to so condition the losses shall root invalidate their automatic subjugation to the covenants and restrictione. a. hll of the covenants and natrlotiont contained herein ahell be construed to be in addition to and not in derogation or limitation upon any provisions of local, otatt, and federal lane ordinances, and/or regulations to effect at the time of execution of this agseament, or at the time such lows, ordinances$ and/or regulations nay thereafter be reviead, amended, or promalgated. S. This document is cede subject to the provisions of all laws required by lair of by their provisions to be incorporated herein and they are deemed to be incorporated herein and :lade a part hereof, as though fully sot forth. (SCOW an COV 10/11 3 < 10592 KUS I. The aforementioned Restrictive covenants shall be onforaeablo by the County of suffolkp ttate of New York, by Injunctive relief or by any other remedy in O"Ity of at law. the failure of said agencies or the County of suffoik to enforeo the same shall not be dessa?d to aueot the Validity of this ooveeant not to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions atoll run with the land and shall be binding upon the CDCLARAN?p its successors and assigns, and upon all persons or entities olaimiag under thaw, and may be terminated, revoked or amended by the owner of the premises only with the written consent of the CRtARTUNT. f. If any section, subsection, paragraph, 014uso, phrase or provision of these covenants and restrictions shall, by a Court of competent iuriedictionp be adjudged illegalp unlawful, invalid, or hold to be unconstitutional, the soma shall not affect the M• validity of these covenants as a whole, or any other r' part or provision hereof other than the part no adjudged to be illegolp unlawtulp invalid, or unconstitutional. tom" 0NN Cov 10/16) 4 _a I ' 10592 PIS 9. Local Law 033-1900 - TM DtCWMpT represents and warrants that he has not Offered or given any gratuity to any official, "ployee, or agent of Ouffolk County, New Task Otate, as of any political party, with the purpose or intent of securing favorable traatasat with respect to the performnas of an agreeaent, and that such person has read and is fmilier with the provisions of Local Law f31-1900. k. j9 ~ r .t ( Man GIN COV 10(001 1 11519K'575 ; t RF4! F'S!ATE iJl)j AUG 14 WQ*J 1%AIO:` IU IAA ' r10Np 'wy, SUrFg1.K qMW or iARlU011Rt so& this-/(, day of V H ~E _1991 1 between Jt--J-1 er._..1L..~.!!. d , ourDONUON rlth its principal Q " L a43f 1.0trioa at 011 4Y N r~ ddG (kersimaftor referred to as "Gmtw") to 11111 Yopa T ties of this SUM of No York, having Its principal office at 1011 Am" of the Morlsma, gee York. Sew VSa? (hereinafter teferre to es 'gra,tee"). go 11111"" the grantor auto in tan a Certain parcel of land situate Caaeideratlon,lw the Town of Southold to Lko County or gntlolb, /tste of paw Verb, ma above an gohlbit "A", attached hereto mad hereby made part at this Drunk. WINS TSRIM, VIVIMIN I VIM That for mail in oaulderetlom of the ar of One Dollar ($1,00) Is kamd paid by the Grotto* to grantor the remeipt of w?leb is turner ' DIET. 1000 acknowledged the droator groats vats the greatest its successors and anslgma, the right, privilege and authority b onstruct, plus, *"rate, replace, SCR. Can e~s, repair and maintain wenios How, Including buried cable, pedestals, cad,lts, wboles, pales tad muck orommumae guys, vtuhe, sectors, cables, EX. 0200 wires and fistorun an the Drestee may free time to list dean necessary Mss, oven ender mad altos the said Land and the highways adJolainS or wpan sold ! LOT It lead, approximately an above as Rmbibit "A", together with the right of isgress ' and agrans to eeeroima all of the rights berate granted and with the right to ~la?,I) y trim my treat and make along said I In s, as moveably weoaessry, to beep tM 7 soid cables amd rives free and clear free IOterfmrwce an said 1rW aml Nld hlghweys. SIOOSOl The exclusive and pereeseat right-of-ey and sateseat %"40 slave doearlbed and betels oonvyed is latweded to prohibit the loaglt dint or j ' parallel osovyeacy, of maid continent strip by ethers, Iucloding Drentor and to , prohibit sorfaee or "Interface structures or otherwise of stben, Including ormator, oblek eight dmoo at Intorfore with the oparatiw and malmtasanw of Drmatesla tuliitles witbout the prior written oameest of greatest hot Is not Intended to prohibit eresolng of said easement strip w ley na each oresmings do ant laterfers with or prohibit the full ass of the sansmock hereto grants. grantor yrees with the Orantee, w behalf of himself, his noo"wors and "sides, awl as a covenant rumalag with the land, that the grab existing at ; the time of execution of this grant of sentiment will nmalk undisturbed umehmagd. It is Understood and sgeead however that the above acted aendltiean era met intended to, nor do they natriat or pretest grantor hex placing ;"tog, ourblog parking Iota and lsnducspi g. Tgtsor The greater hereby groats unto the Orestes, its moawsaon W "clam the right to permit the attashmest of tM ecmwslmatlma and electric Santee wins end facilities ofy lhu utility coapselme and to away to nub other oaepasles an Interest ie"Yae rights granted under this Ormat. , KOMI we1Muo Is&III uaAthis ams We t bthat y OroatataaloloMoll o this the cast Of 9114741111 girt and pay the cost to restore or repair nay damage data by the Grantee to the property of the or"tor while plants, replaclM, rolemeklag, operating, f repairing, malstatalog, removing or romavlog its twllities, and awl nave , harmer and ladesitfy the Ormator from may Lsysq to Ito property, its employees or the public which mar at bey time corer through the xesllpnss of i the trustee. `I It VITM VMUW, grantor has eASeed this Instrument to be dolt' executed under not the day and rear tint abare spittan, (thur V, J tunae o . p (1T\Y i Ll~~ Arthur V. Jesse. e , 111111111 1111 oil IIIII IIIII IIII 1111111111111111111 I IIIII IIIII IIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: EASEMENT/DOP Recorded: 08/30/2001 Number of Pages: 4 At,. 01:24:00 PM TRANSFER TAX NUMBER: 01-04375 LIBER: D00012139 PAGE: 075 District: Section: Block: Lot: 1000 096.00 01.00 019.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copiss $0.00 NO RPT $15.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Foes Paid $37.00 TRANSFER TAX NUMBER: 01-04375 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Romaine County Clerk, Suffolk County 1..2 3 Number of pages F.6 TORRP.NS a SCR.Y.nc. X Serial N 57; OF SUFFIL:: CWNTY Certificate catc N DOIO:'..-r.: '9 P C'5 5TN C',(.4375 Prior Or.. N Recording /Filing Stamps Dead I Mortgage Instrument Deed / Mortgage Tax St';; 4 FEES Page I Filing Fee Mortgage Amt. _ i Handling I. (3esic'l)tx TP-584 2. Additional Tax _ Notation Sub Total EA-52 17 (County) Sub Taal 17 Spae.IAsst. Or r,A-52I7 (Slate) [T_ Spec, /Add. _ R.P.T.S.A ~l- TOT.MiVG.TAX of Ed. 5 (IQ_ hr Dual Town T Dust Cvun(v Comm. _ 1 Held for APW-11 nmcnl Affidavit • 4 Trunafer'1'm Certified Copy Munslon Tax The property covered by this mortgage is or Reg Copy will be improved by a one or two family Sub Tout dwellingonfy. Other YrS_or NO GRAND TOTAL .37 If NO, see appropriate laa clause on page IF _uf tbh Imtrumam. Red Properly Tax Soviets Agency Verifical 6 ConunrNlit Vreservalion Fund DWI. Section Black I.et Cons)dcratlon Amount S St #1000 096.00 01.00 019.001 CPP -1'ax Due S 0 Improved Inh• Vacunt Land, - t SatisfacliunslDischargea/RelessesList Property Owners Mailing Addros T'D RECORD A RETURN TO: Verizon TD 501 North Ocean Avenue Patchogue, New York 11772 Roon105 a Title Com ally information Co. Name title it 91 Suffolk Count Recording & Endorsement Page This page Ibms part of the clutched Easaaant V106723 .-made by: Arthur V. Junge (SPEUFYTYPEOPINSTI1,t3MEN1'1 Rain Street 09f:11 t. Sea York 1:1957 The pwnml herein is sakunted in SUPFOLIC COUNTY, NEW YOM To In the'l'owrahip of Southold Verizon In the VILLAGE 501 North Ocean Avenue Or HAMI.n'of Cutchogue Pat,hosua. New York 11772 Room 105 I 'L.S 5'111RU 9 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR PILING. (OVER) Dear Tmpaver, Your sallsfarlion of morignge has born filed In nor otlim. and I am enclosing the original copy for your recurAs. It- A pnrlinn of your nloutllly' Mortgage payromit Iticluded your property taxes. Ott will now need t11 mjili cl. your local Town T,°x 12ecelver so thrd hnu n 1 6111'•d d1mmix ier all furore oruu2=U Ins wills. Local property taxes am paynble hvlre a year; on or bofnre. January 10" and on or boore -mav 31"'. Failure to makr. payments In a timely fashion could result In a peuNty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Huhvluu Tuwrn Rr.m.ivi!r ol" Taxes Riverhead Town Kwadver or T.Lxs 200 tract Sunrise IllghWA.V 200 TLrwril Armnnc. North t.lnderthnr^al, N.Y. 11757 FIverhead, N.Y. 11901 (C31) 057 3004 ((3S 1) 727.3200 Brookhaven Town Receiver of Tam% Shelter island Town uecelver of Taxes 250 Fast Main Street Shelter Island Town 1•lall port ..leffemon. N.Y. 11777 Sheller Island. N.Y. 11964 (01) 473.0236 (&31) 7.19-3118 Euol Ronrpluu•Tuwo 14.- -ivsr of Taxes Sulitlitown Town RMm(ver fit Insea 300 Pantigo Pitim 99 West Main Street East Htunpton. N.Y. 11937 Smithtown. N.Y. 11787 (6,111024-2770 (lin 1) .460 -to LO Huntington Town Rurlver of Taxes Southampton Town Receiver of Tares I(N) Maln Siroot 110 Hampliin Road Huntington. NAY. 11749 Southampton. N.Y. 11968 (f>41) 3.51-1217 (651) 283-6514 !slip Town Recelver of'Ihxes Sonthnld Town ttecelver of Taxes 40 Nnssau Avenue 53095 Main Street lahp• N.Y. 11751 Southold, N.Y. 11971 (031) 224 5580 (NI 1) WL5 1803 Sincerely, Owdfloh 44~ Edw•urd P. Wtulallie Suffolk Cminty Clerk dw 2/09 ' I ROW I • II V106713 II ORAKT IN'A$3GUW,~mmade this~ay of~) 20A[, setwean Wt I ll~ Y ~~~rJ[1P ::siding at ?'4vn / 9, n n 11 q6 (hereinafter referred to an -Grantor) to VERIfON New YORA INC. (formerly I known as New York Telephone Company), a corporation of the State of New York, having its principal office at 1095 Avenue of the Mexican, New York, Now York (hereinafter referred to as -grantee-). II WHRnz"S the Grantor owns in fee a certain parcel of land situated B GIST. 0100, EEC. 096.00 OLK. 01.00, LOT. 019.001, in the County of Suffolk state of NOW York, u shown on RIBIEIT attached hereto i and hereby made part of this grant. NOW, TEMFCRB, NITMBSBTBI YIRBT, That for and in consideration of the mum on One Dollar (51.00) In hand paid by the Grantee to grantor, the recelpt of which is hereby acknowledged, the Grantor grants unto the grantee, its successor/ and aeeignm* the right, privilege and authority to Construct, place, operate, replace, remove, repair and maintain service linos, including buried cable, pedestals, conduits, manholes, polo and mob croeaarme, guys, stubs, anchors, cables, wires and fixtures as the grant" may from time to time deem necessary upon, over, under and along the said land and i the highways adjoining or upon said land, approximately as shown on Exhibit ' • together with the right of legroom and agrees to exercise all of the rights herein granted and with the right to trim any trees and roots along said lima, as reasonably necessary, to keep the said facilities free and clear from interference on said land and said i highways, sECONDo The exclusive and permanent right-cf-way and easement :bow described and herein conveyed is intended to prohibit the longitudinal or parallel occupmaay of maid easement strip by others, including grantor and to prohibit surface or subsurface structures or otherwise of others, including Orantor, which might damage or interfere with the operation and maintenance of Grantee's facilities without the prior written moment of Grantee, but is mot intended to prohibit crossing of maid masoment strip so long as much croemimge do not interfere with or prohibit the full use of the "aamrut herein granted. Grantor agrees with the Grant", on behalf of himself, his successors and "signs, and as a covenant running with the land, that the grde existing at the tier of execution of this grant of "/ement will remain undisturbed and unchanged. TBIRDi The Creator hereby grants unto the Grantee, its successors and assigns the right to permit the attachment of the cosm unication and electric service wires and facilities of other utility companies and to convey to such other companies an interest in the rights granted under this Grant. rOGtTa, It is a condition of this Grant that such corporation receiving this grant shall pay the mot of guarding adequately all excavations made by that corporation under this Grant and pay the cost to restore or repair any damage done by that corporation to the property of the Grantor while planing, replacing, relocating, operating, repairing, maintaining, renewing or removing its facilities, ad shall save harmless and indemnify the Grantor from my injury to its property, its employees or the public which may at any tims occur through the negligence of that corporation. Grantor has duly executed this grant the day and year first above written. I' rl I~.)N e L.S. Witness Arthur V. JunjieR/~e I L.B. witness Antionatte Fohie ~I V106723 AON 1 II STATE Or MEN SOAR ) L ) u., COUNTY opV ) On the Lthday of in the year before me, the 4de gn , pers onally appeared personally known to me or proved to me on the basis of ctory videnca to be the individual(a) whose name(m) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in pie/her/their capacity# and that by his/her/their ¦ignature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the I instrument. H I71 Notary )u/b-llc II II i ~I I, ioo S-18 Im v _ CSL CA(ilHdEi PLALE CAQLE.&J Ml o,J L,Xfz-.Lm& Coobol U6 i+e' s Z.4 eYi~rv+,;, O P.421 Extinw, F6u<c QO ~j Hut AI. 1•' Z V, MAP OF: 21855 CduJ7Y 12a 42, KEY IDDO-096-00-01-00-D19-001 PROPOSED LOCALITY: Cu7't-dosuE uG TOWN OF: SOUTHocb uA b6tr.9wJb CABLE ? COUNTY OF: SUFFOLK s STATE OF:. NEW YORK EXHIBIT ' S_0a REABEFE, N To: NEW YORK TELEPHONE CO. 501 NO, OCEAN AVE f•iiPw;; 'Y.'C~i: AATCNOOCE• N.Y. 11772 3: ai;31: ATT. NW BNPV. .;-rmua'd P%~^fi3 ROOM 4d CG:bZ+:O OS ~tl i.77;: '~CL'J3S COMMON DRIVEWAY DECLARATION I THIS INDENTURE made this ~p day of flANJUI, 2003, by Chris Mohr , residing at 147-6',91cot6 LAVE 11&0,LTftnnt-++o Ny 119'7, and Arthur Junge, residing at ` Lq mou.1+a J ~l LL Kd , LyMA-IV , ~1)<e, 44VfSLC Q~ New York, hereinafter referred to collectively as the "Declarants". WITNESSETH: WHEREAS, Declarants arc the owners of lards in the Town of Southold situate along the northerly side of Route 49, Cutchogue said lards being bounded acrd described in Schedule A (Joseph Schoenstein), and B (Arthur lunge), said schedules being annexed hereto and made a part hereof. WHEREAS, Declarants have agreed to create a common driveway for the purpose of ingress and egress to the above-described parcels of the land and for the installation of utilities and all other IawWl purposes in favor of these parcels, so that where will be a common access to serve both parcels; and WHEREAS. Declarants desire to provide for such shared driveway access to and from Colony Drive; NOW, THEREFORE, be it declared as follows: 1. The lots described above shall have a common driveway access to and from Route 49 over that portion of lard described in Schedule C. said schedule being annexed hereto and made a part hereof. Such driveway shall replace any existing driveways, now .existing on the Mohr property described in Schedule A annexed hereto. The new driveway shall be located upon the Junge property along the property line contiguous to the Mohr property. 2. The use of the premises described in Schedule C shall be subject to the following restrictions: a. The lot owners shall have the joint, equal, and mutual right to use the private roadway describers in Schedule C for the purpose of ingress and egress and placement of utilities. b. The terms "lot owner" or "lot owners" n used in this Declaration, shall be deemed to include any heirs, distributees, successors, or assigns of the particular lot owner or lot owners. i Page I of 4 lot owner and his/her heirs, distribute=, successors, and assigns, all of the conditions, obligations, i restrictions, and provisions of this Declaration. d. The word "maintenance, as used in this Declaration, shall be deemed to mean all costs and expenses in connection with said private roadway, including the costs of sweeping, resurfacing, regravelli» g, filling in of holes, and all those items necessary to make it convenient ~ and safe for the owners of the aforesaid lots to use the private roadway described in Schedule C. e. After the initial installation of the driveway at the sole cost of lunge, or his successor shall determine who maintenance or improvements shag be done on the road and the amount or money to be expended therefor. The owners of the lots dial] be responsible for equal portions of maintenance. C All lot owners agree that the roadway shall always be maintained to as to be passable by vehicles: both automobiles and tracks and this shall include prompt repair if any "potholes" or similar defects in the road which cause the roadway to become substandard. S. In the event either lot owner fag to pay their proportiotate share of maintenance expense within seven (7) days of notification of charges, such unpaid monies may be collected from the other lot owner. In this event, the lot owner having duly paid both their proportionate shares of expenses and those of the defi+ulting lot owner shag be doomed the contractor as defined in the New York Lien Law. The lot owner who has not paid hisllter proportionate share shall subject his/her real property to the tins of the lot owner who has paid his/her shah; of maintenance expanse. The lot owner who has paid their proportionate sham of expenses may also commence an action against the defaulting lot owner, in a court of appropriate jurisdiction, in order to recover the unpaid monies. In any action commenced against a defaulting lot owner, them shag be a presumption that the maintenance work for which monies ate owing was validly authorised by the other lot owner and was competently performed by the contractor who did the work. A defaulting lot owner shall be liable for all costs and expenses, including but not limited to attorney's fees which are incurred by the other lot owner in recovering the defhtriting lot owner's unpaid share orexpenses. h. Notwithstanding anything to the contrary herein, each and every lot owner shall repair at his/her sole cost and expense any damage don to the roadway by construction traffic, machinery, or other implements used in the construction of improvements on the particular lot owner's land. Any failure to make or pay for such repair nay be treated by the other lot owner as a default in the payment of maintenance expense, in accordance with subparagraph (g) above. 3. It is further agreed that a. the driveway shall be installed at the sole cost and expense of Junge or his successor in the interest in the property, Page 2 of 4 b. the width of the driveway shall remain 12 feet and shall not be widened without the written consent of lunge or his successor. c. the driveway shall be in conformance with all requirements ofthe Town of Southold but not be paved or otherwise improved with any type of impervious surfitcc; d. the location of the driveway shall not be changed without the consent of both parties or their respective successors. 4. This declaration is binding upon all grantees, heirs, distributees, successors, or assigns of any portion of lands described in Schedule A and B above. 5. This Common Driveway Declaration may not be revoked, rescinded, extinguished, modified or amended without the express written permission of a majority plus one of the Southold Town Planning Board or its legal successor, except that the provisions hereof which relate solely to the making or. repair or improvement decisions or the allocation of expanses among lot owners may be revoked or modified without such Board's approval. 6. Mohr makes no claim to have, at any time, any right, title, or interest in any part of the lends of Junge as set forth in Schedule A other than to the driveway created by this agreement in the area defined in Schedule C. IN WITNESS WHEREOF. the Declarants have hereunto set their hands and seals as of the day and year first above written. 64 W11 Arthur Junge Chris Mohr STATE OF NEW YORK) COUNTY OF SUFFOLK) On theA day or~ in the year 2003 before me, the undersigned personally appeared Arthur Jueg~omoo known to me or proved to me on the basis or setiswory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that holshelthey executed the am in hisfierAheir eapacity(es), and that by Page 3 of 4 hidim/their signature(s) on the instnurmt, the individual(s) or the person upon behalf of which the individual(s) acted, executed the instrument. Verolm F. Cidone , Notary Public, State of New York No: 52-4681408 otary Public Qualified in Suffolk County Commission Expires Dec.31 STATE OF NEW YORK) )aa: COUNTY OF SUFFOLK) l On the 16 day o in the year 2003 before mc, the undersigned personally appeared Chris Mohr, personally nown to me or proved to me the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that helshe/they executed the same in hislher/their eapacity(ies), and that by his/her/their signature(s) on the instrument, the individual(a), or the person upon behalf of which the individual(s) acted, executed the instrument. Veronioa F. Undone Notary ub io. state of Now York No. 52-4681408 Qualified in Suffolk MUM - Public Commission Expires Dec.31, Page 4 of 4 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK --------------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises ("Premises"): 21855 County Road 48 North side of County Road 48, west of Cox Lane Cutchogue, New York Section 96, Block 1, Lot 19.1 AAA `r - -X STATE OF ~llU ah SS.: COUNTY OF Coye 11 Arthur V. Junge, being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 96, Block 1, Lot 19.1 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for the upgrade/modification of its public utility wireless telecommunications facility. As such, I willfully cooperate with AT&T and its agents in obtaining any required Approvals. By:" ~ . Sworn to before me this J6ikay ofA-1Jemb??, 2012 TA X,5'0&~r9M III/,/ Z?Z,~F 6q~s'o`~N'YY?O ~v United States Code J United States Code TITLE 47 - TELEGRAPHS. TELEPHONES. AND RAnIOTELFGRAPHS J SUBCHAPTER TV J J - 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.I or the National Environmental Policy Act of 1969 [42 U,5_C-.1321 et seq.I. (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 perfcr;o such installation, construction, and maintenance. (7) 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)- (i) in consideration of the public 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 Act of 1996 or any other provision of law, and not later than 60 days after February 22, 2012, the Administrator of General Services shall - (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 10,1 of title 10. ( Pub.L. 112-96, title VI, Sec. 6409, Feb. 22, 201" 126 Srat. J1:. ) REFERENCES IN TEST Section 704 of the Telecommunications Act of 1996, referred to in subsecs..(a)j1) 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 subset. (a)0), is Pub.L. 89-665, Oct. 15, 1966, 80 Stat. 915, which is classified generally to subchapter II (Sec. 470 et seq.i of chapter lA of Title L6, Conservation. For complete classification of this AC, the Cods=, ser section 470(a) of this title and Tables. The National Environmental Policy Act of 1969, referred to in subset. (a)(3), is Pub.L. 91-190, Jan. 1, 1970, 83 Stat. 852, which is classified generally to chapter 55 (Sec. 4321 et seg.) 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 p 2012 CCH Incorporated or its affiliates TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NE~b' YORK --------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises ('Premises"): 21855 County Road 48 North side of County Road 48, west of Cox Lanc Cutchogue, New York j i Section 96, Block 1, Lot 19.1 ~-~Z STATE OF A-,";" _ _ a~ 'Lx r SS.: COUNTY OF Arthur V. Jung e, being duly sworn, deposes and says: I am the omnor in fcc of the premises known as Section 96, Block I, Lot 19.1 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless PCS, LLC ('A-I'&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for the upgrade/modification of its public utility wireless telecommunications facility. Assuch, I will fully cooperate with AT&T and its agents in obtaining any required Approvals. By': Sworn to before me this ,,14~day of/-, ' 2012 TA ,,IrV UI Yv A~NBy rrA \ t PAUL j. FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 250 East Broad Street • Suite 1500 • Columbus, Ohio 43 2 1 5-3 708 Date: December 18, 2012 Steve Tuttle Paul J Ford and Company Crown Castle USA Inc. 250 E. Broad Street, Suite 1500 8 Parkmeadow Drive Columbus, OH 43215 Pittsford, NY 14534 614.221.6679 585.899.3445 bkermode@pjfweb.com Subject: Structural Modification Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: NYCENY1027 Carrier Site Name: CUTCHOGUE Crown Castle Designation: Crown Castle BU Number: 806579 Crown Castle Site Name: NY CUTCHOGUE 958280 Crown Castle JDE Job Number: 198760 Crown Castle Work Order Number: 561648 Engineering Firm Designation: Paul J Ford and Company Project Number: 37512-2161 BP R1 Site Data: 21855 COUNTRY RD, CUTCHOGUE, Suffolk County, NY Latitude 41° 1'46.57", Longitude -72° 29'50.29" 108.5 Foot - Monopole Tower Dear Steve Tuttle, Paul J Ford and Company is pleased to submit this "Structural Modification Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 510864, in accordance with application 157087, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level-for the structure and foundation, under the following load case, to be: LC4.7: Modified Structure wl Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Tables and Table II for the proposed and existing/reserved loading, respectively. The structural analysis was performed for this tower in accordance with the requirements of the ANSIMA-222- G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas", with ANSIrFIA-222-G- 1-2007 and ANSI(TIA-222-G-2-2009 Addenda using a 3-second gust wind speed of 120 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1. All modifications and equipment proposed in this report shall be installed in accordance with the attached drawings for the determined available structural capacity to be effective. We at Paul J Ford and Company appreciate th uNjg viding our continuing professional services to you and Crown Castle USA Inc. If you have Q urther assistance on this or any other projects please give us a call QP p ~ a~ ~g~• .9r? it Respectfully submitted by: W ~zsaR Q 00 r~r~ yrf.K ~w C t;. Brian K. Kermode, PE, SE "b 3 07982 Project Engineer AgOFES~ tnxTower Report - version 6.0.3.0 JAN 1 8 2013 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A TNX Tower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 3 1) INTRODUCTION This tower is a 108.5 ft Monopole tower designed by ENGINEERED ENDEAVORS, INC. in August of 1991. The tower was originally designed for a wind speed of 80 mph per EIA-222-D. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of the ANSI/TIA-222- G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas", with ANSI/TIA-222-G- 1-2007 and ANSI/TIA-222-G-2-2009 Addenda using a 3-second gust wind speed of 120 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1. Table 1 - Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 3 alcatel lucent 9442 RRH 700 3 alcatel lucent 9442 RRH AWS DBXNH-6565A-A2M w/ 70.0 70.0 3 andrew Mount Pipe I 1 ( 3/8 _ 2 3/4 3 andrew DBXNH-8585A-A2M w/ i Mount Pipe 1 raycap DC6-48-60-18 8F tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 4 Table 2 - Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna of Antenna Model of Feed Line Note Level (ft) Elevation Antennas Manufacturer Lines Size (in) (ft) 110.0 6 kathrein 800 10504 w/ Mount Pipe 12 1-5/8 108.0 108.0 1 tower mounts T-Arm Mount [TA 702-3] 1 3/6 i 3 antel BXA-171090/8CF w/ Mount Pipe 104.0 2 6 antel BXA-70090/4CF w/ Mount 102.0 ! Pipe 6 rfs celwave FD9R6004 102.0 1 tower mounts Platform Mount [LP 602-1] j 12 7/8 1 3/8 1 100.0 1 comsat rsi A-18A24N-U 3 andrew E15SO8P80 3 andrew E15S09P94 90.0 6 andrew TMBXX-6516-R2M w/ 88.0 Mount Pipe 24 7/8 1 6 ems wireless RR65-19-02DP w/ Mount Pipe 88.0 1 tower mounts T -Arm Mount [TA 602-3] 78.0 1 tower mounts Platform Mount [LP 303-1] 78.0 80.0 12 decibel DB845N65ZAXT w/ 12 7/8 1 Mount Pipe 6 andrew ETD819G-12UB 6 andrew ETM19OG-12UB 6 clearcomm CCDP-565-1W 12 718 1 technologies 70.0 70.0 3 kathrem 800 10121 w/ Mount Pipe 3 powerwave 7250.02 w/ Mount Pipe technologies 3 3 powerwave technologies 7770.00 w/ Mount Pipe j 1 tower mounts T-Arm Mount [TA 601-3] 1 30.0 30.0 1 maxrad GPS-TMG-26NMS 1 1/2 2 1 tower mounts Pipe Mount [PM 601-1] Notes: 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 5 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS FDH, 04-1016E, 10/12/2004 949960 CCISITES 4-POST-MODIFICATION pJF, 41704-0162, 12/5/2005 1150968 CCISITES INSPECTION 4-POST-MODIFICATION GPD, 2010111.68, 8/26/2010 2710931 CCISITES INSPECTION 4-TOWER FOUNDATION NYNEX, 7/31/1991 260900 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER REINFORCEMENT GPD/Aero, 2010111.14, 5/26/10 2619474 CCISITES DESIGN/DRAW INGS/DATA 4-TOWER STRUCTURAL pJF, 37512-2161, 8/23/12 3309282 CCISITES ANALYSIS REPORTS 3.1) Analysis Method tnxTower (version 6.0.3.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Monopole was reinforced in conformance with the referenced modification drawings. 5) Monopole will be reinforced in conformance with the attached proposed modification drawings. 6) Existing 2.5" diameter Dywidag anchors have been considered to be ineffective due to capacity of anchor brackets. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 6 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section Elevation (ft) Component Size Critical P (K) SF'P allow I I Y Pass /Fail No. Type EI I (K) Capacity 1-1 108.5 - 100.5 Pole TP12x12x0.375 1 -1.91 431.40 26.6 Pass L2 100.5 - 100 Pole TP14.5xl2x0.375 , 2 -1.92 431.40 26.6 Pass - j L3 i 100-82.25 Pole TP18.5568z14.5x01875 3 -3.89 785.63 89.5 Pass ___.._m 14 82 25 Pole TP18.7663x18.5568x0 4923 4 -4.03 2135.41 35.6 Pass 81.3333 L5 81.3333 Pole TP19.8329x18.7663z1 0545 5 -6.65 4700.05 22,2- pass 76.6667 L6 76 6667 - Pole TP20.5387x19.8329x0 4547 6 -7.12 2167.58 52.3 pass 73.5787 1-7 j 73 5787 - Pole TP21.7666x20.53870927 7 -10.70 4585.23 35.2 Pass 66.4167 1-8 j 66 4167 pole TP23.1648z21.766644801 8 -11.98 2584.97 73.6 pass 60.17 vL9 60.17- Pole TP29.0368x23.164804966 9 -17.46 3255.05 91.8 pass 33.9351 L10 33.9351 - Pole TP29.2292x27. 11930.5393 10 -20.27 3672.53 92.5 pass 30.5 Lt t 30-5 - 28.75 Pole TP29.6177x29 22920.5905 11 -20.87 4068.51 85.6 Pass 1-12 ; 2875- Pole j TP32.4203x29.6177x0 6252 12 -25.22 471T67 85.0 Pass 16.125 L13 16,125- Pole TP33.1418x32.420346135: 13 -26.38 4736.21 87.3 Pass 12.875 : : - L14 12.875- Pole TP34.1963x33.1418x0.6385 14 -28.16 5085.22 85.0 Pass 8.125 L15 :8.125 - 5.875 Pole TP34.6958x34.1963x0.5937 15 -28.98 4805.25 91.5 Pass 1-16 5,875 - 4.5 Pole TP35 001 x34 6958x0 5923. 16 29.48 4836.94 91.9 Pass L17 4.5-3.5 Pole TP35.223x35.0010.6653 ! 17 -29.89 5457.21 82.5 Pass L18 3.5-0 Pole TP36x35.2234.5908 18 -31.20 4965.31 92.8 Pass Summary Pole (1-10) 92.8 Pass RATING 92.8 Pass tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 7 Table 5 - Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass I Fail 1 Anchor Rods 0 77.9 i Pass . 11 - 1 Base Plate 0 92.8 Pass 1 Base Foundation 0 75.3 Pass Steel _ ase Foundation 1 2 B _ Soil Interaction 0 46.1 Pass 1 Extension Connection 100 25.7 Pass Structure Rating (max from all components) = 92.8% Notes: 1) See additional documentation in "Appendix C -Additional Calculations" for calculations supporting the % capacity consumed. 2) Foundation Analysis Notes: According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee, held in January 2010, the existing caisson foundation was analyzed using the methodology in the software'PLS-Caisson' (Version 8.10, or newer, by Power Line Systems, Inc.). Perthe methods in PLS-Caisson, the soil reactions of cohesive soils are calculated using 8CD independent of the depth of the soil layer. The depth of soil to be ignored at the top of the caisson is the greater of the geotechnical report's recommendation, the frost depth of the site or half of the caisson diameter. 4.1) Recommendations See attached modification drawings. tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 8 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 9 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County, New York. Basic wind speed of 120 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals J Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification J Use Clear Spans For Wind Area Ignore Redundant Members in FEA J Use Code Stress Ratios J Use Clear Spans For KUr SR Leg Bolts Resist Compression J Use Code Safety Factors - Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice J Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz J Use Azimuth Dish Coefficients J Consider Feedline Torque Use Special Wind Profile J Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque Arm Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ff ft K Sides in in in in Li 108.50-100 50 8.00 0.00 Round 12.0000 12.0000 0.3750 A53-B-35 (35 ksi) L2 100.50-100.00 0.50 0.00 Round 12.0000 14.5000 0.3750 A53-B-35 (35 ksi) L3 100.00-82.25 17.75 0.00 12 14.5000 18.5568 0.1875 0.7500 A572-65 (65 ksi) L4 82.25-81.33 0.92 0.00 12 18.5568 18.7663 0.4923 1.9694 Reinf 65.00 ksi (65 ksi) L5 81.33-76.67 4.67 0.00 12 18.7663 19.8329 1.0545 4.2182 Reinf 65.00 ksi (65 ksi) L6 76.67-73.58 3.09 0.00 12 19.8329 20.5387 0.4547 1.8189 Reinf 65.00 ksi (65 ksi) L7 73.58-66.42 7.16 0.00 12 20.5387 21.7666 0.9270 3.7081 Reinf 65.00 ksi (65 ksi) 1_8 66.42-60.17 6.25 0.00 12 21.7666 23.1648 0.4801 1.9204 Paint 65.00 ksi tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 10 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius It ft ft Sides in in in in (65 ksi) L9 60.17-33.94 26.23 4.13 12 23.1648 29.0368 0.4966 1.9864 Reinf 65.00 ksi (65 ksi) L10 33.94-30.50 7.56 0.00 12 27.1193 29.2292 0.5393 2.1573 Reinf 65.00 ksi (65 ksi) L11 30.50-28.75 1.75 0.00 12 29.2292 29.6177 0.5905 2.3622 Reinf 65.00 ksi (65 ksi) L12 28.75-16.13 12.63 0.00 12 29.6177 32.4203 0.6251 2.5006 Reinf 65.00 ksi (65 ksi) L13 16.13-12.88 3.25 0.00 12 32.4203 331418 0.6135 2.4538 Reinf 65.00 ksi (65 ksi) L14 12.88-8.13 4.75 0.00 12 331418 34.1963 0.6385 2.5538 Reinf 65.00 ksi (65 ksi) L15 8.13-5.88 2.25 0.00 12 34.1963 34.6958 0.5937 22747 Reinf 65.00 ksi (65 ksi) L16 5.88-4.50 1.38 0.00 12 34.6958 35.0010 0.5923 2.3691 Reinf 65.00 ksi (65 ksi) L17 4.50-3.50 1.00 0.00 12 35.0010 352230 0.6653 2.6614 Reinf 65.00 ksi (65 ksi) L18 3.50-0.00 3.50 12 35.2230 36.0000 0.5908 2.3632 Reinf 65.00 ksi (65 ksi) Tapered Pole Properties Section Tip Dia. Area I r C I/C J It/Q w w/t in in2 in4 in in in' in' Ind in L1 12.0000 13.6954 231.5276 4.1152 6.0000 38.5879 462.4244 6.8436 0.0000 0 12.0000 13.6954 231.5276 4.1152 6.0000 38.5879 462.4244 6.8436 0.0000 0 L2 12.0000 13.6954 231.5276 4.1152 6.0000 38.5879 462.4244 6.8436 0.0000 0 14.5000 16.6406 4152261 5.0003 7.2500 57.2864 829.5207 8.3153 0.0000 0 L3 15.0115 8.6412 225.9382 5.1239 7.5110 30.0810 457.8120 4.2529 3.3835 18.045 19.2114 11.0905 477.6622 6.5762 9.6124 49.6922 967.8732 5.4584 4.4707 21844 L4 19.2114 28.6382 1192.8392 6.4671 9.6124 124.0935 2417.0156 14.0949 3.6538 7.421 19.4283 28.9704 1234.8277 6.5421 9.7210 127.0274 2502.0958 14.2583 17099 7.535 L5 19.4283 60.1425 24081942 6.3408 9.7210 247.7323 4879.6544 29.6003 2.2032 2.089 20.5325 63.7641 2869.9642 6.7226 10.2734 279.3579 5815.3255 31.3827 2.4890 2.36 L6 20.5325 28.3735 1359.9517 6.9374 10.2734 132.3756 2755.6309 13.9646 4.0966 9.009 21.2632 29.4069 1514.0213 7.1900 10.6390 142.3083 3067.8176 14.4732 4.2857 9.425 L7 21.2632 58.5408 2873.9023 7.0210 10.6390 270.1285 5823.3052 28.8120 3.0199 3.258 22.5345 62.2063 3448.2575 7.4606 11.2751 305.8290 6987.1045 30.6161 32490 3.613 L8 22.5345 32.9080 1903.2532 7.6206 11.2751 168.8012 3856.5070 16.1963 4.5468 9 47 23.9820 35.0695 2303.4593 8.1211 11.9994 191.9652 4667.4331 17.2601 4.9215 10.251 L9 23.9820 36.2483 2377.4273 8.1152 11.9994 198.1295 4817.3122 17.8403 4.8772 9.821 30.0611 45.6382 4744.9087 10.2174 15.0411 315 4637 9614.4715 22 4617 6.4509 12.99 L10 29.2684 46.1599 4162.5632 9.5156 14.0478 296.3141 8434.4816 22.7185 5.8226 10.796 30.2603 49.8240 5234.5727 10.2710 15.1407 345.7282 10606.663 24.5219 6.3880 11.844 4 111 30.2603 54.4575 5700.9642 10.2526 15.1407 376.5320 11551.699 26.8023 61508 10.585 0 30.6625 55.1962 5936.1304 10.3917 15.3420 386.9214 12028.209 27.1659 6.3549 10.761 6 L12 30.6625 58.3614 6261.5803 10.3793 15.3420 408.1345 12687.659 28.7237 6.2621 10.017 3 315640 64.0032 8258.6741 11.3827 16.7937 491.7711 16734.312 31.5004 7.0132 11.219 9 L13 33.5640 62.8294 8113.1832 11.3869 16.7937 483.1077 16439 508 30.9227 7.0446 11.483 8 34.3109 64.2546 8677.8987 11.6452 17.1675 505.4852 17583.175 31.6242 7.2379 11.799 4 L14 34.3109 66.8217 9010.7365 11.6362 17.1675 524.8729 18258195 32.8876 7.1709 11.232 1 35.4026 68.9896 9916.4794 12.0137 17.7137 559.8203 20093.475 33 9546 7.4535 11.674 7 L15 35.4026 64.2364 9257.9251 12.0297 17.7137 522.6426 18759 066 31.6152 7.5735 12.757 2 35.9197 65.1913 9676.9303 12.2086 17.9724 538.4324 19608.084 32.0852 7.7074 12.982 3 tnzTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI SU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 11 Section Tip Dia. Area I r C I/C J lt/Q w w/t in tn2 Of in in in3 in' in2 in L16 35.9197 65.0391 9655.1449 12.2091 17.9724 537.2203 19563.941 32.0103 7.7112 13.02 2 36.2357 65.6213 9916.7331 12.3183 181305 546.9631 20093.989 32.2968 7.7930 13.158 7 L17 36.2357 73.5606 11069.367 12.2922 18.1305 610.5373 22429.539 36.2043 7.5972 11 Alb 2 0 36.4656 74.0362 11285.458 12.3716 18.2455 618.5330 22867.397 36.4384 7.6567 11.508 1 7 L18 36.4656 65.8846 10086.262 12.3983 18.2455 552.8075 20437.502 32.4264 7.8564 13.298 8 9 37.2699 67.3627 10780 468 12.6765 18.6480 578.1032 21844.152 33.1539 8.0646 13.65 5 0 Tower Gusset Gusset Gusset GradeAdjust. Factor Adjust Weight Mult. Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals It ft, in in in L1 108.50- 1 1 1 100.50 L2 100.50- 1 1 1 100.00 L3100.00- 1 1 1 82.25 L4 82.25- 1 1 1 81.33 L581.33- 1 1 1 76.67 L6 76.67- 1 1 1 73.58 L7 73.58- 1 1 1 66.42 L8 66.42- 1 1 1 60.17 19 60.17- 1 1 1 33.94 L10 33.94- 1 1 1 30.50 L11 30.50- 1 1 1 28.75 L12 28.75- 1 1 1 16.13 L1316.13- 1 1 1 12.88 L1412.88- 1 1 1 8.13 L15 8.13-5.88 1 1 1 L16 5.88-4.50 1 1 1 L17 4.50-3.50 1 1 1 L18 3.50-0.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Ley ft _ ft2 plf 860 10033(3/8) C No CaAa (Out Of 108.00-000 1 No ice 0.00 0.00 Face) 1/2" Ice 0-00 0.50 1" Ice 0.00 1.61 AT158J50(1 5/8") C No CaAa (Out Of 108.00 - 0.00 10 No Ice 0.00 0.70 Face) 1/2' Ice 0.00 2.21 1" Ice 0.00 4.34 AT158J50(1 5/8") C No CaAa (Out Of 108.00 - 0.00 2 No Ice 0.20 0.7C Face) 1,12 Ice 0.30 221 1" Ice 0.40 4.34 LDF2-50A(3/8") C No Inside Pole 100,00-000 1 No Ice 0.00 0.08 1/2' Ice 0.00 0.08 1" Ice 0.00 0.08 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 12 Description Face Allow Component Placement Total C.4A Weight or Shield Type Number Le It ft'At PM LDF5-50A(7/8") C No Inside Pole 100.00-000 12 No Ice 0.00 0.33 - 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 LDF5-50A(7/8") C No Inside Pole 90.00-0.00 24 No Ice 0.00 0.33 1/2" Ice 0.00 033 1" Ice 0.00 0.33 VXL5-50(7/8") C No Inside Pole 80.00-000 12 No Ice 0.00 0.29 1/2° Ice 0.00 0.29 1" Ice 0.00 0.29 LDF5-50A(7/8") C No Inside Pole 70.00 - 0.00 12 No Ice 0.00 0.33 1/2" Ice 0.00 0.33 1" Ice 0.00 0.33 FB-L98B-002-125000( C No Inside Pole 70.00-0,00 1 No Ice 0.00 0.06 3/8) 1/2" Ice 0.00 0.06 1" Ice 0.00 0.06 WR-VG86ST-BRD( C No Inside Pole 7000-0.00 2 No Ice 0.00 0.59 3/4) 1/2" Ice 0.00 0.59 1" Ice 0.00 0.59 LDF4-50A(1 12") C No CaAa (Out Of 30.00-0.00 1 No Ice 0.00 0.15 Face) 1/2" Ice 0.00 0.84 1" Ice 0.00 2.14 Aero MP3-08 C No CaAa (Out Of 30.50 - 0.00 1 No Ice 0.47 0.00 Face) 1/2" Ice 0.58 0.00 1" Ice 0.69 0.00 Aero MP3-06 C No CaAa (Out Of 8250-3050 1 No Ice 0.43 0.00 Face) 1/2" Ice 0.55 0.00 1" Ice 0.66 0.00 Feed Line/Linear Appurtenances Section Areas Tower Tower Face Aa AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft fe ft1 ft, fi= K Ll 108.50-100.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 2.967 0.06 L2 100.50-100.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.198 0.00 L3 100.00-82.25 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 7.130 0.28 L4 82.25-81.33 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.761 0.02 L5 81.33-76.67 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 3.873 0.11 L6 76.67-73.58 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 2.563 0.07 L7 73.58-66.42 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.944 019 L8 66.42-60.17 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.184 0.18 L9 60.17-33.94 A 0.000 0.000 0 000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 21.773 0.76 L10 33.94-30.50 A 0,000 DODO 0000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 2.851 010 111 30.50-28 75 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0 .ODD 1.509 0.05 L12 28.75-16.13 A 0.000 0.000 0.000 0.000 0.00 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 13 Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n It ft' ftz ftz it, B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 10.886 0.37 L13 16.13-12.88 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 2,802 0.09 L14 12.88-8.13 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 4.096 0.14 L15 8.13-5.88 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.940 0.07 L16 5.88-4.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.186 0.04 L17 4.50-3.50 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.862 0.03 L18 3.50-0.00 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 3.018 0.10 Feed Line/Linear Appurtenances Section Areas -With Ice Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft' ft, ftz ftz K L1 108.50-100.50 A 1.683 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 8.017 0.80 L2 100.50-100.00 A 1.676 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.533 0.05 L3 100.00-82.25 A 1.660 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 19.007 1.99 L4 82.25-81.33 A 1.643 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.698 0.11 L5 81.33-76.67 A 1.637 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 8.626 0.55 L6 76.67-73.58 A 1.629 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.692 0.36 L7 73.58-66.42 A 1.617 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 13.150 0.85 L8 66.42-60.17 A 1.601 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 11.407 0.75 L9 60.17-33.94 A 1.553 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 47.117 3.07 L10 33.94-30.50 A 1.496 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 6.169 0.40 L11 30.50-28.75 A 1.484 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 3.125 0.20 L12 28.75-16.13 A 1.443 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 22.219 1.42 L13 16.13-12.88 A 1.382 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.596 0.35 L14 12.88-8.13 A 1.338 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 tnxTower Report - version 6.0.3.0 L December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 14 Tower Tower Face Ice AR Ar CA4A CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in /<T ft ft' ft, C 0.000 0.000 0.000 8.049 0.49 L15 8.13-5.88 A 1.284 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 3.738 0.22 L16 5.88-4,50 A 1.247 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 2.252 0.13 L17 4.50-3.50 A 1.215 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.618 0.09 L18 3.50-0.00 A 1.118 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.452 0.30 Feed Line Center of Pressure Section Elevation CPx CPz CPx CPi Ice Ice It in in in in L1 108.50-100.50 -0.3514 0.2029 -0.5703 0,3293 L2 100.50-100.00 -0.3783 0.2184 -0.6242 0.3604 L3 100.00-82.25 -0.3940 0.2275 -0.6917 0.3994 L4 82.25-81.33 -0.6871 0.3967 -1.0015 0.5782 L5 81.33-76.67 -0.6950 0.4012 -1.0199 0.5889 L6 76.67-73.58 -0.7053 0.4072 -1.0445 0.6031 L7 73.58-66.42 -0.7158 0.4133 -1.0697 0.6176 L8 66.42-6017 -0.7291 0.4210 -1.1017 0.6361 L9 60.17-33.94 -07609 0.4393 -1.1783 0.6803 1-10 33.94-30.50 -0.7803 0.4505 -1.2325 0.7116 L11 30.50-28.75 -0.8076 0.4663 -1.2441 0.7183 L12 28.75-16.13 -0.8183 0.4724 -1.2637 0.7296 L13 16.13-12.88 -0.8291 0.4787 -1.2783 0.7380 L14 12.88-8.13 -0.8343 0.4817 -1.2808 0.7395 L15 8.13-5.88 -0.8386 0.4842 -1.2781 0.7379 L16 5.88-4.50 -0.8408 0.4854 -1.2735 0.7352 L17 4.50-3.50 -0.8422 0.4862 -1.2681 0.7322 L18 3.50-0.00 -0.8448 0.4878 -1.2469 0.7199 Shielding Factor Ka Tower Feed Line Description Feed Line K. K, Section Record No. Segment No Ice Ice Elev. Discrete Tower Loads Description Face Offset Offsets' Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert It it rt' ft' K ft If (2) 800 10504 w/ Mount A From Leg 4 00 0.0000 108.00 No Ice 3.59 3.18 0.04 Pipe 000 112" 4.01 3.91 0.07 2.00 Ice 4.42 4.58 0.11 1' Ice (2) 800 10504 w/ Mount B From Leg 4 00 0.0000 108.00 No Ice 3 59 3.18 0.04 Pipe 0.00 1/2' 4 01 3.91 0.07 2.00 Ice 4 42 4.58 0.11 V Ice (2) 800 10504 w/ Mount C From Leg 4 00 0.0000 108.00 No Ice 3 59 3.18 0.04 Pipe 0.00 112' 4 01 3.91 0.07 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 15 Description Face Offset Offsets: Azimuth Placement CAAA CAAA weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft it ft, ft2 K ft ft 2.00 Ice 4.42 4.58 0.11 1" Ice T-Arm Mount [TA 702-31 C None 0.0000 108.00 No Ice 5.64 5.64 0.34 1/2" 6.55 6.55 0.43 Ice 7.46 7.46 0.52 1" Ice (2) BXA-70090/4CF w/ A From Leg 4.00 0.0000 102.00 No Ice 3.97 3.88 0.03 Mount Pipe 0.00 112" 4.39 4.49 0.07 2.00 Ice 4.83 5.12 0.11 1" Ice (2) BXA-70090/4CF w/ B From Leg 4.00 0.0000 102.00 No Ice 3.97 3.88 0.03 Mount Pipe 0.00 112" 4.39 4.49 0.07 2.00 Ice 4.83 5.12 0.11 1" Ice (2) BXA-70090/4CF w/ C From Leg 4.00 0.0000 102.00 No Ice 3.97 3.88 0.03 Mount Pipe 0.00 1/2" 4.39 4.49 0.07 2.00 Ice 4.83 5.12 011 1" Ice BXA-171090/8CF w/ A From Leg 4.00 0.0000 102.00 No Ice 3.16 3.33 0.03 Mount Pipe 0.00 112" 3.53 3.94 0.06 2.00 Ice 3.94 4.56 0.10 1" Ice BXA-171090/8CF w/ B From Leg 4.00 0.0000 102.00 No Ice 3.16 3.33 0.03 Mount Pipe 0.00 1/2" 3.53 3.94 0.06 2.00 Ice 3.94 4.56 0.10 1" Ice BXA-171090/8CF w/ C From Leg 4.00 0.0000 102.00 No Ice 3.16 3.33 0.03 Mount Pipe 0.00 1/2" 153 3.94 0.06 2.00 Ice 3.94 4.56 0.10 1" Ice (2) FD9R6004 A From Leg 4.00 0.0000 102.00 No Ice 0.37 0.08 0.00 0.00 1/2" 0.45 0.14 0.01 2.00 Ice 0.54 0.20 0.01 1" Ice (2) FD9R6004 B From Leg 4.00 0.0000 102.00. No Ice 0.37 0.08 0.00 0.00 1/2" 0.45 0.14 0.01 2.00 Ice 0.54 0.20 0.01 1" Ice (2) FD9R6004 C From Leg 4.00 0.0000 102.00 No Ice 0.37 0.08 0.00 0.00 1/2" 0.45 0.14 0.01 2.00 Ice 0.54 0.20 0.01 1" Ice 8-ft Ladder C None 0.0000 102.00 No Ice 7.07 7.07 0.04 1/2" 9.73 9.73 0.07 Ice 11.19 11.19 0.08 1" Ice Platform Mount [LP 602-11 C None 0.0000 102.00 No Ice 32.03 3203 .1.34 1/2" 38.71 38.71 1.80 Ice 45.39 45.39 2.26 1" Ice (2) TMBXX-6516-R2M wl A From Leg 4.00 0.0000 88.00 No Ice 6.18 4.53 0.05 Mount Pipe 0.00 1/2" 6.65 5.20 0.10 2.00 Ice 7.14 5.90 0.16 1" Ice (2) TMBXX-6516-R2M w/ B From Leg 4.00 0.0000 88.00 No Ice 6.18 4.53 0.05 Mount Pipe 0.00 1/2" 6.65 5.20 0.10 2.00 Ice 7.14 5.90 0.16 1" Ice (2) TMBXX-6516-R2M w/ C From Leg 4.00 0.0000 88.00 No Ice 6.18 4.53 0.05 Mount Pipe 0.00 1/2" 6.65 5.20 0.10 2.00 Ice 7.14 5.90 0.16 1" Ice (2) RR65-19-02DP w/ A From Leg 4.00 0.0000 88.00 No Ice 6.10 4.41 0.04 tnxTower Report - version 6.0.3.0 E December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 16 Description Face Offset Offsets: Azimuth Placement CnAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral I Vert ft ft ft' ft, K ft ft Mount Pipe 0.00 1/2" 6.67 5.62 0.09 2.00 Ice 7.19 6.50 0.14 1" Ice (2) RR65-19-02DP w/ B From Leg 4.00 0.0000 88.00 No Ice 610 4.41 0.04 Mount Pipe 0.00 1/2" 6.67 5.62 0.09 100 Ice 719 6.50 0.14 1" Ice (2) RR65-19-02DP w/ C From Leg 4.00 0.0000 88.00 No Ice 6.10 4.41 0.04 Mount Pipe 0.00 1/2" 6.67 5.62 0.09 2.00 Ice 7.19 6.50 0.14 1" Ice E15S09P94 A From Leg 4.00 0.0000 88.00 No Ice 0.66 0.37 0.01 0.00 112" 0.78 0.46 0.02 2.00 Ice 0.90 0.56 0.03 1" Ice E15S09P94 B From Leg 4.00 0.0000 88.00 No Ice 0.66 0.37 0.01 0.00 1/2" 0.78 0.46 0.02 2.00 Ice 0.90 0.56 0.03 1" Ice E15S09P94 C From Leg 4.00 0.0000 88.00 No Ice 0.66 0.37 0.01 0.00 1/2" 0.78 0.46 0.02 2.00 Ice 0.90 0.56 0.03 1" Ice E15S08P80 A From Leg 4.00 0.0000 88.00 No Ice 0.47 0.19 0.01 0.00 1/2" 0.57 0.26 0.01 2.00 Ice 0.67 0.33 0.02 1" Ice E15S08P80 B From Leg 4.00 0.0000 88.00 No Ice 0.47 0.19 0.01 0.00 112" 0.57 0.26 0.01 2.00 Ice 0.67 0.33 0.02 1" Ice E15SO8P80 C From Leg 4.00 0.0000 88.00 No Ice 0.47 0.19 0.01 0.00 1/2" 0.57 0.26 0.01 2.00 Ice 0.67 0.33 0.02 1" Ice T-Arm Mount [TA 602-3) C None 0.0000 88.00 - No Ice 11.59 11.59 0.77 1/2" 15.44 15.44 0.99 Ice 19.29 19.29 1.21 1" Ice (4) DB845N65ZAXT w/ A From Leg 4.00 0.0000 78.00 No Ice 6.07 6.39 0.04 Mount Pipe 0.00 1/2" 6.61 7.33 0.10 2.00 Ice 7.14 8.16 0.16 1" Ice (4) DB845N65ZAXT wl B From Leg 4.00 0.0000 78.00 No Ice 6.07 6.39 0.04 Mount Pipe 0.00 1/2" 6.61 7.33 0.10 2.00 Ice 7.14 8.16 0.16 1" Ice (4) DB845N65ZAXT wl C From Leg 4.00 0.0000 78.00 No Ice 6.07 6.39 0.04 Mount Pipe 0.00 1/2" 6.61 7.33 0.10 2.00 Ice 7.14 8.16 0.16 1" Ice Platform Mount (LP 303-11 C None 0.0000 80.00 No Ice 14.66 14.66 1.25 1/2° 18.87 18.87 1.48 Ice 23.08 23.08 1.71 1" Ice 800 10121 w/ Mount Pipe A From Leg 4.00 0.0000 70.00 No Ice 6.03 4.95 0.07 0.00 112" 6.71 6.02 0.12 0.00 Ice 7.30 6.81 0.18 1" Ice 800 10121 w/ Mount Pipe B From Leg 4.00 0.0000 70.00 No Ice 6.03 4.95 0.07 0.00 1/2" 6.71 6.02 0.12 0.00 Ice 7.30 6.81 0.18 1" Ice tnxTOwer Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 17 Description Face Offset Offsets: Azimuth Placement CAAn C.An Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert It ft /t' ft K R It 800 10121 w/ Mount Pipe C From Leg 4.00 0.0000 70.00 No Ice 6.03 4.95 0.07 0.00 1/2" 6.71 6.02 0.12 0.00 Ice 7.30 6.81 0.18 1" Ice (2) ETD819G-12UB A From Leg 4.00 0.0000 70.00 No Ice 2.15 0.48 0.03 0.00 1/2" 2.35 0.60 0.04 0.00 Ice 2.55 0.74 0.06 1" Ice (2) ETD819G-12UB B From Leg 4.00 0.0000 70.00 No Ice 2.15 0.48 0.03 0.00 1/2" 2.35 0.60 0.04 0.00 Ice 2.55 0,74 0.06 1" Ice (2) ETD819G-12UB C From Leg 4.00 0.0000 70.00 No Ice 2.15 0.48 0.03 0.00 1/2" 2.35 0.60 0.04 0.00 Ice 2.55 0.74 0.06 1" Ice (2) ETM190G-12UB A From Leg 4.00 0.0000 70.00 No Ice 1.06 0 45 0.02 0.00 1/2" 1.21 0.57 0.02 0.00 Ice 1.37 0.71 0.03 1" Ice (2) ETM190G-12UB B From Leg 4.00 0.0000 70.00 No Ice 1.06 0.45 0.02 0.00 1/2" 1.21 0.57 0.02 0.00 Ice 1.37 0.71 0.03 1" Ice (2) ETM190G-12US C From Leg 4.00 0.0000 70.00 No Ice 1.06 0.45 0.02 0.00 1/2" 1.21 0.57 0.02 0.00 Ice 1.37 0.71 0.03 1" Ice (2) CCDP-565-1 W A From Leg 4.00 0.0000 70.00 No Ice 0.52 0.16 0.01 0.00 1/2" 0.62 0.23 0.01 0.00 Ice 0.73 0.31 0.01 1" Ice (2) CCDP-565-1 W B From Leg 4.00 0.0000 70.00 No Ice 0.52 0.16 0.01 0.00 1/2" 0.62 0.23 0.01 0.00 Ice 0.73 0.31 0.01 1" Ice (2) CCDP-565-1 W C From Leg 4.00 0.0000 70.00 No Ice 0.52 016 0.01 0.00 1/2" 0.62 0.23 0.01 0.00 Ice 0.73 0.31 0.01 1" Ice DBXNH-6565A-A2M w/ A From Leg 4.00 0.0000 70.00 No Ice 6.31 4.95 0.06 Mount Pipe 0.00 1/2" 6.86 5.82 0.11 0.00 Ice 7.39 6.58 0.17 1" Ice DBXNH-6565A-A2M w/ B From Leg 4.00 0-0000 70.00 No Ice 6.31 4.95 0.06 Mount Pipe 0.00 1/2" 6.86 5.82 0.11 0.00 Ice 7.39 6.58 0.17 1" Ice DBXNH-6565A-A2M w/ C From Leg 4.00 0.0000 70.00 No Ice 6.31 4.95 0.06 Mount Pipe 0.00 1/2" 6.86 5.82 0.11 0.00 Ice 7.39 6.58 0.17 1" Ice 9442 RRH 700 A From Leg 4.00 0.0000 70.00 No Ice 3.53 1.60 0.04 0.00 112" 3.80 1.82 0.06 0.00 Ice 4.08 2.06 0.09 1" Ice 9442 RRH 700 B From Leg 4.00 0.0000 70.00 No Ice 3.53 1.60 0.04 0.00 112" 3.80 1.82 0.06 0.00 Ice 4.08 2.06 0.09 1" Ice 9442 RRH 700 C From Leg 4.00 0.0000 70.00 No Ice 3.53 1 60 0.04 0.00 1/2" 3.80 1.82 0.06 0 00 Ice 4.08 2.06 0.09 1" Ice 9442 RRH AWS A From Leg 4.00 0.0000 70.00 No Ice 2.51 1.59 0.04 tnxTower Report - version 6.0.3.0 ' December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 18 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert it it f ft, it R 0.00 1/2" 235 1.80 0.06 0.00 Ice 2.99 2.01 0.08 1" Ice 9442 RRH AWS B From Leg 4.00 0.0000 70.00 No Ice 2.51 1.59 0.04 0.00 1/2" 2.75 1.80 0.06 0.00 Ice 2.99 2.01 0.08 1" Ice 9442 RRH AWS C From Leg 4.00 0.0000 70.00 No Ice 2.51 1.59 0.04 0.00 1/2" 2.75 1.80 0.06 0.00 Ice 2.99 2.01 0.08 1" Ice DC6-48-60-18-8F C From Leg 4.00 0.0000 70.00 No Ice 1.47 1.47 0.02 0.00 1/2" 1.67 1.67 0.04 0.00 Ice 1.88 1.88 0.06 1" Ice DBXNH-8585A-A2M w/ A From Leg 4.00 0.0000 70.00 No Ice 6.31 4.95 0.05 Mount Pipe 0.00 1/2" 6.86 5.80 0.10 0.00 Ice 7.38 6.55 0.16 1" Ice DBXNH-8585A-A2M w/ B From Leg 4.00 0.0000 70.00 No Ice 631 4.95 0.05 Mount Pipe 0.00 1/2" 6.86 5.80 010 0.00 Ice 7.38 6.55 0.16 1" Ice DBXNH-8585A-A2M w/ C From Leg 4.00 0.0000 70.00 No Ice 6.31 4.95 0.05 Mount Pipe 0.00 1/2" 6.86 5.80 0.10 0.00 Ice 7.38 6.55 0.16 1" Ice T-Ann Mount [FA 601-31 C None 0.0000 70.00 No Ice 10.90 10.90 0.73 1/2" 14.65 14.65 0.93 Ice 18.40 18.40 1.13 1" Ice GPS-TMG-26NMS A From Leg 4.00 0.0000 30.00 No Ice 0.16 0.16 0.00 0.00 1/2" 0.21 0.21 0.00 0.00 Ice 0.28 0.28 0.01 - 1" Ice Pipe Mount [PM 601-11 C None 0.0000 30.00 No Ice 3.00 0.90 0.07 112" 3.74 1.12 0.08 Ice 4.48 134 0.09 1" Ice Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert 1t. ft ft ft, K A-1 BA24N-U B Paraboloid w/o From 4.00 0.0000 100.00 2.00 No Ice 3.14 -0-0-3 Radome Leg 0.00 1/2" Ice 341 0.05 0.00 1" Ice 3.68 0.06 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e Cr q: DF Da A: F W Ctrl. Elevation Weight Weight a Face c psf it K K e fY K 1-1108.50- 0.06 0.37 A 1 1.2 45 1 1 8.000 0.62 77.30 C 100.50 B 1 1.2 1 1 8 000 C 1 1.2 1 1 8 000 1-2100.50- 0.00 0.03 A 1 1.2 44 1 1 0.552 0.04 83.93 C tnxTower Report - version 6.0.3.0 s December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 19 Section Add Self F e CF q, Dr De AE F w Ctrl Elevation Weight Weight a Face c lost It K K e it, K pit 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.28 0.60 A 1 1.2 43 1 1 25.311 1.79 100.93 C 82.25 B 1 1.2 1 1 25.311 C 1 1.2 1 1 25.311 L4 82.25- 0.02 0.09 A 1 1.2 42 1 1 1.476 0.12 129.08 C 81.33 B 1 1.2 1 1 1.476 C 1 1.2 1 1 1.476 L5 81.33- 0.11 0.98 A 1 1.2 42 1 1 7.770 0.61 131.20 C 76.67 B 1 1.2 1 1 7.770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1.2 42 1 1 5.378 0.41 134.03 C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1,2 41 1 1 13.070 0.98 136.57 C 66 42 B 1 1.2 1 1 13.070 C 1 1.2 1 1 13.070 L8 66.42- 018 0.72 A 1 1.2 40 1 1 12.107 0.87 139.72 C 6017 B 1 12 1 1 12.107 C 1 1.2 1 1 12.107 L9 60.17- 0.76 3.66 A 1 1.2 38 1 1 59.076 3.85 146.61 C 33.94 B 1 1.2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1.2 35 1 1 8.520 0.50 146.20 C 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 34 1 1 4.442 0.26 147.50 C 28.75 B 1 1.2 1 1 4.442 C 1 1.2 1 1 4.442 L12 28.75- 0.37 2.63 A 1 1.2 32 1 1 33.786 1.83 144.87 C 16.13 B 1 1.2 1 1 33.786 C 1 1.2 1 1 33786 L1316.13- 0.09 0.70 A 1 1.2 30 1 1 9.191 0.45 139.36 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 30 1 1 13.797 0.68 142.37 C 8.13 B 1 1.2 1 1 13.797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 30 1 1- 6.686 033 145.00 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 0.31 A 1 12 30 1 1 4.134 0.20 146.37 C 4.50 B 1 1.2 1 1 4.134 C 1 1.2 1 1 4.134 L17 4.50- 0.03 0.25 A 1 1.2 30 1 1 3.029 0.15 147.26 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 L18 3.50- 0.10 0.79 A 1 1.2 30 1 1 10.753 0.52 148.96 C 0.00 B 1 1,2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight. 2.67 16.06 OTM 706.45 14.21 kip-ft Tower Forces - No Ice - Wind 60 To Face Section Add Self F e CF q, DF DR AE F w Ctrl. Elevation Weight Weight a Face c list ft K K e ft, K ft L1108.50- 0.06 0.37 A 1 1.2 45 1 1 8.000 0.62 77.30 C 100.50 B 1 1.2 1 1 8.000 C 1 1.2 1 1 8.000 L2100.50- 090 0.03 A 1 1.2 44 1 1 0.552 0.04 83.93 C 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.28 0.60 A 1 12 43 1 1 25.311 1.79 100.93 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 20 Section Add Self F e CF q, Dr Da Ae F w CO. Elevation Weight Weight a Face c psf ft K K e le K If 82.25 B 1 11 1 1 25.311 C 1 1.2 1 1 25211 L4 82.25- 0.02 0.09 A 1 1.2 42 1 1 1.476 0.12 129.08 C 81.33 B 1 1.2 1 1 1.476 C 1 1.2 1 1 1.476 L5 81.33- 0.11 0.98 A 1 11 42 1 1 7.770 0.61 131.20 C 76.67 B 1 1.2 1 1 7.770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1.2 42 1 1 5.378 0.41 134.03 C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1.2 41 1 1 13.070 0.98 136.57 C 66.42 B 1 1.2 1 1 11070 C 1 1.2 1 1 13.070 LB 66.42- 0.18 0.72 A 1 1.2 40 1 1 12.107 0.87 139.72 C 60.17 B 1 1.2 1 1 12.107 C 1 11 1 1 12.107 L9 60.17- 0.76 3.66 A 1 1.2 38 1 1 59.076 3.85 146.61 C 33.94 B 1 1.2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 010 1.24 A 1 1.2 35 1 1 8.520 0.50 146.20 C 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 34 1 1 4.442 0.26 147.50 C 28.75 B 1 1.2 1 1 4.442 C 1 1.2 1 1 4.442 L12 28.75- 0.37 2.63 A 1 1.2 32 1 1 33.786 1.83 144.87 C 16.13 8 1 1.2 1 1 33.786 C 1 1.2 1 1 33.786 L1316.13- 0.09 0.70 A 1 12 30 1 1 9.191 0.45 139.36 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 30 1 1 13.797 0.68 142.37 C 8.13 B 1 1.2 1 1 13.797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 30 1 1 6.686 033 145.00 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 0.31 A 1 1,2 30 1 1. 4.134 0.20 146.37 C 4.50 B 1 1.2 1 1 4.134 C 1 1.2 1 1 4.134 L17 4.50- 0.03 0.25 A 1 1.2 30 1 1 1029 0.15 147.26 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 L18 3.50- 0.10 0.79 A 1 1.2 30 1 1 10353 0.52 148.96 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 706.45 14.21 kip-ft Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF q, DF D„ AE F W CM. Elevation Weight Weight a Face c psf it K K e ft, K pit L1 108.50- O 06 j 0.37 A 1 1.2 45 j 1 1 8.000 0.62 77.30 C 100.50 B 1 1.2 1 1 8.000 C 1 1.2 1 1 8.000 L2 100.50- 0.03 0.03 A 1 1 2 44 1 1 0.552 0.04 83.93 C 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.281 0.60 A 1 1.2 43 1 1 25.311 1.79 100.93 C 82.25 B 1 1.2 1 1 25.311 C 1 1.2 1 1 25.311 L4 820.02 0.09 A 1 1.2 42 1 1 1.476 0.12 129.08 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 21 Section Add Self F e CF q, Dr De As F W Ctd. Elevation Weight Weight a Face c psf it K K e ft, 81.33 B 1 1.2 1 1 1.476 C 1 1.2 1 1 1.476 L5 81.33- 0.11 0.98 A 1 1.2 42 1 1 7.770 0.67 C 76.67 B 1 1.2 1 1 7.770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1.2 42 1 1 5378 0.41 C 73.58 B 1 1.2 1 1 5.378 C 1 L2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1.2 41 1 1 13.070 0.98 136.57 C 66.42 B 1 1.2 1 1 13.070 C 1 1.2 1 1 13.070 L8 66.42- 0.18 0.72 A 1 1.2 40 1 1 12.107 0.87 139.72 C 60.17 B 1 1.2 1 1 12.107 C 1 1.2 1 1 12.107 L9 60.17- 0.76 3.66 A 1 1.2 38 1 1 59.076 3.85 146.61 C 33.94 B 1 1.2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1.2 35 1 1 8.520 0.50 146.20 C 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 34 1 1 4.442 0.26 147.50 C 28.75 B 1 1.2 1 1 4.442 C 1 1.2 1 1 4442 L12 28.75- 0.37 2.63 A 1 1.2 32 1 1 33.786 1.83 144.87 C 16.13 B 1 1.2 1 1 33.786 C 1 1.2 1 1 33.786 L13 16A3- 0.09 0.70 A 1 1.2 30 1 1 9.191 0.45 139.36 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 30 1 1 13.797 0.68 142.37 C 8.13 B 1 1.2 1 1 13.797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 30 1 1 6.686 0.33 145.00 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 0.31 A 1 1.2 30 1 1 4.134 010 146.37 C 4.50 B 1 1.2 1 1 4.134 C 1 1.2 1 1 4.134 L17 4.50- 0.03 0.25 A 1 1,2 30 1 1. 3.029 0.15 147.26 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 1029 LIB 3.50- 0.10 0.79 A 1 1.2 30 1 1 10.753 0.52 148.96 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 706.45 14.21 kip-ft Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF q, DF DR AE F w CM. Elevation Weight Weight a Face c psf ft K K e ft, K If L1108.50- 0.80 0.60 A 1 1.2 B 1 1 10.244 0.17 21.69 C 100.50 B 1 1.2 1 1 10.244 C 1 1.2 1 1 10.244 L2100.50- 0.05 0.04 A 1 1.2 8 1 1 0.692 0.01 23.09 C 100.00 B 1 1.2 i 1 1 0.692 C 1 1.2 1 1 0.6921 L3 100.00- 1.99 1.27 A 1 1.2 8 1 1 30 221 0.46 25.82 C 82.25 B 1 1.2 1 1 30221 C 1 1 2 1 1 30.221 L4 82.25- 011 0.13 A 1 1.2 7 1 1 1 727 0.03 33.37 C 8133 B 1 1.2 1 1 1 727 C 1 1.2 1 1 1 727 L5 81.33- 0.55 1.18 A 1 1.2 7 1 1 9 043 0.16 33.62 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 606579 Project Number 37512-2161, Application 157087, Revision 1 Page 22 Section Add Self F e Cr q, DF De AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft' K If 76.67 B 1 1.2 1 1 9.043 C 1 1.2 1 1 9.043 1-6 76.67- 0.36 0.44 A 1 1.2 7 1 1 6.216 0.10 33.94 C 73.58 B 1 1.2 1 1 6.216 C 1 1.2 1 1 6.216 L7 73.58- 0.85 1.80 A 1 1.2 7 1 1 15.000 0.24 34.15 C 66.42 B 1 1.2 1 1 15.000 C 1 1.2 1 1 15.000 L8 66.42- 0.75 1.02 A 1 1.2 7 1 1 13.774 0.21 34.37 C 60.17 B 1 11 1 1 13.774 C 1 1.2 1 1 13174 1-9 60.17- 3.07 5.07 A 1 1.2 7 1 1 65.864 0.91 34.65 C 33.94 B 1 1.2 1 1 65.864 C 1 1.2 1 1 65.864 L10 33.94- 0.40 1.43 A 1 1.2 6 1 1 9.409 0.12 33.89 C 30.50 B 1 1.2 1 1 9.409 C 1 1.2 1 1 9.409 L1130.50- 0.20 0.43 A 1 1.2 6 1 1 4.875 0.06 33.60 C 28.75 B 1 1.2 1 1 4.875 C 1 1.2 1 1 4.875 L12 28.75- 1.42 3.37 A 1 1.2 6 1 1 36.821 0.41 32.47 C 16.13 B 1 1.2 1 1 36.821 C 1 12 1 1 36.821 1-1316.13- 0.35 0.89 A 1 1.2 5 1 1 9.940 0.10 30.65 C 1238 B 1 1.2 1 1 9.940 C 1 1.2 1 1 9.940 L1412.88- 0.49 1.38 A 1 1.2 5 1 1 14.856 0.15 30.97 C 8.13 B 1 1-2 1 1 14.856 C 1 1.2 1 1 14.856 L15 8.13- 0.22 0.62 A 1 1.2 5 1 1 7.168 0.07 31.18 C 5.88 B 1 1.2 1 1 7.168 C 1 1.2 1 1 7.168 L16 5.88- 0.13 0.38 A 1 1.2 5 1 1 4.420 0.04 31.24 C 4.50 B 1 1.2 1 1 4.420 C 1 1.2 1 1 4.420 L174.50- 0.09 0.31 A 1 1.2 5 1 1 3.232 0.03 31.24 C 3.50 B 1 1.2 1 1 3.232 C 1 1.2 1 1 3.232 LIS 3.50- 0.30 0.97 A 1 1.2 5 1 1 11.405 0.11 31.09 C 0.00 B 1 1.2 1 1 11.405 C 1 1.2 1 1 11.405 Sum Weight: 12.14 21.33 OTM 175.35 3.39 kip-ft Tower Forces -With Ice -Wind 60 To Face Section Add Self F e CF q: DF DR AE F W Ctrl. Elevation Weight Weight a Face c psf It K K e f, K If 11108.50- 0.80 0.60 A 1 1.2 8 1 1 10.244 0.17 21.69 C 100.50 B 1 1.2 1 1 10.244 C 1 1.2 1 1 10.244 L2100.50- 0.05 0.04 A 1 1.2 8 1 1 0.692 0.01 23.09 C 100.00 B 1 1.2 1 1 0.692 C 1 1.2 1 1 0.692 13100.00- 1.99 1.27 A 1 1.2 8 1 1 30.221 0.46 25.82 C 82.25 B 1 1.2 1 1 30.221 C 1 1.2 1 1 30.221 1-4 82.25- 0.11 0.13 A 1 1.2 7 1 1 1.727 0.03 33.37 C 81.33 B 1 1.2 1 1 1.727 C 1 1.2 1 1 1.727 L5 81.33- 0.55 1.18 A 1 1.2 7 1 1 9.043 016 33.62 C 76.67 j B 1 1.2 1 1 9.043 1-6 76.67- 0.36 0.44 A 1 1.2 7 1 1 6.216 0.10 33.94 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 23 Section Add Self F e CF q, DF De AE F w ch1. Elevation Weight Weight a Face c psf R K K e ft= K h - 73.58 B 1 1.2 1 1 6.216 C 1 1.2 1 1 6.216 L7 73.58- 0.85 1.80 A 1 1.2 7 1 1 15.000 0.24 3415 C 66.42 B 1 1.2 1 1 15.000 C 1 1.2 1 1 15.000 L8 66.42- 0.75 1.02 A 1 1.2 7 1 1 11774 0.21 34.37 C 60.17 B 1 1.2 1 1 11774 C 1 1.2 1 1 13.774 L9 60.17- 3.07 5.07 A 1 1.2 7 1 1 65.864 0.91 34.65 C 33.94 B 1 1.2 1 1 65.864 C 1 1.2 1 1 65.864 L10 33.94- 0.40 1.43 A 1 1.2 6 1 1 9.409 0.12 33.89 C 30.50 B 1 1.2 1 1 9.409 C 1 1.2 1 1 9.409 L1130.50- 0.20 0.43 A 1 1.2 6 1 1 4.875 0.06 33.60 C 28.75 B 1 1.2 1 1 4.875 C 1 1.2 1 1 4.875 L12 28.75- 1.42 3.37 A 1 1.2 6 1 1 36.821 0.41 32.47 C 16.13 B 1 1.2 1 1 36.821 C 1 1.2 1 1 36.821 L1316.13- 0.35 0.89 A 1 1,2 5 1 1 9.940 0.10 30.65 C 12.88 B 1 1.2 1 1 9.940 C 1 1.2 1 1 9.940 L1412.88- 0.49 1.38 A 1 1.2 5 1 1 14.856 0.15 30.97 C 8.13 B 1 1.2 1 1 14.856 C 1 12 1 1 14.856 L15 8.13- 0.22 0.62 A 1 1.2 5 1 1 7.168 0.07 31.18 C 5.88 B 1 1.2 1 1 7.168 C 1 1,2 1 1 7.168 L16 5.88- 0.13 0.38 A 1 1.2 5 1 1 4.420 0.04 31.24 C 4.50 B 1 1.2 1 1 4.420 C 1 1,2 1 1 4.420 L174.50- 0.09 0.31 A 1 1.2 5 1 1 3.232 0.03 31.24 C 3.50 B 1 1.2 1 1 3.232 C 1 1.2 1 1 3.232 L18 150- 0.30 0.97 A 1 1.2 5 1 1 11.405 0.11 31.09 C 0.00 B 1 1.2 1 1 11.405 C 1 1.2 1 1 11.405 Sum Weight: 12.14 21.33 OTM 175.35 3.39 kip-ft Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF q: DF Da AE F W CM. Elevation Weight Weight a Face c psf It K K e ft, If L1108.50- 0.80 0.60 A 1 1.2 8 1 1 10.244 0.17 21.69 C 100.50 B 1 1.2 1 1 10.244 C 1 1.2 1 1 10.244 L2100.50- 0.05 0.04 A 1 1.2 8 1 1 0.692 0.01 2109 C 100.00 B 1 1.2 1 1 0.692 C 1 1.2 1 1 0.692 L3 100.00- 1.99 1.27 A 1 1.2 8 1 1 30.221 0,46 25.82 C 82.25 B 1 12 1 1 30.221 C 1 1.2 1 1 30.221 L4 82.25- 0.11 0.13 A 1 1.2 7 1 1 1.727 0.03 33.37 C 81.33 B 1 1.2 1 1 1.727 C 1 1 2 1 1 1.727 L5 81.33- 0.55 1.18 A 1 1.2 7 1 1 9.043 0.16 33.62 C 76.67 B 1 1.2 1 1 9.043 C 1 1.2 1 1 9.043 L6 76.67- 0.36 0.44 A 1 1.2 7 1 1 6.216 0.10 33.94 C 73.58 B 1 1.2 1 1 6.216 C 1 1.2 1 1 6.216 L7 73.58- 0.85 1.80 A 1 1.2 7 1 1 15.000 0.24 34.15 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 24 Section Add Self F e CF q: DF De AE F w CM. Elevation Weight Weight a Face c psf ft K K e flz K if 66.42 B 1 1.2 1 1 15.000 C 1 12 1 1 15.000 LB 66.42- 0.75 1.02 A 1 1.2 7 1 1 11774 0.21 34.37 C 60.17 B 1 1.2 1 1 13.774 C 1 1.2 1 1 13.774 L9 60.17- 3.07 5.07 A 1 1.2 7 1 1 65,864 0.91 34.65 C 33.94 B 1 1.2 1 1 65.864 C 1 1.2 1 1 65.864 L10 3194- 0.40 1.43 A 1 1.2 6 1 1 9.409 0.12 33.89 C 30.50 B 1 1.2 1 1 9.409 C 1 1.2 1 1 9.409 L1130.50- 0.20 0.43 A 1 11 6 1 1 4.875 0.06 33.60 C 28.75 B 1 1.2 1 1 4.875 C 1 1.2 1 1 4.875 L12 28.75- 1.42 3.37 A 1 1.2 6 1 1 36.821 0.41 32.47 C 16.13 B 1 1.2 1 1 36.821 C 1 1.2 1 1 36.821 L1316.13- 0.35 0.89 A 1 1.2 5 1 1 9.940 0.10 30.65 C 12.88 B 1 1.2 1 1 9.940 C 1 1.2 1 1 9.940 L1412.88- 0.49 1.38 A 1 1.2 5 1 1 14.856 0.15 30.97 C 8.13 B 1 12 1 1 14.856 C 1 12 1 1 14.856 L15 8.13- 0.22 0.62 A 1 1.2 5 1 1 7.168 0.07 31.18 C 5.88 B 1 1.2 1 1 7.168 C 1 1.2 1 1 7168 L16 5.88- 0.13 0.38 A 1 1.2 5 1 1 4.420 0.04 31.24 C 4.50 B 1 1.2 1 1 4.420 C 1 1,2 1 1 4.420 L17 4.50- 0.09 0.31 A 1 1.2 5 1 1 3.232 0.03 31.24 C 3.50 B 1 1.2 1 1 3.232 C 1 1.2 1 1 3.232 L18 3.50- 0.30 0.97 A 1 1.2 5 1 1 11.405 0.11 31.09 C 0.00 B 1 1.2 1 1 11.405 C 1 11 1 1 11.405 Sum Weight. 12.14 21.33 OTM 175.35 339 kip-ft Tower Forces - Service - Wind Normal To Face Section Add Self F e CF q, DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft, If L1108.50- 0.06 0.37 A 1 1.2 10 1 1 8.000 0.14 17.29 C 100.50 B 1 1,2 1 1 8.000 C 1 1.2 1 1 B. DOD L2100.50- 0.00 0.03 A 1 1.2 10 1 1 0.552 0.01 18.77 C 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.28 0.60 A 1 1.2 10 1 1 25.311 0.40 22.58 C 82.25 B 1 1.2 1 1 25.311 C 1 1.2 1 1 25.311 L4 82.25- 0.02 0.09 A 1 1.2 10 1 1 1.476 0.03 28.87 C 81.33 B 1 12 1 1 1.476 C 1 1.2 1 1 1.476 L5 81.33- 0.11 0.98 A 1 1.2 9 1 1 7.770 0.14 29.35 C 76 67 B 1 1.2 1 1 7 770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1,2 9 1 1 5.378 0.09 29.98 C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1,2 9 1 1 13.070 0.22 30.55 C 66.42 B 1 1.2 1 1 13.070 C 1 1.2 1 1 13.070 L8 66.42- 0.18 0.72 A 1 1.2 9 1 1 12.107 0.20 31.25 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 25 Section Add Self F e CF q: DF De Ae F w Cud. Elevation Weight Weight a Face c psf ft K K e ft, If 60.17 B 1 1.2 1 1 12.107 C 1 1.2 1 1 12.107 L9 60.17- 076 3.66 A 1 1.2 8 1 1 59.076 0.86 32.79 C 33.94 B 1 1.2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1.2 8 1 1 8.520 0.11 32.70 C 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 8 1 1 4.442 0.06 32.99 C 2875 B 1 1.2 1 1 4 442 C 1 1.2 1 1 4.442 L12 28.75- 0.37 2.63 A 1 1.2 7 1 1 33.786 0.41 32.40 C 1613 B 1 1.2 1 1 33.786 C 1 11 1 1 33.786 L1316.13- 0.09 0.70 A 1 1.2 7 1 1 9.191 0.10 31.17 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 7 1 1 11797 0.15 31.85 C 8.13 B 1 1.2 1 1 13.797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 7 1 1 6.686 0.07 32.44 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 0.31 A 1 1.2 7 1 1 4134 0.05 32.74 C 4.50 B 1 1.2 1 1 4.134 C 1 1.2 1 1 4.134 L17 4.50- 0.03 0.25 A 1 1.2 7 1 1 3.029 0.03 32.94 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 L18 3.50- 0.10 079 A 1 1.2 7 1 1 10.753 0.12 33.32 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 158.02 3.18 kip-fl Tower Forces - Service - Wind 60 To Face Section Add Self F e CF q, DF OR Ae F W CM. Elevation Weight Weight a Face c psf ft K K e ft, it L1108.50- 0.06 0.37 A 1 1.2 10 1 1 8.000 0.14 17.29 C 100.50 B 1 1.2 1 1 8A00 C 1 1.2 1 1 8.000 L2100.50- 0.00 0.03 A 1 1.2 10 1 1 0.552 0.01 18.77 C 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.28 0.60 A 1 1.2 10 1 1 25.311 0.40 22.58 C 82.25 B 1 1.2 1 1 25.311 C 1 12 1 1 25.311 L4 82.25- 0.02 0.09 A 1 1.2 10 1 1 1.476 0.03 28.87 C 81.33 B 1 1.2 1 1 1.476 C 1 1.2 1 1 1.476 L5 8L33- 0.11 0.98 A 1 1.2 9 1 1 7.770 0.14 29.35 C 76.67 B 1 1.2 1 1 7.770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1.2 9 1 1 5.378 0.09 29.98 C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1.2 9 1 1 13.070 0.22 30.55 C 66.42 B 1 1.2 1 1 13.070 C 1 1.2 1 1 13.070 L8 66.42- 0.18 0.72 A 1 1.2 9 1 1 12.107 0.20 31.25 C 60.17 B 1 1.2 1 1 12.107 C 1 1.2 1 1 12.107 L9 60.17- 0.76 3.66 A 1 1.2 8 1 1 59.076 0.86 32.79 1 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 26 Section Add Self F e CF q: Dr Da Ae F w FC Elevation Weight Weight a c psf ft K K e ft2 K ff - 33.94 B 1 1.2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1.2 8 1 1 8.520 0.11 32.70 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 8 1 1 4.442 0.06 32.99 28.75 B 1 1.2 1 1 4.442 C 1 1.2 1 1 4.442 L12 28.75- 0.37 2.63 A 1 1.2 7 1 1 33.786 0.41 32.40 C 16.13 B 1 1.2 1 1 33.786 C 1 1.2 1 1 33.786 L1316.13- 0.09 0.70 A 1 1.2 7 1 1 9.191 0.10 31.17 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 7 1 1 13.797 0.15 31.85 C 8.13 B 1 1.2 1 1 11797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 7 1 1 6.686 0.07 32.44 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 031 A 1 1.2 7 1 1 4.134 0.05 3274 C 4.50 B 1 1,2 1 1 4.134 C 1 1.2 1 1 4134 LI74.50- 0.03 0.25 A 1 1.2 7 1 1 3.029 0.03 32.94 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 LI8 3.50- 0.10 0.79 A 1 12 7 1 1 10.753 0.12 33.32 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 158.02 3.18 kip-ft Tower Forces - Service - Wind 90 To Face Section Add Self F e Cr q: DF De AE F F17.29 CM. Elevation Weight Weight a Face Psf f[ K K e ft2 K L1108.50- 0.06 0.37 A 1 1.2 10 1 1 8.000 0.14 C 100.50 B 1 12 1 1 8.000 C 1 1.2 1 1 8.000 L2100.50- 0.00 0.03 A 1 1.2 10 1 1 0.552 0.01 C 100.00 B 1 1.2 1 1 0.552 C 1 1.2 1 1 0.552 L3100.00- 0.28 0.60 A 1 1.2 10 1 1 25.311 0.40 22.58 C 82.25 B 1 1.2 1 1 25.311 C 1 1.2 1 1 25.311 L4 82.25- 0.02 0.09 A 1 1.2 10 1 1 1.476 0.03 28.87 C 81.33 B 1 1.2 1 1 1.476 C 1 1.2 1 1 1.476 L5 81.33- 0.11 0.98 A 1 1.2 9 1 1 7.770 0.14 29.35 C 76.67 B 1 1.2 1 1 7.770 C 1 1.2 1 1 7.770 L6 76.67- 0.07 0.30 A 1 1.2 9 1 1 5.378 0.09 29.98 C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L7 73.58- 0.19 1.47 A 1 1.2 9 1 1 13.070 0.22 30.55 C 66.42 B 1 1.2 1 1 13.070 C 1 1 2 1 1 13.070 L8 66.42- 0.18 0.72 A 1 1.2 9 1 1 12.107 0.20 31.25 C 60.17 B 1 1.2 i 1 1 12.107 C 1 1.2 1 1 12.107 L9 60.17- 0.76 3.66 A 1 1 2 8 1 1 59.076 0.86 32.79 C 33.94 B 1 1 2 1 1 59.076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1.2 8 1 1 8.520 0.11 32.70 C tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 27 Section Add Self F e Cr 9: DF D„ AE F IN Chi. Elevation Weight Weight a Face c psf ft K K e ft K If 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 L1130.50- 0.05 0.33 A 1 1.2 8 1 1 4.442 0.06 32.99 C 28.75 B 1 1.2 1 1 4.442 C 1 1.2 1 1 4.442 L12 28.75- 0.37 2.63 A 1 1.2 7 1 1 33.786 0.41 32.40 C 16.13 B 1 1.2 1 1 33.786 C 1 1.2 1 1 33.786 L1316.13- 0.09 0.70 A 1 1.2 7 1 1 9.191 0.10 31.17 C 12.88 B 1 1.2 1 1 9.191 C 1 1.2 1 1 9.191 L1412.88- 0.14 1.10 A 1 1.2 7 1 1 13.797 0.15 31.85 C 8.13 B 1 1.2 1 1 13.797 C 1 1.2 1 1 13.797 L15 8.13- 0.07 0.50 A 1 1.2 7 1 1 6.686 0.07 32.44 C 5.88 B 1 1.2 1 1 6.686 C 1 1.2 1 1 6.686 L16 5.88- 0.04 0.31 A 1 1.2 7 1 1 4.134 0.05 3274 C 4.50 B 1 1.2 1 1 4.134 C 1 1.2 1 1 4.134 L174.50- 0.03 0.25 A 1 1.2 7 1 1 3.029 0.03 32.94 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 L18 3.50- 0.10 0.79 A 1 1.2 7 1 1 10.753 0.12 33.32 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 158.02 3.18 kip-ft Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1,2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No ice 26 1.2 Dead+1.0 Ice++..0 Temp 27 1.2 Dead+1.0 Wind 0 deg++. 0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1 0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1 0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+i.C Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1 0 Ice+1.0 Temp tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 28 Comb. Description No. - 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n tt Type Load Moment Moment No. Comb. K kip-R kip-R L1 108.5- Pole Max Tension 26 0.00 -0.00 0.00 100.5 Max. Compression 26 -8.29 0.37 -0.22 Max. Mx 20 -1.90 34.54 -0.01 Max. My 14 -1.91 0.02 -34.53 Max. Vy 20 -8.54 34.54 -0.01 Max. Vx 2 -8.54 0.04 34.49 Max. Torque 24 0.12 L2 100.5 - 100 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -8.39 0.40 -0.23 Max. Mx 20 -1.93 38.83 -0.01 Max. My 14 -1.94 0.02 -38.81 Max. Vy 20 -8.61 38.83 -0.01 Max. Vx 2 -8.61 0.05 38.78 Max. Torque 24 0.13 L3 100-82.25 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -16.73 1.25 -1.18 Max. Mx 20 -3.90 259.58 3.40 Max. My 2 -3.92 5.86 258.14 Max. Vy 20 -16.94 259.58 3.40 Max. Vx 2 -16.86 5.86 258.14 Max. Torque 8 -0.75 L4 82.25- Pole Max Tension 1 0.00 0.00 0.00 81.3333 Max. Compression 26 -16.99 1.33 -1.22 Max. Mx 20 4.04 275.20 3.58 Max. My 2 -4.05 6.16 273.68 Max. Vy 20 -17.13 275.20 3.58 Max. Vx 2 -17.06 6.16 273.68 Max. Torque 8 -0.77 L5 81.3333- Pole Max Tension 1 0.00 0.00 0.00 76.6667 Max. Compression 26 -24.39 1.71 -1.44 Max. Mx 20 -6.66 376.82 4.51 Max. My 2 -6.68 7.74 374.91 Max. Vy 20 -24.00 376.82 4.51 Max. Vx 2 -23.93 7.74 374.91 Max. Torque 6 -0.88 L6 76.6667- Pole Max Tension 1 0.00 0.00 0.00 73.5787 Max. Compression 26 -25.27 1.97 -1.60 Max. Mx 20 -7.13 452 01 5.13 Max. My 2 -7.15 8.79 449.84 Max. Vy 20 -24.69 452.01 5.13 Max. Vx 2 -24.61 8.79 449.84 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 29 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kip-ft kip-ft Max. Torque 25 0.97 L7 73.5787- Pole Max Tension 1 0.00 0.00 0.00 66.4167 Max. Compression 26 -33.98 3.00 -2.20 Max. Mx 20 -10.71 655.28 6.53 Max. My 2 -10.73 11.32 652.34 Max. Vy 20 -32.05 655.28 6.53 Max. Vx 2 -31.98 11.32 65234 Max. Torque 25 1.76 L8 66 4167 - Pole Max Tension 1 0.00 0.00 0.00 60.17 Max. Compression 26 -35.94 3.59 -2.55 Max. Mx 20 -12.00 859.76 7.79 Max. My 2 -12.01 13.48 856.28 Max. Vy 20 -33.43 859.76 7.79 Max. Vx 2 -33.36 13.48 856.28 Max. Torque 25 2.09 L9 60.17- Pole Max Tension 1 0.00 0.00 0.00 33.9351 Max. Compression 26 -43.47 5.84 -3.86 Max. Mx 20 -17.47 1650.72 12.21 Max. My 2 -17.48 21.10 1645.29 Max. Vy 20 -38.25 1650.72 12.21 Max. Vx 2 -38.17 21.10 1645.29 Max. Torque 25 3.37 L10 33.9351 - Pole Max Tension 1 0.00 0.00 0.00 30.5 Max. Compression 26 -4T29 6.62 -4.31 Max. Mx 20 -20.28 1947.12 13.71 Max. My 2 -20.29 23.68 1941.02 Max. Vy 20 -40.04 1947.12 1331 Max. Vx 2 -39.97 2168 1941.02 Max. Torque 25 3.85 L11 30.5-28,75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -48.12 6.80 -4.37 Max. Mx 20 -20.88 2017.74 14.06 Max. My 2 -20.89 24.28 2011.49 Max. Vy 20 -40.62 2017.74 14.06 Max. Vx 2 -40.55 24.28 2011.49 Max. Torque 25 - 3.93 L12 2875- Pole Max Tension 1 0.00 0.00 0.00 16.125 Max. Compression 26 -53.51 8.18 -5.16 Max. Mx 20 -25.23 2546.53 16.53 Max. My 2 -25.23 28.57 2539.14 Max. Vy 20 -43.20 2546.53 16.53 Max. Vx 2 -43.13 28.57 2539.14 Max. Torque 25 4.73 L13 16,125- Pole Max Tension 1 0.00 0.00 0.00 12.875 Max. Compression 26 -54.91 8.51 -5.36 Max. Mx 20 -26.39 2687.90 17.16 Max. My 2 -26.39 29.66 2680.22 Max. Vy 20 -43.82 2687.90 17.16 Max. Vx 2 -43.75 29.66 2680.22 Max. Torque 25 4.93 L14 12.875 - Pole Max Tension 1 0.00 0.00 0.00 8.125 Max. Compression 26 -57.03 9.00 -5.64 Max. Mx 20 -28.16 2898.15 18.08 Max. My 2 -28.16 31.26 2890.04 Max. Vy 20 -44.73 2898.15 18.08 Max. Vx 2 -44.66 31.26 2890.04 Max. Torque 25 5.23 L15 8125 - Pole Max Tension 1 0.00 0.00 0.00 5.875 Max. Compression 26 -57.99 9.22 -5.77 Max. Mx 20 -28.98 2999.26 18.51 Max. My 2 -28.98 32.01 2990.94 tnxTower Report - version 6.0.3.0 r December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 30 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n It Type Load Moment Moment No. Comb. K kip-ft kip-ft Max. Vy 20 -45.16 2999.26 18.51 Max. Vx 2 -45.09 32.01 2990.94 Max. Torque 25 5.37 L16 5.875-4.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -58.57 9.36 -5.84 Max. Mx 20 -29.48 3061.52 18.78 Max. My 2 -29.48 32.47 305108 Max. Vy 20 -45 43 3061.52 18.78 Max. Vx 2 -45.36 32.47 3053.08 Max. Torque 25 5.46 L17 4.5-3.5 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -59.03 9.45 -5.90 Max. Mx 20 -29.89 3107.04 18.97 Max. My 2 -29.90 32.80 3098.50 Max. Vy 20 -45.62 3107.04 18.97 Max. Vx 2 -45.55 32.80 3098.50 Max. Torque 25 5.53 L18 3.5 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -60.48 9.75 -6.07 Max. Mx 20 -31.20 3267.86 19.64 Max. My 2 -31.20 33.97 3259.01 Max. Vy 20 -46.30 3267.86 19.64 Max. Vx 2 -46.23 33.97 3259.01 Max. Torque 25 5.76 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load K K K Comb. Pole Max. Vert 26 60.48 -0.00 0.00 Max. H. 21 23.43 46.28 0.20 Max. H. 3 23.43 0.32 46.21 Max. M. 2 3259.01 0.32 46.21 Max. M, 8 3254.55 -46.16 -0.01 Max. Torsion 25 5.76 23.31 39.98 Min. Vert 21 2143 46.28 0.20 Min. H. 8 31.24 -46.16 -0.01 Min. H, 15 2143 -0.04 -46.10 Min. M. 14 -3250.09 -0.04 -46.10 Min. W 20 -3267.86 46.28 0.20 Min. Torsion 13 -5.22 -23.09 -39.97 Tower Mast Reaction Summa Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M. _ _ K K K ki___ kip-ft kip-ft _ Dead Only 26 03 -0.00 0.00 0.58 0.77 0.00 1.2 Dead+1.6 Wind 0 deg - 31.24 -0.32 -46.21 -3259.01 33.96 -4.73 No Ice 0.9 Dead+1.6 Wind 0 deg - 23.43 -0.32 -46.21 -3234.57 3143 -4.74 No Ice 1.2 Dead+1.6 Wind 30 deg - 31.24 23.02 -39.87 -2807.18 -1620.55 -2.43 No Ice 0.9 Dead+1.6 Wind 30 deg - 23.43 23.02 -39.87 -2786.16 -1608.54 -2.43 No Ice 1.2 Dead- 1.6 Wind 60 deg - 31.24 39.95 -23.02 -1620.37 -2815.32 0.55 No Ice 0.9 Dead+1.6 Wind 60 deg - 23 43 39.95 -23.02 -1608.32 -2794.28 0.54 No Ice 1 2 Dead+1.6 Wind 90 deg - 31 24 46.16 0.01 1.92 -3254.55 3.31 No Ice 0.9 Dead+1 6 Wind 90 deg - 23.43 46.16 0.01 1 73 -3230.16 3.31 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 31 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M. K K K kip-ft klp-ft kip-ft No Ice 1.2 Dead+1.6 Wind 120 deg 31.24 41 23.11 1630.84 -2822.57 4.92 - No Ice 0.9 Dead+1.6 Wind 120 deg 2143 40.02 2111 1618.34 -2801.46 4.92 - No Ice 1.2 Dead+1.6 Wind 150 deg 31.24 23.09 39.97 2819.47 -1627.90 5.21 - No Ice 0.9 Dead+1.6 Wind 150 deg 23.43 23.09 39.97 2797.99 -1615.83 5.22 - No Ice 1.2 Dead+1.6 Wind 180 deg 31.24 0.04 46.10 3250.09 -3.31 4.37 - No Ice 0.9 Dead+1.6 Wind 180 deg 23.43 0.04 46.10 3225.39 -3.50 438 - No Ice 1.2 Dead+1.6 Wind 210 deg 31.24 -23.02 39.87 2808.91 1621.90 2.43 - No Ice 0.9 Dead+1.6 Wind 210 deg 23.43 -23.02 39.87 2787.52 1609.42 2.43 - No Ice 1.2 Dead+1.6 Wind 240 deg 31.24 -40.18 22.83 1601.98 2840.51 -0.19 - No Ice 0.9 Dead+1.6 Wind 240 deg 23.43 -40.18 22.83 1589.74 2818.78 -0.18 - No Ice 1.2 Dead+1.6 Wind 270 deg 31.24 -46.28 -0.20 -19.64 3267.86 -2.76 - No Ice 0.9 Dead+1.6 Wind 270 deg 23.43 -46.28 -0.20 -19.63 3243.02 -2.76 - No Ice 1.2 Dead+1.6 Wind 300 deg 31.24 -40.12 -23.17 -1635.67 2835.21 4.92 - No Ice 0.9 Dead+1.6 Wind 300 deg 23.43 40.12 -23.17 -1623.48 2813.53 4.92 -No Ice 1.2 Dead+1.6 Wind 330 deg 31.24 -23.31 -39.98 -2818.62 1652.15 -5.76 - No Ice 0.9 Dead+1.6 Wind 330 deg 23.43 -23.31 -39.98 -2797.50 1639.40 -5.76 - No Ice 1.2 Dead+1.0 Ice+1.0 Temp 60.48 0.00 -0.00 6.07 9.75 -0.00 1.2 Dead+1.0 Wind 0 60.48 -0.04 -733 -553.25 14.75 -1.10 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 60.48 3.66 -6.33 476.05 -268.58 -0.59 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 60.48 6.34 -3.65 -272.24 473.57 0.08 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 60.48 7.33 0.00 6.33 -548.90 0.72 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 60.48 635 3.67 285.89 -474.65 1.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 60.48 3.67 6.35 489.97 -269.67 1.24 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 60.48 0.01 7.32 564.02 9.25 1.05 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 60.48 -3.65 6.33 488.40 288.25 0.59 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 60.48 -6.37 3.63 281.63 496.77 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 60.48 -7.34 -0.03 3.15 570.38 -0.65 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 60.48 -637 -3.68 -274.52 496.00 -1.13 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 60.48 -3.70 -6.35 -477.76 292.73 -1.32 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 26.03 -0.04 -646 -454.08 5.40 -1 Dead+Wind 30 deg - Service 26.03 3.22 -5.57 -391.04 -225.37 0.03 Dead+Wind 60 deg - Service 26 03 5.58 -3 22 -225.51 -392.02 0.08 Dead+Wind 90 deg - Service 26.03 6.45 0.00 0.77 -453.30 0.09 Dead+Wind 120 deg - 26.03 5.59 3.23 227.97 -393.04 0.04 Service Dead+Wind 150 deg - 26.03 3.23 5.59 393.76 -226.40 -0.02 Service Dead+Wind 180 deg - 26.03 0.01 6 44 453.83 0.20 -0.03 Service Dead+Wind 210 deg - 26.03 -3.22 5.57 392.27 226.87 -0.03 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 32 Load Vertical Shear, Shear, Ovenuming Overturning Torque Combination Moment, M. Moment, M. K K K kip-ff kip-1t k, -ft Service Dead+Wind 240 deg - 26.03 -5.62 3.19 223.94 396.85 -0.03 Service Dead+Wind 270 deg - 26.03 -6.47 -0.03 -2.24 456.51 -0.02 Service Dead+Wind 300 deg - 26.03 -5.61 -3.24 -227.65 396.13 -0.04 Service Dead+Wind 330 deg - 26.03 -3.26 -5.59 -392.65 231.11 -0.06 Service Solution Summa Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 1 0.00 -26.03 0.00 0.00 26.03 -0.00 0.000% 2 -0.32 -31.24 -46.21 0.32 31.24 46.21 0.001% 3 -0.32 -23.43 -46.21 0.32 23.43 46.21 0,001% 4 23.02 -31.24 -39.87 -23.02 31.24 39.87 0.000°/ 5 23.02 -23.43 -39.87 -23.02 23.43 39.87 0.000% 6 39.95 -31.24 -23.02 -39.95 31.24 23.02 0.000% 7 39.95 -23.43 -23.02 -39.95 23.43 23.02 0.000% 8 46.16 -31.24 0.01 -46.16 31.24 -0.01 0.001% 9 46.16 -23.43 0.01 -46.16 23 43 -0.01 0.002% 10 40.02 -31.24 23.11 -40.02 31.24 -23.11 0.000% 11 40.02 -23.43 23.11 -40.02 23.43 -2311 0.000% 12 23.09 -31.24 39.97 -23.09 31.24 -39.97 0.000% 13 23.09 -23.43 39.97 -23.09 23.43 -39.97 0.000% 14 0.04 -31.24 46.11 -0.04 31.24 -46.10 0.002% 15 0.04 -23.43 46.11 -0.04 23.43 -46.10 0.002% 16 -23.02 -31.24 39.87 23.02 31.24 -39.87 0.000% 17 -23.02 -23.43 39.87 23.02 23.43 -39.87 0.000% 18 -40.18 -31.24 22.83 40.18 31.24 -22.83 0.000% 19 -40.18 -23.43 22.83 4018 23.43 -22.83 0.000% 20 -46.28 -31.24 -0.20 46.28 31.24 0.20 0.006% 21 -46.28 -23.43 -010 46.28 23.43 0.20 0.004% 22 -40.12 -31.24 -2117 40.12 31.24 23.17 0.000% 23. -40.12 -23.43 -23.17 40.12 23.43 23.17 0.000% 24 -2331 -31.24 -39.98 23.31 31.24 39.98 0.000% 25 -23.31 -23.43 -39.98 23.31 23.43 39.98 0.000% 26 0.00 -60,48 0.00 -0.00 60.48 0.00 0.001% 27 -0.04 -60.48 -733 0.04 60.48 7.33 0,001% 28 3.66 -60.48 -6.33 -3.66 60,48 6.33 0.001% 29 6 34 -60.48 -3.66 -6.34 60.48 3.65 0,001% 30 7.33 -60.48 0.00 -7,33 60.48 -0.00 0.001°/ 31 6.35 -60.48 3.67 -6.35 60.48 -167 0.001% 32 3.67 -60.48 635 -3.67 60.48 -6.35 0.001% 33 0.01 -60.48 7.32 -0.01 60.48 -7.32 0,001% 34 -3.65 -60.48 6.33 3.65 60.48 -6.33 0,001% 35 -6.37 -60.48 3.63 6.37 60.48 -3.63 0.001% 36 -7.34 -60.48 -0.03 7.34 60.48 0.03 0,001% 37 -6.37 -60.48 -3.68 6.37 60.48 3.68 0001% 38 -3.70 -60.48 -635 3.70 60.48 6.35 0.001% 39 -0.04 -26.03 -646 0.04 26.03 6.46 0.004% 40 3.22 -26.03 -5.57 -3.22 26.03 5.57 0004% 41 5.58 -26.03 -3.22 -5.58 26.03 3.22 0004% 42 6.45 -26.03 0.00 -6.45 26.03 -0.00 0004% 43 5.59 -26.03 3.23 -5.55 26.03 -3.23 0004% 44 3.23 -26.03 5.59 -3.23 26.03 -5.59 0.004% 45 0.01 -26.03 6.45 -0.01 26.03 -6.44 0.004 % 46 -3.22 -26.03 5.57 3.22 26.03 -5 57 0.004% 47 -5.62 -26.03 3.19 5.62 26.03 -3.19 0.004% 48 -6A7, -26.03 -0.03 6.47 26.03 003 0.004% 49 -5.61 -26.03 -3.24 5.61 26.03 3.24 0.004°/ 50 -3.26 -26.03 -5.59 3.26 26.03 5.59 0.004°/ tnxTower Report - version 6.0.3.0 r December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 33 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 16 0.00000001 0.00012684 3 Yes 16 0.00000001 0.00009088 4 Yes 19 0.00000001 0.00011769 5 Yes 19 0.00000001 0.00007860 6 Yes 19 0.00000001 0.00011822 7 Yes 19 0.00000001 0.00007894 8 Yes 16 0.00000001 0.00007428 9 Yes 15 0.00000001 0.00012406 10 Yes 19 0.00000001 0.00012390 11 Yes 19 0.00000001 0.00008282 12 Yes 19 0.00000001 0.00011731 13 Yes 19 0.00000001 0.00007821 14 Yes 15 0.00002453 0.00013552 15 Yes 15 0.00000001 0.00009977 16 Yes 19 0.00000001 0.00012012 17 Yes 19 0.00000001 0.00008027 18 Yes 19 0.00000001 0.00011964 19 Yes 19 0.00000001 0.00007987 20 Yes 14 0.00005867 0.00012734 21 Yes 14 0.00004007 0.00009695 22 Yes 19 0.00000001 0.00011843 23 Yes 19 0.00000001 0.00007888 24 Yes 19 0.00000001 0.00012583 25 Yes 19 0.00000001 0.00008409 26 Yes 10 0.00000001 0.00004847 27 Yes 16 0.00000001 0.00008002 28 Yes 16 0.00000001 0.00010541 29 Yes 16 0.00000001 0.00010623 30 Yes 16 0.00000001 0.00007864 31 Yes 16 0.00000001 0.00011418 32 Yes 16 0.00000001 0.00010872 33 Yes 16 0.00000001 0.00008148 34 Yes 16 0.00000001 0.00011664 35 Yes 16 0.00000001 0.00011595 36 Yes 16 0.00000001 0.00008180 37 Yes 16 0.00000001 0.00011128 38 Yes 16 0.00000001 0.00011731 39 Yes 13 0.00000001 0.00006056 40 Yes 13 0.00000001 0.00009435 41 Yes 13 0.00000001 0.00008559 42 Yes 13 0.00000001 0.00006168 43 Yes 13 0.00000001 0.00009577 44 Yes 13 0.00000001 0.00009555 45 Yes 13 0.00000001 0.00006108 46 Yes 13 0.00000001 0.00008879 47 Yes 13 0.00000001 0.00009592 48 Yes 13 0.00000001 0.00006084 49 Yes 13 0.00000001 0.00009214 50 Yes 13 0.00000001 0.00009770 Maximum Tower Deflections - Service Wind Section Elevation H= Gov. Tilt Twist No. Deflection Load n in Comb Lt 108.5 - 100.5 15.524 49 14788 0.0023 L2 100.5 - 100 13.391 49 1.2612 0.0023 L3 100 - 82.25 13.259 49 1.2594 0.0023 L4 82.25 - 81.3333 8.983 49 0.9985 0.0007 L5 81,3333- 8.792 49 0.9906 0 OX7 76 6667 L6 766667- 7.834 49 0.9679 0.0006 73.5787 L7 73.5787 - 7.220 49 0.9324 0.0006 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 34 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° 66.4167 L8 66.4167 - 60.17 5.857 49 0.8830 0.0005 L9 60.17 - 33.9351 4.760 49 0.7933 0.0004 L10 38.0645 - 30.5 1.854 49 0.4591 0.0002 L11 30.5-28,75 1.181 49 0.3758 0.0001 L12 2835 - 16.125 1.048 49 0.3526 0.0001 L13 16.125 - 12.875 0.327 49 0.1941 0.0001 L14 12.875 - 8125 0.208 49 0.1538 0.0000 L15 8.125-5875 0.083 49 0.0980 0.0000 L16 5.875 - 4.5 0.043 49 0.0701 0.0000 L17 45-3,5 0.026 49 0.0534 0.0000 L18 35-0 0.016 49 0.0425 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 108.00 (2) 800 10504 wl Mount Pipe 49 15.390 1.2779 0.0023 19563 102.00 (2) BXA-70090/4CF w/ Mount 49 13.788 1.2656 0.0023 13484 Pipe 100.00 A-18A24N-U 49 13.259 1.2594 0.0023 8731 88.00 (2) TMBXX-6516-R2M w/ Mount 49 10.257 1.0838 0.0011 3393 Pipe 80.00 Platform Mount [LP 303-11 49 8.516 0.9835 0.0007 6679 78.00 (4) DB845N65ZAXT w/ Mount 49 8.105 0.9763 0.0007 8001 Pipe 70.00 800 10121 wi Mount Pipe 49 6.527 0.9064 0.0006 6603 30.00 GPS-TMG-26NMS 49 1.142 0.3693 0.0001 4440 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load in Comb. L1 108.5 - 100.5 110.723 22 9.1571 0.0258 L2 1005- 100 95.556 22 9.0326 0.0254 L3 100 - 82.25 94.618 22 9.0200 0.0254 L4 82.25 - 81.3333 64.182 22 7.1498 0.0160 L5 81.3333 - 62.821 22 7.0931 0.0159 76.6667 L6 766667- 55.995 22 6.9311 0.0156 73.5787 L7 715787 - 51.612 22 6.6771 0.0150 66.4167 LB 66.4167 - 60.17 41.889 22 5.3235 0.0141 L9 60.17 - 33.9351 34.055 22 5.6820 0.0124 L10 38.0645 - 30.5 13.276 22 3.2897 0.0069 L11 30,5-28 75 8.462 22 2.6929 0.0056 L12 2875- 16.125 7.506 22 2 5263 0.0053 L13 16.125 - 12.875 2.340 22 1.3907 0.0029 L14 12.875 - 8 125 1.492 22 1.1019 0.0023 L15 8.125 - 5.875 0.595 22 0.7021 0.0014 L16 5.875 - 4 5 0.311 22 0.5024 0.0010 L17 4.5-3 5 0.184 22 0.3827 0.0008 L18 3.5 - 0 0112 22 0 3048 0.0006 Critical Deflections and Radius of Curvature - Design Wind --Defl- _ Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 35 Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature _ ft Comb. in ft 108.00 (2) 800 10504 w/ Mount Pipe 22 109.771 9.1511 0.0258 2904 102.00 (2) BXA-70090/4CF w/ Mount 22 98.381 9.0640 0.0255 1998 Pipe 100.00 A-18A24N-U 22 94.618 9.0200 0.0254 1296 88.00 (2) TMBXX-6516-R2M w/ Mount 22 73.263 7.7611 0.0197 493 Pipe 80.00 Platform Mount [LP 303-1] 22 60.853 7.0428 0.0180 966 78.00 (4) DB845N65ZAXT w/ Mount 22 57.925 6.9912 0.0178 1155 Pipe 70.00 800 10121 w/ Mount Pipe 22 46.671 6.4910 0.0167 949 30.00 GPS-TMG-26NMS 22 8.183 2.6463 0.0062 623 Compression Checks Pole Design Data Section Elevation Size L L° Kvr A P. Ratio No. P. ft ft It in2 K K gyp, 1-1 108.5 - 100.5 TP12xl2x0.375 8.00 0.00 0.0 13.695 -1.91 431.40 0.004 (1) 4 L2 1005- 100 TP14.5xl2x0.375 0.50 0.00 0.0 13.695 -1.92 431.40 0.004 (2) 4 L3 100-82.25 TP18.5568x14.54.1875 1775 0.00 0.0 11.090 -3.89 785.63 0.005 (3) 5 1-4 82.25- TP18.7663xl 8.5568x049 0.92 0.00 0.0 28.970 -4.03 2135.41 0.002 81.3333(4) 23 4 L5 81.3333 - TP19.8329x18.7663x1.05 4.67 0.00 0.0 63.764 -6.65 4700.05 0.001 76.6667 (5) 45 1 L6 76.6667 - TP20.5387x19.8329x0.45 3.09 O.OD 0.0 29.406 -7.12 2167.58 0.003 73,5787(6) 47 9 L7 73,5787- TP21.7666x20.5387x0.92 7.16 0.00 0.0 62.206 -10.70 4585.23 0.002 66.4167 (7) 7 3 L8 66.4167- TP23.1648x21.7666x0.48 6.25 0.00 0.0 35.069 -11.98 2584.97 0.005 60.17(8) 01 5 L9 60,17- TP29.0368x23.1648x0.49 26.23 0.00 0.0 44.160 -17.46 3255.05 0.005 33.9351 (9) 66 - 2 L10 33.9351 - TP29.2292x27.1193x0.53 7.56 0.00 0.0 49.824 -20.27 3672.53 0.006 30.5 (10) 93 0 L11 30.5 - 28.75 TP29.6177x29.2292x0.59 175 0.00 0.0 55.196 -20.87 4068.51 0.005 (11) 05 2 L12 28.75- TP32.4203x29.6177x0.62 12.63 0.00 0.0 64.003 -25.22 471T67 0.005 16.125 (12) 52 2 L13 16.125- TP33.1418x32.4203x0.61 3.25 0.00 0.0 64.254 -26.38 4736.21 0.006 12.875 (13) 35 6 L14 12.875 - TP34. 1963x33.1418x0.63 4.75 0.00 0.0 68.989 -28.16 5085.22 0.006 8.125 (14) 85 6 L15 8.125-5.875 TP34.6958x34.1963x0.59 2.25 0.00 0.0 65.191 -28.98 4805.25 0.006 (15) 37 3 L16 5.875-4.5 TP35.001x34.6958x0.592 1.38 0.00 0.0 65.621 -2948 4836.94 0.006 (16) 3 3 L17 4.5-3.5(17) TP35.223x35.0014.6653 1.00 0.00 0.0 74.036 -29.89 5457.21 0.005 2 L18 3.5-0(18) TP36x35.223x0.5908 3.50 0.00 0.0 67.362 -31.20 4965.31 0.006 7 Pole Bending Design Data Section Elevation Size M°, Cm.., Ratio M,,, om,,, Ratio No. M,,, M,y ft kip ft kip-k Inp n kip-it _ 0M„~_ 1 108.5 - 100.5 TP12x12x0 375 34 55 1336-( 0 260 0 00 133.07 0.000 -Ti-i-6-8-5--To-o5- (1) tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/ BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 36 Section Elevation Size M,,, ¢M„ Ratio M„y W y Ratio No. M,,, May ft kip-ft kip-ft AMA, kip-n kip-ft W4 L2 100.5 - 100 TP14.5xl2x0.375 34.52 13107 0.259 0.00 133.07 0.000 (2) L3 100-82.25 TP18.5568x14.5x0.1875 260.50 293.34 0.888 0.00 29134 0.000 (3) L4 82.25- TP 18.7663x 18.5568x0.49 276.17 780.27 0.354 0.00 780.27 0.000 81,3333(4) 23 L5 81.3333- TPI 9.8329x18.7663x 1.05 378.04 1715.96 0.220 0.00 1715.96 0.000 766667(5) 45 L6 76.6667- TP20.5387xI 9.8329x0.45 453.39 874.13 0.519 0.00 874.13 0.000 73.5787 (6) 47 L7 735787- TP21.7666x20.5387x0. 92 657.01 1878.56 0.350 0.00 1878.56 0.000 66.4167 (7) 7 L8 664167- TP23.1648x21.7666x0.48 861.84 1179.15 0731 0.00 1179.15 0.000 60.17 (8) 01 L9 60.17 - TP29.0368x23.1648x0.49 1654.03 181122 0.912 0.00 1813.22 0.000 33.9351 (9) 66 L10 33.9351 - TP29.2292x27.11930.53 1950.83 2123.63 0.919 0.00 2123.63 0.000 30.5 (10) 93 L11 30,5-28,75 TP29.6177x29.2292x0.59 2021.55 2376.67 0.851 0.00 2376.67 0.000 (11) 05 L12 28.75- TP32.4203x29.61774.62 2551.02 3020.70 0.845 0.00 3020.70 0.000 16.125 (12) 52 L13 16.125- TP33.1418x32.4203x0.61 2692.56 3104.94 0.867 0.00 3104.94 0.000 12.875 (13) 35 L14 12.875 - TP34.1963x33.1418x0.63 2903.06 343870 0.844 0.00 3438.70 0.000 8.125 (14) 85 L15 8.125 - 5.875 TP34.6958x34.1963x0.59 300428 3307.32 0.908 0.00 3307.32 0.000 (15) 37 L16 5875-4,5 TP35.001 x34.6958x0.592 3066.63 3359.72 0.913 0.00 335972 0.000 (16) 3 L17 4.5 - 3.5 (17) TP35.223x35.0010.6653 3112.19 3799.34 0.619 0.00 3799.34 0.000 L18 3.5-0(18) TP36x35.223x0.5908 3273.20 3551.00 0.922 0.00 3551.00 0.000 Pole Shear Design Data Section Elevation Size Actual oV„ Ratio Actual ¢T„ Ratio No. V„ . V„ T T. ft _ K K kip-ft kip-ft ~T" L1 108.5-100.5 TP12x12x0.375 8.54 21510 0.040 0,01y 202.31 0.000 (1) L2 100.5 - 100 TP14.5xl2x0.375 8.61 215.70 0.040 0.11 202.31 0.001 (2) L3 100-82.25 TP18.5568x14.50.1875 16.99 392.82 0.043 0.43 594.81 0.001 (3) L4 82.25- TP18.7663x18.5568x0.49 17.19 1067.70 0.016 046 1582.13 0.000 81.3333 (4) 23 L5 81,3333- TP19.8329xl8.7663x1. 05 24.07 2350.03 0.010 0.66 3479.43 0.000 766667(5) 45 L6 766667- TP20.5387xl 9.8329x0.45 24.75 1083.79 0.023 0.80 1772.46 0.000 73 5787 (6) 47 L7 73.5787 - TP21.7666x20. 5387x0.92 32.11 2292.61 0.014 1.47 3809.13 0.000 664167(7) 7 L8 66.4167 - TP23.1648x21.7666x0.48 33.49 1292.49 0.026 1.77 2390.94 0.001 6017(8) 01 L9 60.17 - TP29.0368x23.1648449 38.31 1627.52 0.024 2.87 3676.65 0.001 339351 (9; 66 L10 33.9351 - TP29.2292x27. 11934.53 40.10 1836.26 0.022 3.28 4306.07 0.001 30.5 (10) 93 L11 30.5 -2875 TP29.6177x29.2292x0. 59 40.68 2034.26 0.020 3.34 4819.13 0.001 (11) 05 L12 28.75 - TP32.4203x29.6177x0.62 43 26 2358.84 0.018 4.02 612504 0.001 16 125 (12) 52 L13 16 125 - TP33. 1418x32.4203x0.61 43 87 2368.10 0.019 4.20 6295 86 0.001 12 875 (13) 35 L14 12.875- TP34. 1963x33.1418x0.63 44.79 2542.61 0.018 4.45 6972.60 0.001 8.125 (14) 85 tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 37 Section Elevation Size Actual oV„ Ratio Actual +T„ Ratio No. V. V„ T T„ it K K (1) V~ kip-ft kip-ft Ll L15 8.125-5.875 TP34.6958x34.1963x0.59 45.22 2402.62 0.019 4.58 6706.22 0.001 (15) 37 L16 5.875-4.5 TP35.00lx34.6958x0.592 45.49 2418.47 0.019 4.66 6812.47 0.001 (16) 3 L17 4.5-3.5(17) TP35.223x35.001 x0.6653 45.68 2728.60 0.017 4.72 7703.87 0.001 L18 3.5-0(18) TP36x35.223x0.5908 46.36 2482.65 0.019 4.92 7200.32 0.001 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. IV!- M„y V. T Stress Stress ft Wily _.AV„_ QT Ratio Ratio Lt 108.5 - 100.5 0.004 0260 0.000 0.040 0.000 0 266 1 000 4 8 2 ? (1) ? L2 100.5 - 100 0.004 0.259 0.000 0.040 0.001 0.266 1.000 4 8 2 ? (2) ? L3 100 - 82.25 0.005 0.888 0.000 0.043 0.001 0.895 1.000 4 8 2 ? (3) ? L4 82,25- 0.002 0.354 0.000 0.016 0.000 0.356 1.000 481 ? 81.3333(4) ? L5 81.3333- 0.001 0.220 0.000 0.010 0.000 0.222 1.000 4 8 2 ? 76.6667 (5) ? L6 76,6667- 0.003 0.519 0.000 0.023 0.000 0.523 1.000 4 8 2 ? 73.5787 (6) ? L7 73.5787- 0.002 0.350 0.000 0.014 0.000 0.352 1.000 4.8.2 ? 66.4167(7) ? L8 66.4167- 0.005 0.731 0.000 0.026 0.001 0.736 1.000 4.82 ? 60,17(8) ? L9 60.17- 0.005 0.912 0.000 0.024 0.001 0.918 1.000 4 8 2 33.9351 (9) ? L10 319351 - 0.006 0.919 0.000 0.022 0.001 0.925 1.000 4 8 2 ? 30.5 (10) ? 111 30.5-28.75 0.005 0.851 0.000 0.020 0.001 0,856 1.000 4.&2 (11) y L12 28.75- 0.005 0.845 0.000 0.01 B 0.001 0.850 1.000 4 8 2 ? 16.125 (12) ? L13 16.125 - 0.006 0.867 0.000 0.019 0.001 0.673 1.000 4 8 2 ? 12.875 (13) ? L14 12875- 0.006 0.844 0.000 0.018 0.001 0.850 1.000 4 8 2 ? 8.125 (14) ? L15 8.125 - 5.875 0.006 0.908 0.000 0.019 0.001 0.915 1.000 4 8 2 ? (15) V L16 5.875 - 4.5 0.006 0.913 0.000 0.019 0.001 0,919 1.000 4.82 ? (16) ? L17 4.5 - 3.5 (17) 0.005 0.819 0.000 0.017 0.001 0.825 1.000 482 ? L18 3.5 - 0 (18) 0.006 0.922 0.000 0.019 0.001 0.928 1.000 4.8 2 ? ? Section Capacity Table Section Elevation Component Size Critical P op~ro. % Pass No ft Type Element K K Capacity Fail u 1085 100.5 Pole T1512x12x0.375 1 -191 431.40 266 Pass L2 100.5-100 Poie TP14.5xl2x0.375 2 -1.92 431.40 26.6 Pass L3 100-82 25 Pole TP18.5568x14.50.1875 3 -3.89 785.63 89.5 Pass L4 82.25 - 81.3333 Pole TP18. 7663xl8.5568x0.4923 4 -4.03 2135.41 35.6 Pass L5 81.3333 - Pole TP19.8329x18.7663x1.0545 5 -6.65 4700.05 22.2 Pass tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 38 Section Elevation Component Size Critical P op.ww. % Pass No It Type Element K K Capacity Fail 76.6667 L6 76,6667- Pole TP20.5387x19.8329x0.4547 6 -7.12 2167.58 52.3 Pass 73.5787 L7 73.5787- Pole TP21.7666x20.5387x0.927 7 -10.70 4585.23 35.2 Pass 66.4167 L8 66.4167 - 60.17 Pole TP23.1648x21.7666x0.4801 8 -11.98 2584.97 73.6 Pass L9 60.17 - 33.9351 Pole TP29.0368x23.1648x0.4966 9 -17.46 3255.05 91.8 Pass L10 33-9351 - 30.5 Pole TP29.2292x27.1193x0.5393 10 -20.27 3672.53 92.5 Pass Ll l 30,5-28.75 Pole TP29.6177z29.2292x0.5905 11 -20.87 4068.51 85.6 Pass L12 28.75 - 16.125 Pole TP32.4203x29.6177x0.6252 12 -25.22 4717.67 85.0 Pass L13 16.125-12.875 Pole TP33.1418x32.4203x0.6135 13 -26.38 4736.21 87.3 Pass L14 12.875 - 8.125 Pole TP34. 1963x33.1418x0.6385 14 -28.16 5085.22 85.0 Pass L15 8.125 - 5.875 Pole TP34.6958x34. 1963x0.5937 15 -28.98 480525 91.5 Pass L16 5.875-4.5 Pole TP35.00lx34.6958x0.5923 16 -29.48 4836.94 91.9 Pass L17 4.5-3.5 Pole TP35.223x35.00lx0.6653 17 -29.89 5457.21 82.5 Pass L18 3.5 - 0 Pole TP36x35.223x0.5908 18 -31.20 4965.31 92.8 Pass Summary Pole (L18) 92.8 Pass RATING = 92.8 Pass tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 39 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 40 12, 00 •e *see • . 00 " w es LE.L tnxTower Report - version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 41 APPENDIX C ADDITIONAL CALCULATIONS Program Version 6.0.3.0 - 1217/2011 File:G:/rOWER/375_Crown_Castle/2012/37512-2161 BU 806579AN0539085 BU806579/37512-2161 Crown.en tnxTower Report - version 6.0.3.0 4 ,OBSM1 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION i (2) SW 105N wl Mount Pipe 108 Nei Mount (LP 303-11 BO o Iii I(2) 81 wl Mount Pipe 106 I(4)D8M N65ZA%T wI Mount Pipe ]0 ~Q m 1005fl I(2) 8010504 wl Mount Pipe 108 (4) DBBd5N65ZW(Tw/MOUnl Pipe ]B I~ T-Aim Mount(rA 702-3) 100 1(4) 061 wl Mount Plpe 78- (2) 3% 7(Xai w/ Mount Pipe 102 80010121 wI Mount Pipe 70 li a 1(2) BXA-7N9N4CF W/ Mount Pipe 102 180010121 wl Mount Pipe 70 .a)BXA-]009W4CF w/Mount Pi 1102 2 ETD819G12118 ]0 ' B%Mt]1090IBCFwI Mount Pipe '102 (3) ETDBt9G-12UB ,70 ! BXA-171090I8CFw/Mount Pipe 1102 (2)ETD019G42UB 70 IIL~ o' IN ~ 9xh17109WBCF col MOunl Pipe 102 (2)ETM190G-12UB 70 (2)F.X. 1102 (2)ETM190G-12UB 70 ! o N (2)FILBRBWd .102 (2)ETMI90G-12US 70 (2) `mR6lKX 102 1(2)CCDP-565-1W 70 B-h LaEtler '102 '(21 CCDP-565-iW 70 w_ 823fl PIeMOrtn MOUm IlP 602-t1 .102 !(2) CCDP-565-1W 70 A-18 A24N-U .100 :DBXNHE565A-A2Mw/Mount P'pe 70 e I(2)TMBXX-6516R214 w/ Mount ~88 03XNH-6585FA2M w/ Mount Pipe 70 in Ifil o n IP'" -J D9XNH-6565A-A 14 wit Mount Pipe 70 ]B71 ~(2)TMM-6516-R2Mw/Mount (88 10442 RRH 700 ]0 Pipe (2)RR65-19-02DPw/Mount Pipe ae '9412RRH ]00 ]0 ]]6fl LII 9442 RRH 700 ]0 (2)RR65-l ii w/Mo ,Pipe 188 9H2 RRHAWS 70 (2) RRWI 9-020P W Mont Pipe Be 1gH2 RRH AWS ]0 n in 'g E,5S09P94 88 9442 RRH AWS 70 E15SWP94 se DCW8-60.18-81F 70 _ 66Ifl E15609P94 80 DBXNH-85851 w/ Mount Pipe 70 Irk ~i E15SOOPM 1.00 Dfi%N H-0585MP2MHMount Pipe 70 E15500P80 ''00 J DBXNHBS05MA2M wl Mount Pipe 70 I E15SOOP80 188 Mount RA 602-3] T-Ann T-Nm Mount PA60L3 ] o n rv (2)TM 00 602 8 0 8 t11 Op 0 2 col Mount ]0 r Pipe %X6516-R2M col Mount BB Pipe 1. ' Pipe PIpe MOUnI PM 601-1) 30 ' i~ GPS-TMG26NM6 30 11 1 ; MATERIAL STRENGTH GRADE F Fu GRADE F Fu A53-935 35ksi 58 ksi Rent 6500 65 ksi 65 ks1 1 A"R fi5 ksi 80 xsi 1 111 TOWER DESIGN NOTES - 1 1 1. Tower is located in Suffolk County, New York. ! 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. 1 4. Tower is also designed for a 50 mph basic wind with 0.75 in ice. Ice is considered to 1 increase in thickness with height. 5. Deflections are based upon a 60 mph wind 6. Tower Structure Class II. _ 339 a 7. Topographic Category 1 with Crest Height of 0.00 ft m 8. TOWER RATING' 92.8% m 4-~ 30 5 n 258 ft - ALL REACTIONS 1 ARE FACTORED i AXIAL 1 : 60 K 1 SHEAR MOMENT is t n I_~ 7 K 571 kiP -a r - J rv 1228 TORQUE 1 kip-8 e 1, 50 mph WIND - 0.7500 in ICE 'A R Bin AXIAL 37 K c m p M_. ° 59M1 rv p 451 SHEAR MOMENT 46 K r 1 3273 kip-ft n Don _ TOROUE 6 klpR - E RE4CTION'S-110mph WIND AH-1 Paul J Ford and Company °`_100' Monopole / Cutchogue 958280 - 250 E. Broad Street Suite 1500 P'°"" P.1F3751z-z1617eu6o65T9 Columbus, OH 43215 CC! Briar. K Kermotle Phone 614.221.8679 e TIA-222-G D°i` 12118112 $CB1p NTS FAX. 514.4484105 'e~^ Ows ~'E-t Date: 1211812012 PAUL J. FORD AND COMPANY PJF Project 37512-2161 S T R UCT U R A L ENG I N EE RS Client Ret# BLI 806579 250 Fan 3-= S..m•s~aa500 <A"N"ono<insaPOn Site Name: NV Cutchogue Phone,e14-n1~ 70 - F.,nlu48<105 - WWW PiFw„n.,o„ ' Description: 100-ft Tapered w/ Prop. 12' Ext Owner: Crown v4.1 - Effective 7-3-12 Engineer: BKK Asymmetric Anchor Rod Analysis k-# TIA Rat G Location = Base Plate Moment = M2O Axial = kips ASIF = NIA p = 0.55 for BP, Rev. G Sect 4.9.9 Shear = kips Max Ratio = 105.0% Threads = NIA for FP, Rev. G Anchor Qty= For Post Ins talled Anchors: Check anchors for embedment, epoxy/grout bond, and capacity based on proof load. Nominal Area Max Net Max Net Load for Capacity Anchor Dia, Location, Anchor Override, Compressi Tension, Capacity Override, Capacity, Capacity Item in Spec Fy, ksi Fu, ksl degrees Circle, in in' Area, in2 on, kips kips Calc, kips kips kips Ratio 1 2.250 1h18J A615 Gr 75 75 100 37.5 44.00 0.00 3.98 184 49 180,54 189.84 0.00 260.00 73.0% 2 2.250 #18J A615 Gr 75 75 100 525 44.00 0.00 3.98 180.25 176.29 185.59 0.00 260.00 71.4% 3 2.250 #18J A615 Gr 75 75 100 127.5 44.00 0.00 3.98 192 29 188.33 197.63 0.00 260.00 76.0% 4 2.250 #%J A615 Gr 75 75 100 142.5 44.00 0.00 3.98 195.44 191.48 200,78 0.00 260.00 77.2% 5 2.250 #18J A515 Gr 75 75 100 217.5 44.00 0.00 3.98 178 70 174.74 184.04 0.00 260.00 7D.8% 6 2.250 #19J A615 Gr 75 75 100 232.5 44.00 0.00 3.98 174.66 170 70 180.00 0.00 260.00 69.2% 7 2.250 #18J A615 Gr 75 75 100 307.5 44.00 0.00 3.98 192.75 198.81 198.11 0.00 260.00 76.2% 8 2.250 #18J A615 Gr 75 75 1D0 322.5 44.00 0.00 3.98 197.27 193.31 202.61 0.00 260.00 771% 9 1.750 Dywidag (150 ksi) 127.7 150 0.0 47.00 0.00 2.71 143.16 140.46 146.80 191.80 191.80 76.5% 10 1.750 Dywldag (150 ksi) 127.7 150 90.0 47.00 0.00 2.71 131.49 128.79 135.13 191.80 191.80 7D.5% 11 1.750 Dywidag (150 ksi) 127.7 150 180.0 47.00 0.00 2.71 140.05 137.35 143.69 191.80 191.80 74.9% 12 1.750 Dywidag (150 ksi) 127.7 150 270.0 47.00 0.00 2 71 129.33 126.64 132.97 191.80 191.80 69.3% 13 0.000 Dywidag (150 ksi) 0 0 45.0 51.50 0.00 0.00 0.00 0.00 000 149.70 0.00 0.0% 14 0.000 Dywidag (150 ksi) 0 0 135.0 51.50 0.00 0.D0 0.00 0.00 0,00 149.70 0.00 0.0% 15 0.000 Dywidag (150 ksi) 0 0 240.0 51.50 0.00 0.00 0.00 0.00 0.00 226.20 0.00 0.0% 16 0.000 Dywidag (150 ksi) 0 0 300.0 51.50 0.00 0.00 0.00 0.00 0.00 226.20 0.00 0.0% 17 2.500 A193 Gr B7 105 125 26.0 57.00 0.00 4.91 299.60 294.72 306.19 0.00 400.00 76.5 % 18 2500 A193 Gr B7 105 125 114.0 57.00 0.00 4.91 299.74 294,65 306.33 0.00 400.00 76.6% 19 2.500 A193 Gr B7 105 125 285.0 57.00 0.00 4.97 292 71 287.83 29930 0.00 400.00 74.8% 20 2.500 A193 Gr B7 105 125 209.0 57.00 0.00 4.91 290.80 285.91 297.38 050 400.00 74.3 62.32 ^CePnsn, 201 Paull. vwtl e4e cortmn~~-,r.. x,:. p:e...E, Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions: 1) Rod groups at comers. Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Corner). 2) Rod Spacing = Straight Center-to-Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of leveling nut and to of concrete not exceeding 1)' Rod Diameter) Site Data Base Reactions BU#: TIA Revision: G Reactions modified to Site Name: Factored Moment, Mu: 1432.15667 ft-kips account for post- App Factored Axial, Pu: 15.8 kips installed anchors Anchor Rod Data Factored Shear, Vu: 23.5 kips Eta Factor, N75 TIA G (Fig. 4-4) Qty: Diam: in Anchor Rod Results Rod Material: TIA G Max Rod (Cu+ Vu/r1): 202.6 Kips Yield, Fy: ksi Axial Design Strength, m*Fu*Anet: 260.0 Kips Strength, Fu: ksi Anchor Rod Stress Ratio: 77.9% Pass Bolt Circle: in Anchor Spacing: in Plate Data Base Plate Results Flexural Check PL Ref. Data W=Side: 42 in Base Plate Stress: 50.1 ksi Yiaid Line (in Thick: 2.25 in PL Design Bending Strength, m*Fy: 54.0 ksi 23.40 Grade: 60 ksi Base Plate Stress Ratio: 92.8% Pass Max PL Length: Clip Distance: 16 in 2140 N/A - Unstiffened Stiffener Data Weldin at both sides Stiffener Results Configuration: Unstiffened Horizontal Weld : N/A Weld Type: Vertical Weld: N/A Groove Depth: in " Plate Flex+Shear, fb/Fb+(fv/Fv)^2: N/A Groove Angle, degrees Plate Tension+Shear, fUFt+(fv/Fv)42: N/A Fillet H. Weld: Disregard Plate Comp. (AISC Bracket): N/A Fillet V. Weld: in Pole Results Width: in Pole Punching Shear Check: N/A Height: in r Thick: in Notch: in Grade: ksi Weld str.: ksi Hco r1 icua.nos Pole Data Dial 36 in hick: 0.3125 in , 65 ks A ~,aodes: 12 "0" IF Round i ° ` Note: for complete joint Denetratlon groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CCIplate 1.5 - Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 12/18/2012 Date: 1211812012 PAUL J. FORD AND COMPANY PJF Project: 37512-2161 MS T R U C T U R A L E N G INFERS Client Ref. N 806579 750 r.,:l a,n.,d 5t, a Suit. 500 • rmt„m„ r. ohm 4in s!'0e Site Name: Phnne614221b679 • 1-61 48-41 -PJFw b.rnm Description: Determination of Loads in extension bolts. 100' Elevation Owner: A 1 - Effective 7-3-12 Engineer: BKK Asymmetric Bolt Analysis Moment = 34.52 k-ft TIA Ref. G Location = Flange Plate Axial= 1.91 kips ASIF= NIA q= NIA for SP, Rev. G Sect 49.9 Shear= 8.81 kips Max Ratio = 105.0% Threads = X-Exdutled for FP, Rev. G Anchor Oty = 9 For Flange Plates: Prying action is not considered in the bolt loads. Area Max Net Max Net Load for Capacity Nominal Location, Bolt Circle, Override, Comprises! Tension, Capacity Override, Capacity, Capacity Rem Bolt Dia, in Spec Fy,ksi Fa, ksi degrees in in' Area, in' on, kips kips Calc, kips kips kips Ratio 1 1.000 A193 Gr B7 105 125 0.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 2 1.000 A193 Gr B7 105 125 30.0 25.75 0.00 0.79 7.36 6.94 6.94 O.DO 56.80 12.2% 3 1.000 A193 Gr B7 105 125 80.0 25.75 0.DO 0.79 7.36 6.94 6.94 0.00 56.80 12.1% 4 1.000 A193 Gr B7 105 125 120.0 25.75 0.00 0.79 7.36 694 6.94 0.00 56.80 12.2% 5 1.000 A193 Gr B7 105 125 150.0 25.75 0.00 0 79 7 36 6.94 6,94 0.00 56.80 12.2% 6 1.000 A193 Gr 87 105 125 180.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 7 1.000 A193 Gr B7 105 125 240.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 8 1.000 A193 Gr B7 105 125 270.0 25.75 0.00 0.79 7.3fi 6.94 6.94 0.00 56.80 12.2% 9 1.000 A793 Gr B7 105 125 300.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 7.07 •corry, e.. e: F~.~. 0 IhIIIII-d. e Stiffened or Unstiffened, Exterior Flange Plate - An Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Existing Top Plate Mu 45.69552 ft-kips X-Excluded BU#: 806579 Axial, Pu: 1.9 kips Vn= 0.55*Ab*Fu) Site Name: Shear, Vu: 8.6 ki s =0.75, *Vn ki s App Elevation: 100 feet 40.50 Pole Manufacturer: Other If No stiffeners, Criteria: TA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Non-Ri id Bolt Data Bolt Tension Capacity, 1p*Tn,B1: 56.81 kips w'T Qty: 12 Ad'usted lp*Tn (due to Vu=Vu/Qty), B: 56.80 kips raml(1-(Vu/gvn)42j^0.5 Diameter (in.): 1 Bolt Fu: 125 Max Bolt directly applied Tu: 6.94 Kips Bolt Material: Other Bolt Fy: 105 Min. PL "tc" for B cap. w/o PrV: 2.289 in Strength (Fu): 125 ksi Min PL "trey" for actual T wl Pry: 0.610 in Yield (Fy): 105 ksi Min PL 11" for actual T w/o Pry: 0.800 in Circle in.: 25.75 T allowable with Prying: 33.08 kips 0!5a'<1 case Prying Force, q: 0.00 kips Plate Data Total Bolt Tension=Tu+q: 6.94 kips Diam: 28.5 in Prying Bolt Stress Ratio=(fu+q)/(B): 12.2% Pass Thick, t: 1.5 in Grade (Fy): 50 ksi Exterior Flange Plate Results Flexural Check Non-Rigid Strength, Fu: 65 ksi Compression Side Plate Stress: 7.7 ksi TIA G Single-Rod B-elf: 3.84 in Allowable Plate Stress: 45.0 ksi cp'Fy Compression Plate Stress Ratio: 17.1% Pas Comp. Y.L. Length. Stiffener Data (Welding at Both Sides No Prying 21.28 Config: 0 Tension Side Stress Ratio, (treq/t)"2: 16.5% Pass Weld Type: Groove Depth: in n/a Groove Angle: degrees Stiffener Results Fillet H. Weld: Disregard Horizontal Weld : n/a Fillet V. Weld: in Vertical Weld: n/a Width: in Plate Flex+Shear, fb/Fb+(fv/Fv)^2: n/a Height: in Plate Tension+Shear, ft/Ft+(fv/Fv)42: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check. n/a Weld str.: Ilksi Pole Data Diam: 14.5 in - - Thick: 0.1875 in Grade: 65 ksi`' # of Sides: 18 "a" IF Round µg^, " Fu 80 ksi a Reinf Fillet Weld 0 "0" if None ' 0 = none, 1 = every boll, 2 = every 2 bolts, 3 = 2 per bolt Note. for complete joint penetration groove welds the groove depth must be exactly 112 the stiffener thickness for calculation purposes CClplate 1.5 - Ext Flange G 1.3, Effective March 19, 2012 Analysis Date: 12/18/2012 Stiffened or Unstiffened, Exterior Flange Plate - An Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Extension Plate Mu 45.69552 ft-kips X-Excluded BU#: 806579 Axial, Pu: 1.9 kips Vn= 0.55'Ab'Fu Site Name: Shear, Vu: 8.6 ki s =0.75, 'Vn ki s App Elevation: 100 feet 40.50 Pole Manufacturer: Other If No stiffeners, Criteria: TIA G 11-Only Applicable to Unstiffened Cases Flange Bolt Results Non-Rigid Bolt Data Bolt Tension Capacity, (p'Tn,81: 56.81 kips ~Tn Qty: 12 Adjusted (p'Tn (due to Vu=Vu/Qty), B: 56.80 kips ~Tn[(L(VU/~Vn)^2j"o.5 Diameter (in.): 1 Bolt Fu: 125 Max Bolt directly applied Tu:, 6.94 Kips Bolt Material: Other Bolt Fy: 105 Min. PL "tc" for B cap. w/o Prv: 2.806 in Strength (Fu): 125 ksi Min PL "treo" for actual T w/ Pry: 0.761 in Yield (Fy): 105 ksi Min PL "t1" for actual T w/o Pry: 0.981 in Circle in.: 25.75 T allowable with Prying: 25.45 kips Osc'!51 case Prying Force, q: 0.00 kips Plate Data Total Bolt Tension=Tu+q: 6.94 kips Diam: 28.5 in Prying Bolt Stress Ratio=(Tu+q)/(B): 12.2% Pass Thick, t: 1.5 in Grade (Fy): 50 ksi Exterior Flange Plate Results Flexural Check Non-Rigid Strength, Fu: 65 ksi Compression Side Plate Stress: 9.6 ksi TIA G Single-Rod B-eff: 3.14 in Allowable Plate Stress: 45.0 ksi (y*Fy Compression Plate Stress Ratio: 21.2% Pas comp. Y.I.. Length: Stiffener Data (Welding at Both Sides No Prying 22.78 Config: 0 Tension Side Stress Ratio, (treq/t)42: 25.7% Pass Weld Type: Groove Depth: in " n/a Groove Angle: degrees Stiffener Results Fillet H. Weld: Disregard Horizontal Weld : n/a Fillet V. Weld: in Vertical Weld: n/a Wdth: in Plate Flex+Shear, fb/Fb+(fv/Fv)A2'. n/a Height: in Plate Tension+Shear, ft/Ft+(fv/Fv)A2: n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: Ilksi Pole Data v Diam: N63 in Thick: in Grade: ksi ¦ # of Sides: '0lF Round Fu ksi RemfFillet Weld "0" if None N a - 0 = none, 1 = every bolt. 2 = every 2 bolts. 3 = 2 per bolt Noter for complete joint penetration groove welos the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5 - Ext Flange G 1.3, Effective March 19, 2012 Analysis Date: 12/18/2012 PJF Job No. 37512-2161 Project Name: NY Cutchogue Engineer: BKK page 1 Factored Foundation Loads: LC1 LC2 Factored Axial Load (+Comp, -Ten) = 31 23.25 kips 6 ft Round Factored Horiz. Load at Top of Pier = 46 46 kips I~ Factored OTM at Top of Pier = 3273 3273 kips LRFD Resistance and Load Factors: , m Dead Load Factors = Soil Bearing = 0.75 Soil Weight = 0.75 1.2 0.9 (24) #11 Vert Bars o Concrete Weight = 0.75 1.2 0.9 #6 Ties m Soil Properties: ° r Soil Cone of Uplift = 0 degrees M m o N Uplift Cone from Top of footing (18) #8 Rebar Depth to Water Table = 52 ft Top and Bottom Layer Soil Cohesion Friction Ull Depth Thk Density Angle Bearing it Pcf ksf degrees ksf ft v 12 115 0 0 10 12.00 i (18) #8 Reber i 111 Tap and Bottom i Dimensions: i 3.295 ksf Pier Shape = Round 7.298 ft . Pier Width = 6 ft Diameter i 524.1 kips Pier Height above Grade = 2 ft Depth to Bottom of Footing = 10 ft 5.905 ft Footing Thickness = 4 ft Footing Width, B = 20.5 ft Footing Length, L= 20.5 ft 20.5 ft x 20.5 ft Concrete: Concrete Strength = 3 ksi Rebar Strength = 60 ksi Total Pad Reinf SO = 28.44 inA2 21.25 inA2 = Min Stl, OK Concrete Volume = 70.6 ydA3 Total Pier Reinf Stl = 37.44 inA2 20.36 inA2 = Min Stl, OK Summary Results: Footing Thickness = 4.00 ft 2.05 ft = Min Ftg Thk, OK Required Available Maximum Net Soil Bearing = 3.461 ksf 7.500 ksf Stress Ratio = 46.1% in Soil Bearing Punching Shear Stress = 0.000 ksi 0.164 ksi Stress Ratio = 0.0% in Punching Shear Bending Shear Stress = 255.0 kips 879.2 kips Stress Ratio = 29.0% in Bending Shear Bending Moment = 1636.3 k-ft 2740.0 k-ft Stress Ratio = 59.7% in Bending Moment Conc Pier Reinforcing Steel = 3641.0 k-ft 4833.3 k-ft Stress Ratio = 75.3% in Pier Reber v2.1 37512-2161 RI PERMIT DWG CROWN CASTLE PROJECT: BU #806579; NY CUTCHOGUE 958280; CUTCHOGUE, NY C. SPECIAL INSPECTION AND TESTING MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT (REV. 2.1/2212009) 1. ALL WORK SHALL HE SUBJIEU I IEW AND OBSERVATION BY THE OWNER'S REPRESENTATIVE AND THE OWNER'S AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. REFER TO CROWN UPON THE SUCCESSFUL AND COMPLETE INSTALLATION OF THE REINFORCING SYSTEM SPECIFIED IN THESE CASTLE DOCUMENT ENG-SOW-10066 FOR SPECIFICATION. PLANS, THE REINFORCED POLE MEETS THE WIND DESIGN RECOMMENDATIONS OF THE TIA-222-G STANDARD 2. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE FOR WIND SPEEDS OF 120 MPH AND 50 MPH t 314" RADIAL ICE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE PERFORMED SOLELY FOR A GENERAL NOTES THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT 1. IT 9RALT77717 FESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND DOCUMENTS. THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE DIMENSIONS PRIOR TO FABRICATION AND CONSTRUCTION. THESE DRAWINGS WERE PREPARED FROM CONSTRUED AS SUPERVISION OF CONSTRUCTION. IN[ ORMAI ION AND DOCUMLNTS PROVIDED TO PAUL J. FORD & COMPANY BY CROWN CASTLE. THIS 3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE INFORMATION PROVIOF 11 HAS NOT BEEN FIELD VERIFIED BY PAUL J. FORD & COMPANY FOR ACCURACY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. AND THFREI ORE DISCRFPANCIF. S BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD 4. AN INDEPENDENT QUALIFIED INSPECTION/TESTING AGENCY SHALL BE SELECTED, RETAINED AND PAID BE ANTICIPATE[). ANY DISCREPANCIES AND/OR CHANGES BETWEEN THE INFORMATION CONTAINED IN FOR BY THE OWNER FOR THE SOLE PURPOSE OF INSPECTING, TESTING, DOCUMENTING, AND THESE DRAWINGS AND THE ACTUAL VERIFIED SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO APPROVING ALL WELDING AND FIELD WORK PERFORMED BY THE CONTRACTOR. THE ATTENTION OF CROWN CASTLE AND PAUL J. FORD & COMPANY SO THAT ANY CHANGES ANDIOR (A.) ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES. ADJUSTMENTS, IF NECESSARY, CAN BE MADE TO THE DESIGN AND DRAWINGS. (B.) THE INSPECTION AGENCY SHALL SO SCHEDULE THIS WORK AS TO CAUSE A MINIMUM OF 2. THE EXIST ING UNREINIORCED MONOPOLE STRUCTURE DOES NOT HAVE THE STRUCTURAL CAPACITY TO INTERRUPTION TO, AND COORDINATE WITH, THE WORK IN PROGRESS. IT IS THE CARRY ALL OF THE ANT ENNA AND PLATFORM LOADS SITOWNUFTTHESE DRAWINGS AT THE REQUIRED CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK SCHEDULE WITH THE TESTING MINIMUM TIA-222-G BASIC WIND SPEEDS. DO NOT INSTALL ANY ADDITIONAL OR NEW ANTENNA AND AGENCY. THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND ACCESS FOR THE PLATFORM LOADS UNTIL THE MONOPOLE REINFORCING SYSTEM IS COMPLETELY AND SUCCESSFULLY TESTING AGENCY TO PERFORM THEIR DUTIES. INSTALLED. 5. THE INSPECTION AND TESTING AGENCY SHALL BE RESPONSIBLE TO PERFORM THE FOLLOWING 3. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS SERVICES FOR THE OWNER. THE TESTING AGENCY SHALL INSPECT THE FOLLOWING ITEMS IN ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY ANDIOR GREATER QUANTITY, ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. THE TESTING AGENCY SHALL INSPECT ITEMS ON STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY. THE TESTING AGENCY 4, THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE INSTALLATION OF THE SHALL UTILIZE EXPERIENCED, TRAINED INSPECTORS INCLUDING AWS CERTIFIED WELDING INSPECTORS REINFORCING REPAIR SYSTEM HAS BEEN PROPERLY AND ADEQUATELY COMPLETED, IT IS THE (CWIL INSPECTORS SHALL HAVE THE TRAINING, CREDENTIALS, AND EXPERIENCE APPROPRIATE FOR CONTRACTOR'S SOLE RESPONSIBILITY TO INSURE THE SAFETY AND STABILITY OF THE MONOPOLE AND AND COMMENSURATE WITH THE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED. ITS COMPONENT PARTS DURING FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE A. GENERAL: ADDITION OF WHATFVFR TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH (FT-PRFORM CONTINUOUS ON-SITE OBSERVATION, INSPECTION, VERIFICATION, AND TESTING MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE DURING TFiETIMETFTEZ`ONTRACTOR IS WORKING ON-SITE. AGENCY SHALL NOTIFY OWNER COMPLETION OF THE PROJECT. IMPORTANTCUTTIN;WELDING AND SAFETY GUIDELINES: THE IMMEDIATELY WHEN FIELD PROBLEMS OR DISCREPANCIES OCCUR. PONT RACI OR SHALL FOLLOW AL AND SAFETY B. FOUNDATIONS CONCRETE AND SOIL PREPARATION - NOT REQUIRED GUIDELINES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT C. ON ETE STIN PRA I- KLUUIKEU CROWN CAS ILE GUIDE. INES FROM CROWN CASTLE. PER THE 12-01-2005 CROWN CASTLE DIRECTIVE: D. "ALI-CUTTING AND WT I- DING ACTIVITIES SHAI-L BE CO NOUCTED IN ACCORDANCE E (I.) UHLUK I HE b I EEL ON THE JOB WITH THE PLANS. I HE LNI THE LIFL OF ITIEPRUJ - (2.) CHECK MILL CERTIFICATIONS (3.) CHECK GRADE OF STEEL MEMBERS, AND BOLTS FOR CONFORMANCE WITH DRAWINGS. 5. THE STRUCTURAL CONTRAC MENTS DO NOT INDICATE THE METHOD OR MEANS OF (4.) INSPECT STEEL MEMBERS FOR DISTORTION, EXCESSIVE RUST, FLAWS AND BURNED HOLES. CONSTRLICI ION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY (5.) CALL FOR LABORATORY TEST REPORTS WHEN IN DOUBT. RESPONSIBI.F. FOR AL I CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND (6.) CHECK STEEL MEMBERS FOR SIZES, SWEEP AND DIMENSIONAL TOLERANCES. PROCEDURES. OBSERVAI ION VISITS TO THE SITE BY THE OWNER ANDIOR THE ENGINEER SHALL NOT (7.) CHECK FOR SURFACE FINISH SPECIFIED, GALVANIZED. INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. (8.) CHECK BOLT TIGHTENING ACCORDING TO AISC'TURN OF THE NUT' METHOD. 6. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE E. WELDING: DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY ~.jVERTFY FIELD WELDING PROCEDURES, WELDERS, AND WELDING OPERATORS, NOT DEEMED THE INSPECTION/TESTING AGENCY. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE PREQUALIFIED, IN ACCORDANCE WITH AWS D1.1. SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE (2.) INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED WITH CONTRACT DOCUMENTS. THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL AND IN ACCORDANCE WITH AWS D1.1. NOT BE CONSTRUED AS SUP[ RVISION OF CONSTRUCTION. (3.) APPROVE FIELD WELDING SEQUENCE, 7. ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS (A.) A PROGRAM OF THE APPROVED SEQUENCES SHALL BE SUBMITTED TO THE OWNER AND DEFECTS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS BEFORE WELDING BEGINS. NO CHANGE IN APPROVED SEQUENCES MAY BE MADE MAST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO WITHOUT PERMISSION FROM THE INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND OWNER. QUALITY OF MATERIALS AND EQUIPMENT BEING SUBSTITUTED. (4.) INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: 8. THE CONTRACTOR SHAI I HF RFSPONSIBI E FOR INITIATING, MAINTAINING, AND SUPERVISING ALL (A.) INSPECT WELDING EQUIPMENT FOR CAPACITY, MAINTENANCE AND WORKING CONDITIONS. SAFFTY PRECAUI IONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS (B.) VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR RFSPON SIRLE TO INSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE CONFORMANCE TO SPECIFICATIONS. IACAI-, STATE, AND II DERAIL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK AS WELL AS (C.) INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS CROWN CATTLE SAFETY GUIDELINES. D1.1. 9. 1 HE CON I FACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING AND NEW COAXIAL CABLES (D.) VISUALLY INSPECT ALL WELDS AND VERIFY THAT QUALITY OF WELDS MEETS THE AND OTHER EQUIPMENT DURING CONSTRUCTION, REQUIREMENTS OF AWS D1.1. 10. ANY EXISTING ATTACHMENTS ANDOR PROJECTIONS ON THE POLE THAT MAY INTERFERE WITH THE (E.) SPOT TEST AT LEAST ONE FILLET WELD OF EACH MEMBER USING MAGNETIC PARTICLE OR INSTALLATION OF THE REINFORCING SYSTEM WILL HAVE TO BE REMOVED, AND/OR RELOCATED, DYE PENETRANT. AND/OR REPLACED AND RE-INSTALLED AFTER THE REINFORCING IS SUCCESSFULLY COMPLETED. THE (F.) INSPECT FOR SIZE, SPACING, TYPE AND LOCATION AS PER APPROVED PLANS. CONTRACTOR SHALL IDENTIFY AND COORDINATE THESE ITEMS PRIOR TO CONSTRUCTION WITH THE (G.) VERIFY THAT THE BASE METAL CONFORMS TO THE DRAWINGS. OWNER, TESTING AGENCY, AND ENGINEER. (H.) REVIEW THE REPORTS BY TESTING LABS. 11. ANY AND ALL EXISTING PLATFORMS THAT ARE LOCATED IN AREAS OF THE POLE SHAFT WHERE SHAFT (L) CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. REINFORCING MUST RE APPLIED SHALL BE TEMPORARILY REMOVED OR OTHERWISE SUPPORTED TO (J.) INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. PERMIT NEW CONTINUOUS REINFORCEMENT TO BE ATTACHED. AFTER THE CONTRACTOR HAS (K.) CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY SUCCESSFUL I-Y INSTALL ED THE MONOPOLE REINFORCEMENT SYSTEM, THE CONTRACTOR SHALL REPAIRED, RE-INSTALL INE PL ATFORMS . IN NO CASE SHALL ANY NEW ANDIOR ADDITIONAL PLATFORMS AND/OR E. SPECIAL INSPECTION OF EXISTING SHAFT-TO-FLANGE WELD CONNECTIONS- (NOT REQUIRED): ANTFNNAS ANDIOR COAX CABLES AND/OR OTHER EQUIPMENT BE INSTALLED ON THE MONOPOLE UNTIL G. REP= THE CONTRACTOR HAS SUCCESSFILLY COMPLETED THE INSTALLATION OF ALL OF THE REQUIRED 1. ILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO THE OWNER. S TRUC IDEAL REINFORCING SYSTEM COMPONENTS. 6, THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC B. "LOW HEAT" WELDING PROCEDURES. ITEMS OF CONCERN. IT 15 NOT INTENDED TO BE ALL-INCLUSIVE. IT DOES NOT LIMIT THE TESTING AND 1. AN - ON THIS PROJECT SHALL BE PERFORMED BY AWS CERTIFIED INSPECTION AGENCY TO THE ITEMS LISTED. ADDITIONAL TESTING, INSPECTION, AND CHECKING MAY BE WELDERS USING "LOW HEAT" WELDING TECHNIQUES. REQUIRED AND SHOULD BE ANTICIPATED. THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL 2. FOR THE PURPOSES OF I I IIS PROJECT, "LOW HEAT" WELDING IS DEFINED AS A CAREFUL AND JUDGMENT AND KNOWLEDGE OF THE JOB SITE CONDITIONS AND THE CONTRACTOR'S PERFORMANCE CONTROLLED WELDING PROCESS, PERFORMED BY EXPERIENCED AWS CERTIFIED WELDERS, SUCH TO DECIDE WHAT OTHER ITEMS REQUIRE ADDITIONAL ATTENTION. THE TESTING AGENCY'S JUDGMENT THAT THE CORRECT AMOUNT OF WELD METAL IS DEPOSITED AND IS PROPERLY FUSED IN SUCH A WAY MUST PREVAIL ON ITEMS NOT SPECIFICALLY COVERED. ANY DISCREPANCIES AND PROBLEMS SHALL BE THAT EXCESSIVE AMOUNTS OF HEAT BUILDUP AT THE WELDED JOINT, DUE TO EXCESSIVE MOLTEN BROUGHT IMMEDIATELY TO THE OWNER'S ATTENTION. RESOLUTIONS ARE NOT TO BE MADE WITHOUT WELD METAL POOLING, IS AVOIDED. THE OWNER'S REVIEW AND SPECIFIC WRITTEN CONSENT. THE OWNER RESERVES THE RIGHT TO 3. THE "LOW HEAT" WELDING PROCESS SHALL BE SET UP SO THAT ANY FIELD WELDING ACTIVITY ON THE DETERMINE WHAT IS AN ACCEPTABLE RESOLUTION OF DISCREPANCIES AND PROBLEMS. POLE STRUCTURE DOES NOT SCORCH OR OTHERWISE DAMAGE THE EXISTING GALVANIZED SURFACE 7. AFTER EACH INSPECTION, THE TESTING AGENCY WILL PREPARE A WRITTEN ACCEPTANCE OR REJECTION ON THE INSIDE OF THE POLE SHAFT IN AND AROUND THE REGION OF THE WELD, WHICH WILL BE GIVEN TO THE CONTRACTOR AND FILED AS DAILY REPORTS TO THE OWNER. THIS 4. THE "LOW HEAT" WELDING PROCESS, USED IN CONJUNCTION WITH THE CROWN CASTLE COAX WRITTEN ACTION WILL GIVE THE CONTRACTOR A LIST OF ITEMS TO BE CORRECTED, PRIOR TO PROTECTION AND FIRE SAFETY GUIDELINES, SHALL BE SET UP SO THAT ANY FIELD WELDING ACTIVITY CONTINUING CONSTRUCTION, AND/OR LOADING OF STRUCTURAL ITEMS. ON THE POLE STRUCTURE DOES NOT SCORCH ANDIOR OTHERWISE DAMAGE THE EXISTING COAX 8. RESPONSIBILITY: THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR CABLES THAT RUN ON THE INSIDE AND/OR OUTSIDE OF THE POLE SHAFT IN AND AROUND THE REGION STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS OF THE WELD. FROM THE OFFICIAL CONTRACT DOCUMENTS. THE TESTING AGENCY WILL NOT REPLACE THE 5. "LOW HEAT" WELD DEMONSTRATION REQUIRED: PRIOR TO BEGINNING THE FIELD WELDING FOR THE CONTRACTOR'S QUALITY CONTROL PERSONNEL. REINFORCEMENT WORK, THE CONTRACTOR'S AWS CERTIFIED WELDER SHALL DEMONSTRATE THE "LOW HEAT" WELDING PROCESS THAT WILL BE USED ON THIS PROJECT SO THAT CROWN CASTLE REPRESENTATIVES CAN OBSERVE AND VERIFY THAT THE PROPOSED PROCESS DOES NOT DAMAGE THE EXISTING GALVANIZED SURFACE ON THE BACK SIDE OF THE SAMPLE PLATE THAT IS BEING WELDED. THE CONTRACTOR SHALL USE TEMPERATURE MONITORING DEVICES SUCH AS THERMOCOUPLE, HEAT CRAYON, AND/OR INFRARED SENSOR TO MEASURE AND DEMONSTRATE THE TEMPERATURE OF THE STEEL ON THE BACK SURFACE IN THE REGION OF THE WELD. THE "LOW HEAT" WELD DEMONSTRATION SHALL BE CARRIED OUT ON-SITE AND USING A GALVANIZED STEEL PLATE SAMPLE WITH A THICKNESS EQUAL TO THE MINIMUM SHAFT THICKNESS THAT WILL BE REINFORCED. ONLY AFTER THE "LOW HEAT" TECHNIQUES HAVE BEEN SUCCESSFULLY DEMONSTRATED AND ARE APPROVED BY CROWN CASTLE REPRESENTATIVES, CAN THE CONTRACTOR PROCEED WITH THE FIELD WELDING ON THE STRUCTURE. 6. CAUTION: THE CONTRACTOR SHALL CAREFULLY FOLLOW ALL CROWN CASTLE CUTTING WELDING FIRE SAFETY AND ALL OTHER SA I T AND STA61C11T4ZSFTHE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE HELD FULLY LIABLE FOR ANY DAMAGE (INCLUDING HEAT AND FIRE DAMAGE CAUSED BY FIELD WELDING) TO THE STRUCTURE AND ANY OF ITS COMPONENTS WHICH OCCURS DURING CONSTRUCTION. OF NEW Y CN1CAfigh 0,9 ` GO v ' ' m U / iltYll gt yw JAN 18 2013 0799 py pROFESS\ Q 12-1eao12 s n a PROJECT No, a PAUL J. FORD AND COMPANY 37512-2161 ISSUE DATE OF S T R 11 C T U R A L E N G I N E E R S DRAWN BY: eI 5H0,1500 PIPm„sonlP43zs BU #806579; NY CUTCHOGUE 958280 PERMIT R1: 12-18-2012 J ~I r w;7" Pliweb ~0 1 8.M.S. CUTCHOGUE, NY CHEBKED BV: CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY ' 111'AI2KMC-AVOW DRIVE. PITTSPORD, NV 14534 DATE: PH (55518993445 FAX'. (505)899-448 40-17-2012 37512 2161 RI PERMIT DWG D. STRUCTURAL STEEL G. CAST-IN-PLACE CONCRETE -(NOT REQUIRED) 1. =CTURAT=L MATERIALS, FABRICATION, DETAILING, AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING REFERENCE STANDARDS: H. EPOXY GROUTED REINFORCING ANCHOR RODS A. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC : 1. HOR RODS SHALL BE 150 KSI ALL-THREAD BAR (A.-)_ _ "SPECIFICATION FORTE E N, FABRI ION AN ERECTION OF STRUCTURAL STEEL CONFORMING TO ASTM A722. RECOMMENDED MANUFACTURERSISUPPLIERS OF 150 KSI ALL-THREAD FOR BUILDINGS" BAR ARE WILLIAMS FORM ENGINEERING CORPORATION AND DYWIDAG SYSTEMS INTERNATIONAL, (B.) "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,' AS 2. ALL REINFORCING ANCHOR RODS SHALL BE HOT DIP GALVANIZED PER ASTM A153. ALTERNATIVELY, APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS OF THE ALL REINFORCING ANCHOR RODS MAY BE EPOXY COATED PER ASTM A775. FNGINFERING FOUNDATION. 3. THE CORE-DRILLED HOLES IN THE CONCRETE FOR THE ANCHOR RODS SHALL BE CLEAN AND DRY, (C) "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (PARAGRAPH 4.2.1 AND OTHERWISE PROPERLY PREPARED ACCORDING TO THE ANCHOR ROD AND EPOXY SPECIFIC.N.I Y EXCLUDED). MANUFACTURERS' INSTRUCTIONS, PRIOR TO PLACEMENT OF ANCHOR RODS AND EPOXY. B. BY THE AMERICAN WELDING SOCIETY PAWS)). CONTRACTOR SHALL FOLLOW ALL ANCHOR ROO AND EPOXY MANUFACTURER RECOMMENDATIONS (A.)- STRUCTURAL WLLDINGCODE -STEEL BIT." REGARDING HANDLING OF RODS, EPOXY, ACCEPTABLE AMBIENT TEMPERATURE RANGE DURING (B.) "SYMBOLS FOR WEL DING AND NON-DESTRUCTIVE TESTING" INSTALLATION AND POST-INSTALLATION CURING, THE EFFECT OF TEMPERATURE ON EPOXY CURING 2 ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH TIME, PREPARATION OF HOLE, ETC. THE CON I PACT DOCUMENTS SHALL BE CORRECTED, MODIFIED, OR REPLACED AT THE 4. ULTRABOND 1, HILT) HIT RE-500 OR ANCHORTITE EPOXY SHALL BE USED TO ANCHOR THE 150 KSI CONTRACTOR'S EXPENSE. ALL-THREAD BAR IN THE DRILL HOLES. IF CONTRACTOR WISHES TO USE A DIFFERENT EPOXY, A 3, 11GH I EN ALL S I RUC I URAL BOLTS, INCLUDING THE AJAX M20 BOLTS WITH SHEAR SLEEVES, REQUEST INCLUDING THE EPOXY TECHNICAL DATA SHEET(S) SHALL BE SUBMITTED TO PAUL J FORD ACCORDING TO THE REOUIREMENTS OF THE AISC "TURN OF THE NUT' METHOD. TIGHTEN BOLTS 113 AND COMPANY FOR REVIEW PRIOR TO CONSTRUCTION. AS NOTED ABOVE, FOLLOW ALL EPOXY TARN PAST THE SNUG TIGHT CONDITION AS DEFINED BY AISC. MANUFACTURER RECOMMENDATIONS REGARDING HANDLING OF EPOXY, ACCEPTABLE AMBIENT 4. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN TEMPERATURE RANGE DURING INSTALLATION AND POST-INSTALLATION CURING, THE EFFECT OF WELDING SOCIETY, AWS D1.1. ALL WELD ELECTRODES SHALL BE E80XX UNLESS NOTED TEMPERATURE ON EPOXY CURING TIME, PREPARATION OF HOLE, ETC. OTHERWISE ON THE DRAWINGS. 5. ONCE THE REINFORCING ANCHOR RODS HAVE BEEN INSTALLED AND ALL EPOXY AND GROUT HAVE 5. ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED BY AWS. CONTRACTOR SHALL CURED (IF BASE PLATE AND/OR BEARING PLATES HAVE BEEN GROUTED PRIOR TO TESTING), ALL SUBMIT WELDERS' CERTIFICATION AND QUALIFICATION DOCUMENTATION TO THE OWNER'S TESTING REINFORCING ANCHOR RODS SHALL BE LOAD TESTED PER CROWN CASTLE ENGINEERING AGENCY FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. DOCUMENT #ENG-PRC-10119. REFER TO THE NEW ANCHOR & BRACKET DETAIL ON FOLLOWING 6. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65 (FY - 65 KSI MIN.) UNLESS DRAWING SHEETS FOR SPECIFIED ANCHOR ROD PROOF LOAD. NOTED OTHERWISE ON THE DRAWINGS. 6. ONCE THE REINFORCING ANCHOR RODS HAVE BEEN SUCCESSFULLY LOAD TESTED AND APPROVED 7. SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PER AWS. AND BASE PLATE I BEARING PLATE GROUT HAS CURED (IF BASE PLATE AND/OR BEARING PLATES SEE. SECTION I NOTES REGARDING TOUCH-UP OF GALVANIZED SURFACES DAMAGED DURING HAVE BEEN GROUTED AFTER TESTING), CONTRACTOR SHALL TIGHTEN ALL HEAVY HEX ANCHOR TRANSPORTATION OR ERECTION AND ASSEMBLY AS WELL AS FIELD WELDING. NUTS TO SNUG TIGHT PLUS 1/8 TURN OF NUT. 8. UNLESS OTHERWISE NOTED, ALL STEEL MEMBERS SHALL BE HOT-DIP GALVANIZED, AFTER FABRICATION, IN ACCORDANCE WITH ASTM A123. SEE SECTION J FOR FURTHER NOTES AND FOR I. TOUCH UP OF GALVANIZING EXCEPTIONS (IF ANY). 1. UCH UP ANY AND/OR ALL AREAS OF GALVANIZING ON THE EXISTING 9. ALL W lDS SHALL BE VISUALLY INSPECTED BY THE OWNER'S APPROVED TESTING AGENCY. OTHER STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED DURING CONSTRUCTION. E ST S MAY ALSO BE PERFORMED ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR THEM TO GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS PL FITORM THI[IP DITTIES FOR THIS PROJECT. THE CONTRACTOR SHALL COOPERATE WITH THE WELL AS ANY AND ALL ABRASIONS, CUTS, FIELD DRILLING, AND ALL FIELD WELDING SHALL BE TESTING AGENCY IN THEIR TESTING EFFORTS. TOUCHED UP WITH TWO (2) COATS OF ZRC-BRAND ZINC-RICH COLD GALVANIZING COMPOUND. FILM 10. NO WET DING SHAT L BE DONE TO THE EXISTING STRUCTURE WITHOUT THE PRIOR APPROVAL AND THICKNESS PER COAT SHALL BE: WET 3.0 MILS; DRY 1.5 MILS. APPLY PER ZRC (MANUFACTURER) SUPERVISION OF THE TESTING AGENCY. RECOMMENDED PROCEDURES. CONTACT ZRC AT 1.800-831-3275 FOR PRODUCT INFORMATION. 11. FIELD CUTTING OF STEEL: 2. CONTRACTOR SHALL CLEAN AND PREPARE ALL FIELD WELDS ON GALVANIZED AND PRIME PAINTED (A.) PRIOR TO ANY FIELD CUTTING, THE CONTRACTOR SHALL MARK THE CUT OUTLINES ON THE SURFACES FOR TOUCH-UP COATING IN ACCORDANCE WITH AWS D1.1. THE OWNER'S TESTING STEEL AND THE INSPECTIONITESTING AGENCY SHALL VERIFY PROPOSED LAYOUT, LOCATION, AGENCY SHALL VERIFY THE PREPARED SURFACE PRIOR TO APPLICATION OF THE TOUCH-UP AND DIMENSIONS. COATING. (B.) ANY REQUIRED CUTS IN THE STEEL SHALL BE CAREFULLY CUT BY MECHANICAL METHODS SUCH 3. THE OWNER'S TESTING AGENCY SHALL TEST AND VERIFY THE COATING THICKNESS AFTER THE AS DRILLING, SAW CUTTING, AND GRINDING. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTRACTOR HAS APPLIED THE ZRC COLD GALVANIZING COMPOUND AND IT HAS SUFFICIENTLY ANY DAMAGE TO THE COAX CABLES, ANDIOR OTHER EQUIPMENT AND/OR THE STRUCTURE, DRIED. AREAS FOUND TO BE INADEQUATELY COATED, SHALL BE RE-COATED BY THE CONTRACTOR DURING THE CUTTING WORK. ANY DAMAGE TO THE COAX CABLES, ANDIOR OTHER EQUIPMENT AND RE-TESTED BY THE TESTING AGENCY. AND/OR THE STRUCTURE, RESULTING FROM THE CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE. CONTRACTOR'S EXPENSE. THE INSPECTIONITESTING AGENCY SHALL CLOSELY AND J. HOT DIP GALVANIZING CONTINUOUSLY MONITOR THIS ACTIVITY. 1. -L STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES, BOLTS, (C) ALL REQUIRED CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS. NO WASHERS, ETC. PER ASTM A123 OR PER ASTM A153, AS APPROPRIATE. CU I S SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING. ALL CU I EUCE S SHALL BE GROUND SMOOTH AND DE-BURRED. CUT EDGES THAT ARE TO BE 3. DRILL OR PUNCH WEEP ANDIOR DRAINAGE HOLES AS REQUIRED. FIL.I D WELDED SHALL BE PREPARED FOR FIELD WELDING PER AWS 01,1 AND AS SHOWN ON THE 4. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD DRAWINGS. I T MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE INSTALLATION. CUTS. THE INSPECTIONITESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY K. PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER 1. AFTER THE CON HRAG I UK HAS SUCCESSFULLY COMPLETED I HE INSTALLATION OF THE MONOPOLE E. BASE PLATE GROUT REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY THE OWNER, THE OWNER WILL BE 1. NFTNTROUT77ITTRE POLE BASE SHALL BE NON-SHRINK, NON-METALLIC, GROUT (EUCO NS GROUT RESPONSIBLE FOR THE LONG TERM AND PERPETUAL INSPECTION AND MAINTENANCE OF THE POLE BY EUCLID, OR APPROVED EQUAL) WITH A 7500 PSI MINIMUM COMPRESSIVE STRENGTH. PVC AND REINFORCING SYSTEM. DRAINAGE PIPES SHALL BE PROVIDED FROM INSIDE THE POLE SHAFT OUT THROUGH THE GROUT 2. THE MONOPOLE REINFORCING SYSTEM INDICATED IN THESE DOCUMENTS USES REINFORCING SPACE UNDER THE BASE PLATE IN ORDER TO ALLOW MOISTURE TO ADEQUATELY DRAIN FROM THE COMPONENTS THAT INVOLVE FIELD WELDING STEEL MEMBERS TO THE EXISTING GALVANIZED STEEL INTERIOR OF THE POLE SHAFT. CONTRACTOR SHALL SUBMIT PROPOSED GROUT SPECIFICATION POLE STRUCTURE. THESE FIELD WELDED CONNECTIONS ARE SUBJECT TO CORROSION DAMAGE INFORMATION TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. AND DETERIORATION IF THEY ARE NOT PROPERLY MAINTAINED AND COVERED WITH CORROSION CONTRACTOR SHALL FOLLOW GROUT MANUFACTURER'S SPECIFICATIONS FOR COLD WEATHER PREVENTIVE COATING SUCH AS THE ZRC GALVANIZING COMPOUND SPECIFIED PREVIOUSLY. THE GROUTING PROCEDURES (IF NECESSARY) AND THE TESTING AGENCY SHALL PREPARE GROUT STRUCTURAL LOAD CARRYING CAPACITY OF THE REINFORCED POLE SYSTEM IS DEPENDENT UPON SAMPLE SPECIMENS FOR COMPRESSIVE STRENGTH TESTING AND VERIFICATION. THE INSTALLED SIZE AND QUALITY, MAINTAINED SOUND CONDITION AND STRENGTH OF THESE FIELD 2. GROUT SHALL BE INSTALLED TIGHT UNDER BASE PLAT E WITH NO VOIDS REMAINING BETWEEN TOP WELDED CONNECTIONS. ANY CORROSION OF, DAMAGE TO, FATIGUE, FRACTURE, ANDIOR OF EXISTING CONCRETE AND UNDERSIDE OF EXISTING BASE PLATE (EXCEPT FOR DRAIN PIPES). DETERIORATION OF THESE WELDS AND/OR THE CONNECTED COMPONENTS WILL RESULT IN THE GROUT COMPLETELY SOLID (EXCEPT FOR DRAIN PIPES) UNDER ENTIRE SURFACE OF BASE PLATE LOSS OF STRUCTURAL LOAD CARRYING CAPACITY AND MAY LEAD TO FAILURE OF THE FROM OUTSIDE EDGE TO INSIDE EDGE. STRUCTURAL SYSTEM. THEREFORE, IT IS IMPERATIVE THAT THE OWNER REGULARLY INSPECTS, MAINTAINS, AND REPAIRS AS NECESSARY, ALL OF THESE WELDS, CONNECTIONS, AND F. FOUNDATION WORK - (NOT REQUIRED) COMPONENTS FOR THE LIFE OF THE STRUCTURE. 3. THE OWNER SHALL REFER TO TIA-222-G, SECTION 14 AND ANNEX J FOR RECOMMENDATIONS FOR MAINTENANCE AND INSPECTION. THE FREQUENCY OF THE INSPECTION AND MAINTENANCE INTERVALS IS TO BE DETERMINED BY THE OWNER BASED UPON ACTUAL SITE AND ENVIRONMENTAL CONDITIONS. PAUL J. FORD & COMPANY RECOMMENDS THAT A COMPLETE AND THOROUGH INSPECTION OF THE ENTIRE REINFORCED MONOPOLE STRUCTURAL SYSTEM BE PERFORMED YEARLY AND/OR AS FREQUENTLY AS CONDITIONS WARRANT. ACCORDING TO TIA-222-G SECTION 14.2: "IT IS RECOMMENDED THAT THE STRUCTURE BE INSPECTED AFTER SEVERE WIND ANDIOR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". OF NEW Y MGY\\CARgH "p( N IV.MU) W .I n te'~;fp: C7 nip 07982 p~OF'ESS JAN 18 Z013 0 12-16.2912 e' „ a _ s n PROJECT No: : p a _ - - PAUL J. FORD AND COMPANY 37512-2161 ISSUE DATE OF STI=D°TURAL ENGINEERS BU #806579 NY CUTCHOGUE 958280 DRAWN BY zsu ao,orn s, xel sand l6oacowm6oe ono eszl6 B.M.S. PERMIT R1: 12-18-2012 (f19)]S 4m z,) www-pllweb.com 1 CUTCHOGUE, NY CHECKED OY B.K.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY C) H PARKMI. AVOW DRIVL, PITTSFORD, NY 14534 DATE: PII rNH16u9de45 FAX: (585) 699-3448 10-17-2012 37512 2161 R1 PERMIT.DWG AJAX BOLT NOTE SHEET: REV. 1.2, 01-23-2012 NOTES: 1 ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DEC. 31, 2009. 2 ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DFC. 31, 2009. 3. ALL AJAX M20 BOLTS WITH SHEAR SLEEVES SHALL BE PRETENSIONED AND TIGHTENED UNTIL THE DIRECT TENSION INDICATOR (DTI) WASHERS SHOW THAT THE PROPER BOLT TENSION HAS BEEN REACHED. SEE NOTES AND DETAIL BELOW FOR THE USE OF DIRECT TENSION INDICATOR (DTI) WASHERS WITH THE AJAX M20 BOLTS. 4. ALL AJAX BOLTS SHALL BE INSTALLED USING DIRECT TENSION INDICATORS (OTI'S) AND HARDENED WASHERS. OTI'S SHALL BE THE SQUIRTER® STYLE, MADE TO ASTM F959 LATEST REVISION; AND HARDENED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A HARDNESS OF RC 38 OR HIGHER. NOTFS FOR AJAX M20'ONE-SIDE' BOLTS WITH DIRECT TENSION INDICATORS (DTI's): DTI'S REQUIRED DTI'S SHALL BE "SELF-INDICATING" SQUIRTER® STYLE DTI'S MADE WITH SILICONE EMBEDDED IN THEM, INSPECTED BY MEANS OF THE VISUAL EJECTION OF SILICONE AS THE DTI PROTRUSIONS COMPRESS. SOUIRTERO DTI'S SHALL BE CALIBRATED PER MANUFACTURER'S INSTRUCTIONS PRIOR TO USE. THE DIRECT TENSION INDICATOR (DTI) WASHERS SHALL BE THE "SQUIRTER® STYLE" AS MANUFACTURED BY: APPLIED BOLTING TECHNOLOGY PRODUCTS, INC. 1413 ROCKINGHAM ROAD BELLOWS FALLS, VERMONT, USA 05101 PHONE 1-800-552-1999 WEBSITE WWW.APPLIEDBOLTING.COM DISTRIBUTORS OF SQUIRTER® DTI'S: HTTP.//W W W.APPLIE DBOLTING.COM/APPLIED-BOLTING-DISTRIBUTORS.HTML DTI: USE DIRECT TENSION INDICATOR (DTI) WASHERS COMPATIBLE WITH 3/4" NOMINAL A325 BOLTS FOR THE AJAX M20 BOLTS. DTI'S SHALL NOT BE HOT-DIP GALVANIZED. DTI'S SHALL BE MECHANICALLY GALVANIZED (MG) BY THE COLD MECHANICAL PROCESS ONLY AS PROVIDED BY THE DTI MANUFACTURER. HARDENED WASHERS REQUIRED USE A HARDENED WASHER FOR A 3/4" NOMINAL BOLT BETWEEN THE TOP OF THE DIRECT TENSION INDICATOR (DTI) WASHER AND THE NUT OF THE AJAX M20 BOLTS. HARDENED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A MINIMUM HARDNESS OF RC 38 OR HIGHER. THE HARDENED WASHERS SHALL BE MECHANICALLY GALVANIZED BY THE COLD MECHANICAL PROCESS. ALTERNATIVELY, CORRECTLY MADE HOT DIP GALVANIZED HARDENED FLAT WASHERS HAVING A MINIMUM HARDNESS OF RC 38 CAN BE USED; CONTRACTOR SHALL PROVIDE DOCUMENTATION OF WASHER SPECIFICATION AND HARDNESS. NUT LUBRICATION REQUIRED: PROPERLY LUBRICATE THE THREADS OF THE NUT OF THE AJAX BOLT SO THAT IT CAN BE PROPERLY TIGHTENED WITHOUT GALLING AND/OR LOCKING UP ON THE BOLT THREADS. CONTRACTOR SHALL FOLLOW DTI MANUFACTURER INSTRUCTIONS FOR PROPER LUBRICATION AND TIGHTENING. NOTE', COMPLETELY COMPRESSED DTI's SHOWING NO VISIBLE REMAINING GAP ARE ACCEPTABLE. DTI WASHERS SHALL BE PLACED DIRECTLY AGAINST THE OUTER AJAX WASHER WITH THE DTI BUMPS FACING AWAY FROM THE AJAX WASHER. PLACE A HARDENED WASHER BETWEEN THE DTI AND THE AJAX NUT. THE DTI BUMPS SHALL BEAR AGAINST THE UNDERSIDE OF A HARDENED FLAT WASHER, NEVER DIRECTLY AGAINST THE NUT. CONTRACTOR SHALL FOLLOW DTI MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION, LUBRICATION, TIGHTENING AND INSPECTION. INSPECTION REQUIRED: ALL AJAX BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DEC. 31, 2009, BY A QUALIFIED BOLT INSPECTOR. DURING INSTALLATION, THE BOLT INSPECTOR SHALL VERIFY AND DOCUMENT: THE SHOP-DRILLED AND FIELD-DRILLED HOLE SIZES; THE INSTALLATION OF THE AJAX BOLT ASSEMBLY, INCLUDING THE SHEAR SLEEVE PLACEMENT AND NUT LUBRICATION; AND THE CONTRACTOR'S TENSIONING PROCEDURE. IN ADDITION, ALL AJAX BOLTS AND OTI'S SHALL BE VISUALLY INSPECTED ACCORDING TO THE DTI MANUFACTURER'S INSTRUCTIONS. THE BOLT INSPECTOR SHALL PROVIDE COMPLETE PHOTO DOCUMENTATION OF ALL BOLTS AFTER TIGHTENING CLEARLY SHOWING THE CONDITION OF THE DTI'S. INTERIOR OF POLE SHAFT EXTERIOR OF POLE SHAFT SHAFT REINFORCING ELEMENT POLE SHAFT WALL SHOP DRILL HOLE IN SHAFT REINFORCING ELEMENT, HOTDIP GALVANIZED PER ASTM AI23 FIELD COAT WITH ZRC ZINC COLD-GALVANIZING COMPOUND AFTER FIELD DRILLING; HOLE DIAMETER: NOMINAL 30mm Q-31 6- MAXIMUM) FIELD DRILLED HOLE IN SHAFT WALL; COAT WITH ZRC ZINC COLD GALVANIZING COMPOUND; DIRECT TENSION INDICATOR (DTI) "SQUIRTER®- STYLE; ASTM F959 MANUFACTURED BY HOLE DIAMETER. NOMINAL 30mm (13`16' MAXIMUM) APPLIED BOLTING TECHNOLOGY PRODUCTS, INC. COLD MECHANICALLY GALVANIZED MACH END OF AX R AILI INS ALLLATION TOOL NOTE: ALL SHOP AND FIELD DRILLED FO HOLES SHALL BE NOMINAL 30MM DIAMETER. THE MAXIMUM HOLE DIAMETER PERMITTED IS 1-3/16". AJAX M20BOLT INOMINAL2ommDo) AJAX M20 BOLT HEAD: AJAX NUT (LUBRICATE THREADS, REFER TO NOTES.) NOTE: ALL AJAX BOLTS, AJAX SPLIT 29mm OD HARDENED RAT WASHER ASTM F436; WASHERS, AJAX WASHERS, AJAX MINIMUM HARDNESS RCM; NUTS, AND SHEAR SLEEVES SHALL BE 0 AJAX WASHER AJAX SPLIT WASHER COLD MECHAMCALLY GALVANIZED HOT DIP GALVANIZED PERASTMAl23. SHEAR NOTE: COMPRESSIBLE GASKET MATERIAL SUCH AS NEOPRENE OR PLANE ! SILICONE CAULKING SHALL BE INSTALLED IN THIS GAP TO ENSURE THE SHEAR SLEEVE REMAINS SEATED TOWARD POLE SHAFT. OF NEwY GRIP SHEAR SLEEVE IFu=120 KSI MIN): LN\C, SIZE: 29mm 00 x 20mm 10 AH.gh LENGTH =NOMINAL IGRIP6mm)=IGRIPU.251 (TOL -0-. 11/32') h(~ ?9~ Iy SLEEVES SHALL BE ROUND, WITH ENDS CUT SQUARE AND DEBURREO. LLu Ln n w TYPICAL AJAX BOLT DETAIL 1 = U Z gym" ~ ~ S-3 s``0 079 23 'ROFE JAN 1 Q ,2-18-20,2 PROJECT No: 'qj co IL „ PAUL J. FORD AND COMPANY 37512-2181 ISSUE DATE OF 3 x 2 'f RUC T U R n L ENGINEERS DRAWN BY: Broad Stool 9uI1e ,549 Columbus. Ohio 43215 BU #806579' NY CUTCHOGUE 958280 PERMIT R1: 12-18-2012 '_s o g 3 d v 'g l (614) 221-6679 www.Pihv"n"om , B.M.S. m H N. A ^ v CHECKED BY: ~sgov q CUTCHOGUE, NY B.K.K. o CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT nPPROVeoeY: ? ^ a ~ m m B ('7xRKMEADOW DRIVE. PITTSFORD, NV 14534 DATE: S-3 PH (56Y)6991445 FAX: (505)099x440 10-17-2012 37512-2161 Ed PERMIT DAG NOTE: NO DETAILED INFORMATION REGARDING INTERFERENCES WAS PROVIDED. THEREFORE, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 1 UB'~' CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT ANY AND ALL DISCREPANCIES TO PAUL J. FORD AND COMPANY AND CROWN CASTLE FIELD PERSONNEL IMMEDIATELY. 100 0' THIS POLE REINFORCEMENT DRAWING IS FOR THE POLE DESIGN AND ANTENNA LOADING DOCUMENTED IN THE PJF CO-LOCATION ANALYSIS FOR THIS SITE (PJF#37512-2161), DATED 10-17-2012. P O L E S P E C I F I C A T I O N S POI F SHAFT IYFE. 1b51DEU POLYGONROUND EXTENSION ---__-_TAPER. 02220201NIFT SHAFT,TFFI A5TM A572 GRADE 65 R A53 B35 BASE PL STT:FI. ASTM A588 CR. F(60 KSI) ANCIION NDDS. 21140 # I BI As 1 M A515 GRADE 75 05'-6' SHAFT SECTION DATA DIAMETER ACROSS FLATS SHAFT SECTION LENGTH PLATE THICKNESS LAP SPLICE (IN) SECTION (FT) (IN) (IN) TOP @ BOTTOM 1 8.50 0.37 W 12,000 12.000 2 1 0.1875 3792 14.500 21260 3 39.64 0.2813 49.56 20.163 29.077 4 38.06 0.3125 27.550 36 00 NOTE'. DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES CONTRACTOR SHALL PROVIDE ASTM A36 SHIM PLATES BELOW SLIP JOINTS. THE SHIM PLATES SHALL BE PLACED BL TWLF N THE. NE W SHAFT REINFORCEMENT AND THE EXISTING POLE SHAFT FROM THE SLIP JOINT TO THE NEW 70'-5' SHAFT REINFORCEMENT SPLICE PLATE LOCATION AND A EXTRA LONG "SPLICE SHIM" SHALL BE PLACED BETWEEN THE NEW UPPER AND LOWER SHAFT REINFORCEMENT PLATES AT THE SHAFT REINFORCEMENT LOCATION SPLICE PLATE NEW AEROSOLUTIONS MP3 - NOTES REINFORCING (OPTION #1) . 1. ALL S I HUCI URAL SOL IS SHAT. L BE INSTALLED AND TIGHTENED TO THE PRETENSIONEO CONDITION ELEVATION FLAT # MI ACCORDING TO THE RE OLI IRF MENTS OF THE AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING 2-0'7032'-0' 189 MP308 HIGH-STRENGTH BOLTS', DEC. 31, 2009. 8'3'7037-0' S MP308 2 ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC 26'-3'7037'-3' 4,1288 MP306 'SPICIFIC.ATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS', DEC. 31, 2009. ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR aw SLEEVES(AIASTMA519WITHMIN. Po=105KSI). CONTACTSUPPLIER 3-ALL AJAX M20 BOLTS WITH SHEAR SLEEVES SHALL BE PRETENSIONED AND TIGHTENED UNTIL THE DIRECT FOR MATERL(PLATE800LT5) AND INSTALLATION PROCEDURES. a~ m TENSION INDICATOR (DTI) WASHERS SHOW THAT THE PROPER BOLT TENSION HAS BEEN REACHED. SEE NOTES 20 AND DETAILON SHEET S-3FOR THE USE OF DIRECT TENSION INDICATOR (OTOWASHERS WITH THE MAX MN 00 NEW SABRE FLAT PLATE 4.UT1'SHEOUIRFP.'ALL AJAX BOLTS SHALL BE INSTALLED USING DIRECT TENSION INDICATORS (DIES AND REINFORCING (OPTION #2) v of HARDFNFOWASHFRS. OTLS SHALL BE THE SOUIRTER49 STYLE, MADE TOASTM F959 LATEST REVISION, AND I JABOT NED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A HARDNESS OF RC 3808 HIGHER ELEVATION FLATEf FLATPLATE a 2'0'T032'0' 789 MS850 rLL NU I LUBRICATION R F OUIRLU.' PROPERLY LUBRICATE THE THREADS OF THE NUT OF THE AJAX BOLT 50 w€ THAT IT CAN BE PROPFRI Y TEDFITENED WITHOUT GALLING AND/OR LOCKING UP ON THE BOLT THREADS. 8-3' TO 32-0' 5 MS-050 CON I FACTOR SHAI L 101 I OW UI I MANUF ACTURER INSTRUCTIONS FOR PROPER LUBRICATION AND TIGHTENING. 26'-3-TO 37'-3' 4,1288 MSEW rc n~ REFER TO SHEE1 3 3 ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR SLEEVES (AST'A A519 WITH MIN. Fu=105 KSI). CONTACTSUPPLIER u IF - 6.AJAX BOLT HOIFSIZE, AllSHOP -AND FIELD- DRILLED HOLES SHALL BE NOMINAL 30MM DIAMETER. THE FOR MATERIAL (PLATE& BOLTS) AND INSTALLATION PROCEDURES. z c0 MAXIMUM HOLE DIAMETER PERMITTED IS 13116'. REFER TO SHEET 5-3. a w O MN 'AS OF 5130'2012. UNTIL FURTHER NOTICE, CROWN CASTLE WILL ACCEPT AJAX BOLTS TIGHTENED USING AISC NEW CCI FLAT PLATE (100 KSI) gw 'TURN-OF-THE NUT' METHODOLOGY. INSTALLERS SHALL FOLLOW CROWN GUIDELINES FOR AISC'TURN OF THEAUT' REINFORCING (OPTION #3) METHOD AND ALSO PROVIDE COMPLETE INSPECTION DOCUMENTATION IN THE PMI. IV 0, SEE CHART ~w ELEVATION FLATp FLAT PLATE ° REINFORCING BAR SPLICE DETAILS TO BE COORDINATED BY RESPECTIVE CONTRACTORS. w 3 2'-0'i032'0' 189 ISP-UR-1007 z r 8'-3"TO 32'A' 5 ISP-UR-1007 ti vmo 33'-01'-. - 2T 0' TO 37'-0' 4.1280 ISP-UR-1004 u'1 m~ NOTES FOR CROWN REINFORCING OPTION (IN KSI) MATERIAL: OF g 1. DO NOT FIELD WELD DIRECTLY TO THE 100 KSI MATERIAL. 2. THE 100 KSI MATERIAL SHALL CONFORM TO THE FOLLOWING: g z A. MATERIAL SHALL BE ASTM A514, GRADE A, GRADE E, or GRADE P, m HAVING A MINIMUM TENSILE STRENGTH( Fu) OF 110 KSI AND A to MINIMUM YIELD STRENGTH (FH OF 100 KSI. y B. MATERIAL SHALL BE HEAT TREATED, QUENCHED AND TEMPERED F PER ASTM M14. C. MATERIAL SHALL HAVE CI-I V-NOTCH (CVN) IMPACT VALUES w OF NOT LESS THAN 15 FT-LB AT -20 DEGREES F, IN ACCORDANCE o WITH ASTM A370. D. MINIMUM INSIDE BEND RADIUS FOR COLD BENDING, PER ASTM AS y TABLE X.4.2, SHALL BE 4.5l MINIMUM, o OLL E. ANY AND ALL WELDING TO THE MATERIAL SHALL BE PERFORMED ACCORDING TO AN APPROVED WELDING PROCEDURE SPECIFICATION g i (WPS) SUITABLE FOR THE GRADE AND INTENDED USE AND SERVICE. 3 6 THE WPS SHALL BE DEVELOPED BY A QUALIFIED CWI AND IN ° O ACCORDANCE WITH AWS CIA PRIOR TO ANY WORK, FABRICATION y z OR WELDING, THE WPS SHALL BE SUBMITTED TO CROWN CASTLE ¢ AND PAUL J. FORD AND COMPANY FOR REVIEW. 1 S of NEt4r k1 Ar^~y?Q~ SEE CHART ° 0 4 a O j V~ POLE ELEVATION 1 S-4 JAN 1 8 2013 Qj 1238-2012: REVISED POLE SECTION LENGTH ' PROJECT No: PAUL J. FORD AND COMPANY 37512-2161 TRl1CTURAL ENGINEERS DRAWN BY: ISSUE DATE OF S _ v. P - ~lTiO[axlBroansveel sunetsoo cdumnm,Ohio 4azts BU #806579) ; NY CUTCHOGUE 958280 B.M.S. PERMIT R1: 12-18-2012 m d 'm 2 g (614)221-6679 BWen.com °8q'3q~ CUTCHOGUE, NY CHEBKEK BY: Lll d _ CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY f _4 n m g A A 3 It PARKMEAUOW DRIVE, PITTSFORD, NV 14534 DATE: S = PIT (5X5)899-3445 FAX', (585)8993448 10-17-2012 37512 2161 OF PERMIT DWG GENERAL NOTES'. 1. AJAX BOLTS ARE TO BE 20 mm 0 WITH CORRESPONDING 29 mm 0 SHEAR SLEEVE WITH MATCHING STEEL GRADE. DRILLED HOLE DIAMETERS IN REINFORCING STEEL AND EXISTING SHAFT SHALL BE 13/16'. MAX. 2. ALL STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALTERNATIVELY, ALL NEW STIFFENER PLATE STEEL REINFORCING MAY BE COLD GALVANIZED AS FOLLOWS: APPLY A MINIMUM OF TWO COATS OF ZRC-BRAND ZINC -RICH COLD GALVANIZING COMPOUND. FILM THICKNESS PER COAT SHALL BE: WET 3.0 MILS; DRY 1.5 MILS. APPLY PER ZRC (MANUFACTURER) RECOMMENDED PROCEDURES. CONTACT ZRC AT 1A00-831-3275 FOR PRODUCT INFORMATION. 3. EPOXY MUST BE HILTI RE-500, 4. ALL WELD ELECTRODES SHALL BE EBOXX. EXISTING PORT (TYP.I EXISTING STIFFENER AND BEARING PLATE(TYP.) a' NEW FIELD WELDED STEEL BRACKET. SEEAB18WP1. (TYP.ATALL(4)NEW ANCHOR HOLE LOCATIONS). Q d d O d EXISTING POLE SHAFT d O ~-~\1 I rv i - SIB O ~ d o \ _ O CJP, TYP P j._. I(/I8 11 \ Q V 1 ' 1~ I\\ O SIB PROVIDLNON NI2Wrc FRnW(NEGROID BV EUCDU 7 ~5 REMOVE EXISTING STIFFENER AS NEEDED W NEW 1 AND REPLACE WITH NEW TRANSITION OFF APPR IVI I I I 00k, 15001 91 MIN ) P[ 10 I ?FAPIN(IIA I E, I,HOLIT I NI I BE INSTALLED A I O d STIFFENER EST(TYP. 3 LOCATIONS) I ,I I I NNDEII NEW [LAMING PAl FS WITI I NO VOIDS _ REMAINING 61 14F F N I OF OF EXIST ING CONGRETE / AND UNDI RBIDI Or NI W BI APING PLATES- 0 % 8 4 4 NEW BEARING PLATE 111 318 EYP.) / 7 ) 318 NP IF NEEDED, WELD EDGES OF REINFORCING C - 7 \ O 9 MEMDFRB iO POLE AND THEN WELL \ \ O / - BRACKFT TO REINFORCING BARS - NEW AJAX BOLT(TVPJ - EXISTING ANCHOR BRACKET 93. a (TYP.) NEWSHAFI REINFORCING 10 2 - NEW HOLE IN EXISTING CONCRETE FOR NEW (TYP.)-_ _ ANCHOR. NEW HOLE B.C=57'. HOLES IN I 7 i AI POS01 lNI0NS AND SABRE REINFORCING I ~ SEE CONCRETE DETAIL B 2IS-5 BRACKET (TYR) MUST ALIGN. NO1 HOWN I AYOUIDLSICNi For A. O it 7 O (PARTIAL CUT-AWAY VIEW) ~FINALI I D FOR At DOSOLUIIONOR SABRE 12 EXISTING BENT PLATE 0- I O J d REINFORCING TO BE REMOVED UP 7 TO EL. 32'-3' (TYP.3 LOCATIONS) 0' 4' d p _ : a 318 84' TYP. SHAFT REINFORCING ( d TO POLE SHAFT ON FLATS EXISTING 2114'ANCHOR RODS ON O \ i d d m UP #185 A 44' B.C. (TYP.8 LOCATIONS) O EXISTING 42- SQUARE OR 60 BASE PLATE ) d e a d O' EXISTING MP3 SHAFT BASE PLATE ) REINFORCING ETYP.) INN, S-5 EXISTING POLE SHAFT NEW ANCHOR ROD REINFORCING SHALL BE INSTALLED PER HOR BRACKET MANUFACTURER'S RECOMMENDATIONS, ONCEALLRESINHAS CURED PRIOR TO GROUTING, ALL NEW ANCHOR ROD EW HVY HEX NUT TIGHTEN TO SNUG REINFORCING SHALL BE PROOF LOADED TO 336 KIPS. ONCE THE IGHT PLUS 118 TURN OF NUT AFTER PROOF LOAD HAS BEEN RELEASED, TIGHTEN NUT TO SNUG TIGHT ESIN AND GROUT HAVE CURED CONDITION AND INSTALL GROUT. AFTER GROUT HAS CURED, TIGHTEN HEAVY HEX NUT TO SNUG TIGHT PLUS US TURN OF NUT. NEW WASHER PLATE WPt REFER TO SHEET S-2, SECTION H FOR ADDITIONAL INFORMATION. 6' MIN. PROJECTION Z 0 EW 21R'. A 10'9' A193 B7(105 KSI) LL THREAD GA LVANIZED ANCHOR ¢ F' MIN. EMBEDMENT INTO XISTING CONC) 4PTE EXISTING BASNEW BEARING PLATE P1 NEW NS GROUT BY EUCLID OR APPROVED EQUAL, 7500 PSI MIN. S'8 EXISTING CONCRETE FOUNDATION E%ISTING GRADE yF NECJP / \ Z 1 ONICAI; yy Op 519 A 40 1 '"t y or nrvccaouT ad a d\\j p Z II .:..Cr NEW 2314'.x 8' 0'(+2') 4iTw~ HOLE 0 98 P~ NEW ANCHOR & BRACKET DETAIL 2 K'. 'OF INN, S-5 JAN 1 $ 2013 Q1 12.18-2012 p PROJECT No PAUI J FORD AND COMPANY 37512-2161 IRUr TURAI. DNC-INEERS DRAWN BY: ISSUE DATE OF I11i;;I,~1 1„Ilnlsao 1 1 o6I°,3215 BU #806579; NY CUTCHOGUE 958280 BMB PERMIT R,: 12-18-2012 % CUTCHOGUE NY CHECKED BY Y I 1 B.K.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY -sue su3ir - ~1 S'5 B PARKML ADOW DRIVE, PITTSFORD, NY 14534 m Q a` 5 z 1'H'. (585)899-3445 FAX: (585)699-3448 DATE: 10-17-2012 31512-21111 RI PERMIT PWG t 7 112' A VIII 1 Y O V HISS ESI112 - u~1 x U Q S O1 1'CHAMFER r o S g ~I'CHAMFER 4 4 - NEW 2 314'. HOLE TO 8E FIELO DRILLED AT EACH LOCATION 518 I I Ya (1R) EDGE OF 518(112) PLATE TO MANEW BEARING TCH ATCH EDGE DGE I I OF EXISTING BASE PLATE 518 I I I I PREPARE FOR COMPLETE 3/4' CHAMFER (00 NOT WELD JOINT PENETRATION WELD STIFFENER IN CHAMFER REGION) 1''2' ANCHOR BRACKET MK-AB1 BEARING PLATE MK-P1 BEARING PLATE MK-P2 (4 REQUIRED) (TUBE Fit =46 KSI) (STIFFENER Fy= 65 KSI) (4 REQUIRED) (Fy = 50 KSU (2 REQUIRED) IF, = 50 KSU 4- 1 114' ~ I l 2 Y4'e HOLE 3W THK. w IS q IS y I 3112' Y4' WASHER PLATE MK-WP1 (4 REQUIRED) (Fy = 50 KSI) PREPARE FOR COMPLETE PENETRATION WELD (TYP.) NEw ~Vv ~A e~~y? I 519• ^ 910 . ` S1M' 3/4' CHAMFER (DO NOT WELD O k ED W STIFFENER IN CHAMFER REGION) 2 TRANSITION STIFFENER MK-TS1 VIA2 3REQUIRED) (Fy=65 KS[) s - FO i l;?423 JAN 1 8 2013 0 12.18.2012 o e o g PROJECT No: a 3 a - a a'~ PAUL J. FORD AND COMPANY 37512-2161 ISSUE DATE OF 6 - mqN STRUCTURAL ENGINEERS BU #806579' NY CUTCHOGUE 958280 DRAWN BY: a ' R $ 5 250 ew9l Broad Street - Suite 1500 Columbus, omo 43215 PERMIT R1: 12-18-2012 w .PlAb.oom p B.M.S. z '3 v ^ (614)221 6679 ~ r, D - Sb C TCHOGUE, NY CHEBKK. BY ,j' 3 CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPR, ED BY: e PNtKMI ADOW DRIVE. P ITTSFORD, NY 14534 S-6 r! 1 " III (')A`,)8993445 FAX'. (585)8993448 DATE: 10-17-2012 37512-2161 RE PERMIT OWG MODIFICATION INSPECTION NOTES. MI CHECKLIST ` GENERAL CONSTRUCTIONBNSTALLATION INSPECTIONS AND IHI hI(1HIf ICnIItIN 1NB1'FCIION(Mq IS AVISLIAI INSPF CTION OF TOWER MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS TESTING REQUIRED (COMPLETED BY EOR) REPORT ITEM AT 1P OHIIJt TR PONI F In s NSUNI I IK IN ,IAT I AIION WAS CONS I RUCT ED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE A MI If'IFIT AI ON URAVJmib', A'., DI'ar,NF U I0 11 If ENGINEER OF RECORD (LOSE . PRE-CONSTRUCTION 116 MU 510 COMIRM INS I AT AI ION I3)NFIGURA I ION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN X MI CHECKLIST DRAWINGS 11SFII NOR DINSIIit M1 I IISPT CT I III T ARE OWNERSHIP OF 111E MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION OF51GN FIEFI, I IVLNFSS AND IN 11 DRI IT HESIDFS WITH THE FOR AT ALL TIMES. X FOR APPROVED SHOP DRAWINGS All MI 'S SPIN L BE CONDUCTE D BY A CROWN ENGINEERING VENDOR(AEVI OR ENGINEERING SERVICE VENDOR(AESV( THAT IS APPROVED TO X FABRICATION INSPECTION PERFORM Fit VAT RD WORK FOR CROWN SEE END FELL- 10175 LIST OF APPROVED MI VENDORS.. TO ENSURE THAT THE RFQUIRFMENTS OF THE MI ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GI AND THE MI INSPECTOR BEGIN X FABRICATOR CERTIFIED WELD INSPECTION COMMUNICA T ING AND COORDINAI ING AS SOON ASA PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING X MATERIAL TEST REPORT(MTR) OUT TO THE D I ITS PARTY If CONTACT INFORMA110N IS NOT KNOWN, CONTACT YOUR CROWN POINT OF CONTACT (POI REFER TO END-SOW-10007 MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. X FABRICATOR NOE INSPECTION MI INSPECTOR NIA NOE REPORT OF MONOPOLE BASE PLATE (AS REQUIRED) IIBMIIII,]()ITIll I?[011IF2I D 10 CONE ACT THE GC AS SOON AS RI: CEIVING A PO FOR THE MI TO. AT A MINIMUM. X PACKING SLIPS • RIVIIW PR I110LIIPFMLIIIS(U IIII-MICUICKIIST ADDITIONAL TESTING AND INSPECTIONS'. WORK WI II IIit I, 1,1 DI VI I OP A SCI 11 pt it r T O CONDUC T ON-SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS IIIT M I IN' $'I C I I'll I S NI SPCNa1of I IORCOLIII,IINGATI. GENERAL COST RACTOR(GCI INSPECTION AND TEST REPORTS, REVIEWING THE 1111111Ml NI S (I III A 1 P It It[ NCI III'1p1 CON I RAC T POCUMFN IS. CONDUCTING THE IN FIELD INSPECTIONS, AND SUBMITTING THE MI REPORT CONSTRUCTION OCLIIWN GENERAL CONTRACTOR X CONSTRUCTION INSPECTIONS ITT: GC IS ET OLIPTO 10 (ON I ACT 111E MI INSPECTOR AS SOON AS RECEIVING A PO FOR THE MODIFICATION INSTALLATION OR TURNKEY NIA FOUNDATION INSPECTIONS PROJLCI TO AT AMINIMUM • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST NIA CONCRETE COMP. STRENGTH AND SLUMP TESTS • WORK WII H THE MI IN SPFC I OR TO DEVE LOP A SCHEDULE TO CONDUCT ON SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS X POST INSTALLED ANCHOR ROD VERIFICATION • BETTER UNDER$IAND ALL INSPECTION AND TESTING REQUIREMENTS THE GC SHALL PERFORM AND RP CORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MI X BASE PLATE GROUT VERIFICATION CHI CKI IS I AN DF NO SOW-l(of X CONTRACTOR'S CERTIFIED WELD INSPECTION RECOMMENDATIONS NIA EARTHWORK: LIFT AND DENSITY III F01 LOWING RI'COMMF NDAf IONS AND S000E STIONS ARE OFFERED 10 ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A Nil RFPORP X ON SITE COLD GALVANIZING VERIFICATION • II IS SIIG('.I S i 101 HA 1111E GC PROVIDE A M INIMUM OF 5 BUSINESS DAYS NOTICE. PREFERABLE 10 TO THE MI INSPECTOR AS TO WHEN NIA GUY WIRE TENSION REPORT III SI I F Will RT RI ANY I OR T HF MI TO RC CONDUCTED • 1111 DcANDME to SPI IH ON CQOLDINAT E CLOSELY THROUGHOUT THE ENTIRE PROJECT. X GC AS-BUILT DOCUMENTS • Ao 11 N PO 9BI I , H IS CRFF I RISC 01011AVF IHE GC AND MI INSPECTOR ONSIIE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RI TFNSIONINPOPINATIONF X INSPECTION OF BOLT PRETENSION PER AISC BOLT SPEC. . 11 MAY BE W PAT I IGJJ IO INSI At I ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW H IUNDA NON AND Ml INSET Cl ION(S) TO COMMENCE WITH ONE SITE VISIT. X INSPECTION OF AJAX BOLTS AND CUTS PER REQUIREMENTS ON SHEET S-3 • WI IEN POSS 1011. 11 IS PHI I L RHL D TO HAVE THE GC AND MI INSPECTOR ONSITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRF 011 D Of RING D& 1N1 I[At Ml THEREFORE, THEGC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL ADDITIONAL TESTING AND INSPECTIONS: CONSI SHC I ION I ACE IT If S ALL AT I HE IF DISPOSAL WHEN THE MI INSPECTOR IS ON SITE _ _ CANCELLATION OR DELAYS IN SCHEDULED MI IF THE GC AND M1 INSIDE r, IOR AGRFF TO A OATE ON WHICH THE MI WILL BE CONDUCTED, AND EITHER PARTY CANCELS OR DELAYS, CROWN POST-CONSTRUCTION SHAT L NOI BE RESPONSIN F f OR ANY COSTS, FEES, LOSS OF DEPOSITS Al OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURR[' D BY E I H U R PART Y F OR ANY TIME (EG. TRAVEL AND LODGING, COSTS OF KEEPING EQUIPMENT ON SITE, ETC). IF CROWN X MI INSPECTOR REDLINE OR RECORD DRAWING(S) COST RAC IS DIRE CTI Y I OR A TI IIRII PARTY MI. EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAYICANCELLATION IS CAUSED BY WFATTIE R OR 0 TI IF R C@IDI I IONS I HAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. % pp BT INSTALLED ANCHOR ROD PULLOUT TESTING CORRECTION OF FAILING MI 'S X PHOTOGRAPHS IF IHE MOD11 ICAT ION INS tAT I AT ION WOUI D FAIL THE MI ('FAILED MP) THE GC SHALL WORK WITH CROWN TO COORDINATE A REMEDIATION PLAN IN ONE OI TWO WAYS ADDITIONAL TESTING AND INSPECTIONS: - - - - - - - - - - - - - - - - - - - - - - - - - - - • CORRECT FAILING ISSUES IO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPI 1. hll N T MI. •OR. WITH CROWN'S APPROVAI, I HE GC MAY WORK WITH THE FOR TORE ANALYZE THE MODIFICATIONIREINFORCEMENT USING THE NOTE: X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT AS-BUILI CONDI DON NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT MI VERIFICATION INSPECTIONS CROWN RESERVFS THE RIGID TO CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MI INSPECTION(S) ON TOWER MODIFICATION PROJECTS. ALL VERIFICATION INSPECTIONS SHALL BE HELD TO THE SAME SPECIFICATIONS AND REQUIREMENTS IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH ENG SOW i W07. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT AEVIAESV FIRM AFTER A MODIFICATION PROJECT IS COMPLETED, AS MARKED BY THE DATE OF AN ACCEPTED 'PASSING MI' OR'PASS AS NOTED MI' REPORT FOR THE ORIGINAL PROJECT. PHOTOGRAPHS BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT • PRE-CONSTRUCTION GENERAI. SITE CONDITION • PHOTOGRAPHS DURING I IIF RFINFORCFMFNT MODIFICATION CONSTRUCTIOWERECTION AND INSPECTION RAW MATFRIAIS PHOTOS OF At I CRT IICAL DETAILS FOUNDAT ION MODIFICATIONS WELD PRE PARAI ION BOLT INSI AT LATION AND TORQUE FINAL INS TAT LED CONTI I ION • SURFACE COAT ING HE PAIR POST CONSTRUCTION PHOTOGRAPHS FINAL INFIELD CONDITION PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL BE CONSIDERED INADEQUATE. THIS IS NOT A COMPLETE LIST OF REQUIRED PHOTOS, PLEASE REFER TO ENG-SOW-10007. )F NEwY N' I,\CAFtgy 09 ± U, W CIT 0791 py O 1 8 2013 Q 12 18-2012 A n v p PROJECT No: So rig PAUL J. FORD AND COMPANY 37512-2167 B d s ` - DATE S'Tas UCTURAL ENGINEERS BU #806579• NY CUTCHOGUE 958280 DRAWN BY: ISSUE Rl:12- OF - 250 Fast Broad Slael BNI1e1s0p Columbw.Ohio 43215 PERMIT R1: 12-18-2012 IF ] o, A 2 (614) 321-66]9 wwva.PlNweb.co , B.M.S. CUTCHOGUE, NY CHEBK.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY S_7 H - rnrxHNnLnnuw n1z1w ru Isl=oRO, NY I4534 DATE: lit VA,91o`445 TAX. (585)999 3448 10-17-2012 >QaFasstvaa coPY This if not an ofoial PCC Boom is is a mind orpublk fidencisdoo oon%W to do FCC4licandoll del bso on /A des that We ichmoc copy wu gmwak& to ounwhme FCC miss tegWm Poe prwmhtlm, poping or disp*of m PLC Itoeou, this doomneo<maynot be used in plus of an official PCC hrcnse, ire°4RI41, . Federal Communications Commission Wircum Tolommmudeadom DWORU aM. RADIO STATION AUTHORIZATION LICBNMM: AT&T MOBILITY n LLC canto hllloWumbsr AM: FCC GROUP; WPWU948 AT&T MOBILITY n1i.C , Radio Service 5601 LEGACY DRIVE, MS A-13 WZ - 700 Wis Lower Band (Blocks C, q PLANO, TX 75024 D) FCC Raglstragon Nambar RN)t 0016482233 Great Date S®soSvaDirlt ` Papbwdm Date Print Date F01-142003 031b2U10 06-13-2019 Market Number Chanad Bloch Sub-MarbM DsslSnataur CMA001 1 v 0 Mental Name New York tNS 46114 uwi-BuHhBc fat Bnlld-oat Date 2" RoBdout Dab .F 3rd Bethel-oat Date 4tk BaBd-oat Date D15-13-2019 Walverr/Condklom: If the Whiles authorized basin we used to provide bradoeat operations, whether exclusively or in combination with other services, the Heansee must seek raiearal of de license elder within eight yters itom the oammenoci nett of the brwdcast service or within the some of the boom bad the brosdonat service not bow provided, whichever period is shorter in leno, Ban 47 CPR 427.13(b). Operation of the tkeilities wlhmized beam, are sul>deet to die condition that harmfUl mtalhmnoe nay not be caused to but must be accepted fmm UHF TV transmitters in Cando and Meodoo u identified in existing and any future agreements with those countries. Conditions: Pmwant to 4309(h) of to Communications Ash of 1934, as amended, 47 U.S.C.1309(h), this license is object to the tbllowing conditions: This Hoene shell not vat in the Hoensae any right to operate tie station nor any right In do on of the fiequencla designmed in the iiaanse beyond the term thereof nor in any other manner than authorized herein. Neldier do license nor the right granted tluaamder shall be assigned or otherwise transferred in violation Ollie Communications Act of 1934, as atnahde t, gee 47 U.S.C. 13 10(d). This license is subdeot in terms to the rigid of use or control conferred by 4706 of the Communications Act of 1934, as amended. Sao 47 U.S.C. 4606. This lice so may not authorize operation throughout the ermha VoSV its area or spectrum identified on the hudcopy, version. To view the specific geographic area and spectrum authorized by this Hcesse, rofo to the Spectrum and Market Arse informmi under sire Market Tab of de license rocord in the tjmiverial Licensing System (ULS). To view the license record, go to the ULS homepsge at httpJAvbelaa.fbc gov/ule index.hbn?job bonne and sebct "Ucense Search". Follow the hatructiotn on how to search fa licanae information. FCC 601 MB Page 1 of 1 April 2009 BBBBHIMIU d COPY Thin is not an of8oiol FCC Homes. it Is amomd etpnido ikon eonWned In the PCC4 Hsecalna daabass on the due Gut tbia Tttblesce ocpy was ganmatad.la area wlaaeFCC ndes segobe PosprreoDadon, poNng, ordiWby of an FCC Hoene, this doaura n may notbe veil in place of on ofbw FCC license. -ie MVy4\ Federal Communications Commission Whalen, Um mumuleadons Bureau . ! - j RADIO STATION AUTHORIZATION LICENSEE: AT&T MdBIL1TY t w"MUM 11.C Cagtllgo F1kNumber ATM: PM GROUP W97U424 AT&T MOBILITY gP6CTRUM LLC Radio Service 5501 LBOACY DRIVE, MS: A-3 WY - 700 ?A& Lower Band (Blocks A, PLANO, 7% 75024 E FCC Registration Number UMMi 0011980795 F Grant Dab Bleed Doi; EsptrsdosDW P11otDate 01-05-2009 03.15,1010 ,w 06-13-2019 Market Number _chased Bla& BubdNarketDedgaator CMA001 -B 0 Marko Now Now Yc %r 0Y-NIINwnu-Ikd%& 1st Build-out Dab 2nd Bugd-oat Dab 9rd Bdldout Dab 4th Bulld-out Dab 06-13-2013 06-13-2019 Walvers/Coadldom: Iftbo facilities sudmrlaed herein am used to provide broadomt operations, whcthar exclusively or in combination with cow services, the Hoeosee must seek renewal of the Home dtherwidtin eight years horn the commencement of the broadcast service or within the term of the license had the broadcast service not been provided, whichever period is shorter to length. See 47 CFR 427.13(b). Canditioaar Pursuant to 4309(h) of the Communications Act of 1934, m amended, 47 US.C. 4309(hj, this Ii cow is subject to the following conditions: This ]I== shall not vast in the Hoemes any right so operate the station nor any right in the use of the ft"ta ncies designated in des Hoene bn=d the corm thereof nor in any other me nor than authorized herein.' NeHhw the license nor the right granted thereunder shall be cosigned or otherwise trandermd in violation of the contaminations Act of 1934, as amended See 47 U.B.C. 4 310(d). ThisHcenw is subjeu in terra to "right of use or control conferred by 4706 of the Communications Act of 1934, m amended See 47 US.C. 4606. Tins license may not authorise operation throughout the entire geographic arm or spectrum (dendlfed on the hardcopy version. To view the specific geographic was and spectrum euthoriaed by dds license, reftr to the Spectrum and Market Ara inlbrmetl under the Morkat Tab of the licanse record in the Universal Wareing System (ULS). To view the license record, go to the ULS hmnepage at htip://wimien.fac gov/ula/irda.htm?jabrhame and select "License Search". Pollow the instructions on how to search for license information. FCC 601-;9 Page 1 of 1 AprE 2009 ULA Lame - odiWa U=m -xN WIO -NEW aWULAA WMELMS Pc%LLC Pqp 1 oil r Y Universal Lloenslnp Byarn = ? KM LR9.OO wLa m~ ? trio..Im a eDGY~ Wo ULS Loans Cellular Lloenae - KNKA310 - NOW CINQULAR WIRELINW PCB, LLC q am.9wb q 9ma.am d a'°'mmtear" ~tettaMasm92 82su222~t W° L122m ® This 12at:ss b w Pie Oa0 up W9cAa10 Rao Bnvbm a - odaw.r etab:a AWN Auth TyPs R2pul2r 1o~.e Bubowrket 0 Ph@" 2 D29n arm* Oq~sO/2006 PI IWOL/40i6 w(mm" 03/10/4010 cwsmbdwn "vow DWNIM Dols 01/17/4000 Control PaL+as 1 97 W. PAMAIC 9TREHT, ROM MU PARK, N3 a Monhoomn swmM, 910 7th Avw us. Mow V^ W Laa:w PRN OODSWM2 RJ111o~ Typo UmRod LLablay Cmpsa7 Loan... NLW CM WLAR WM MMS PCB, ULC Ps(400)229-7471 0201 LBOACY DRW% "B: A-3 PLANO TX 79M Ptpy400 229.7349-74'87 7 Mlo.cm ATTN < C amp omit" AT&T 109LLM LLC 112021 P Oe0pb1 ~(~7-Ib~74 112030th Bb9et;, NW, iuR21000 htWjM14m2S2a 3092 %2V2010 ULA L1oea00 - aghdw U mrs-1MA910 -NSW ( NOULAR WIRSiM PCB. LLL Pate 2 a[2 e w.A lnp4~, ac NOW !¢Mtt77etoatLcom ATTN 1NcIMM P. SMIn. Ownwddp ow Q Radio awwom Mobft Type tap ktwy uta4a Common Cantor Ldtmolm adod YM The ApOMW eIMMIMeda~~Wyelad %e fO aaeb Of 00 NWRONAUNM 4UONUM• Mdo The Apo=* wwawed W to emb of the quadma. Dmm*rephlee Ram P. wa t7 AOfIdK MAHdp li/ 1'><-EIQ-~L!!~- '-L~OY~'~000[t m, *am* ttr.te:. mro,iNoa' 11otoW28lob - epam3tiour~m - et3Lbn ttvon gig AboutULf -trlamme OWN- ereb I!rar!! C!!', I® =1Mc"Imigam moI TMAAW" red" Od om OW090" "Wm 1-71-W-3701 44317th cored OW TTYt 1.717.062834 WadmOW4 DC am AWMAM MIA http://,qm 19092 5/27/2010 ROFBRLNCB OG" Tide Is eat an of lal P0C Ilaase. It is a mood ofpnb0s ithruntion combined io the PCCs tieawtog database on the date Poet this mlbeem copy was gaonated. In asst whom PCC ml s nquka the p osont:tlam, posting, or display of an I=liomss. this dommmt racy rat be wed in plaw of so ofgoW PCC Ilccoes. Federal Communications Commission W1rd)ess Taladommulatoadow Bureau d RADIO BTATIONI AUTHORIZATION LICENSEE NEW CINOULAR WIRRLBSSPCS, LLC Cw Bigo lone Numbs ATTN: FCC GROUP.. WPOL311 NEW CWOULAR W1RUMS'PCCS. LLC Asdio Iesvia 5601 LEGACY DRIVE, MS: A3, CW - PCS Broadband PLANO, TX 75024 r FCC Registration Number (FAN): 0003291192 ` Greet Date 18flaodve Dsk „ Asplntlon Date Prtat Dole 08-15-2007 03-1`6 20y0 06-27-2017 Market Number vs CkaxselBloats Bab,Ma*mDea*Lator BTA321 2 "Name Niv::Yak1NY 1st Band-out Date god Build-out Date rM Sri Bull"at Date 4tk Build-out DW 06-27-2001 WaivmslCondidon: This license is conditioned upon compliance with the provisions of Appliadcps of AT&T Wheless Services, bro. and Chtyula Wireless Corporation For Consent to Transfer Control of Licenses and Authorizations. Memcrandum Opinion and Order, FCC 04-255 (rel. Om, 2(6 2004). Co n notation approval of this application and the licases cmodrM thereto are s*act to the conditions set forth in the Memorandum Opinion and Order, adopted at Deomabsr 29, 2006 and rdeesed on Merit 26, 2007. and revised In the Order on RxabNdervidm adopted and released on Mach 26, 2WI. See AT&T bm and BellSouth Corporation Application for 7Ya war of Control, WC Docket No. 06-74, Mmnaard on Opinion and Order, FCC 06.189 (ml. May. 26, 2007); AT&T Inc. and BellSouth Corpontlor% WC Docket No. 06-74, Order an Reconsideration, FCC 07-44 (ral. Mar. 26, 2007). Condition: Porst ant to 4309(h) of the Connumdatims And of 1934, a amended, 47 U.S.C. 4309(h), this license is abject to the following conditions-. This license shall not vest in the lioansee any right to operate the station no my right in the use of the frequendes designated in the license beyond the form tha eof nor in any other mstmer than aWhoizid heroin. Neither die license nor the right granted thereunder shall be assigned or otherwise tnaferred in violation of the Co aouniation Act of 1934.u amended Sae 47 U.S.C. 0 310(d). This homse is subject In tam to the right of we a control confbitd by 6706 of the Commordcatioa Act of 1934, a amended. Soo 47 U.S.C. IM. f' Thu liomue may not sutltaft operation throughout the mdse geographic are or apectrmn identified on the haidcoPy vetsiaL To view the specific geographic are and spectnmi sutlarimd by ft license, refer to the Spectrum and Market Area infamatiunder the Market Tab of the license record In the Univeral Licensing System (ULS). To view the license record, so to the ULS homepage at http9/wit4ess.ftc.Sm/Watindox.bbd?job-hone and select "License Sarah". Pollow, thhe imwetlw an how to search fa license tnfomtation. FCC 601-MB Page I of I April 2009 IeBt»@iEK®ODPY IbisIsrotmomolalFCCHems.hisa"card ofpublloharruseonoonedmilbathe FWsleeusegdatabseonamtimeemtdd.ride:moe copy was gmanrted. he osea wbsePOC rids require the preseahdon, posting, or dbpley of m F C Home., this doo®mt may mtbe used in plies of an oetbdal FCC Ileema Federal Communications Commission 6@V.: ' C a WlreWe Tsleoommunieatlons Bureau rpd"a~ RADIO STATION AUTHORIZATION IJCSNSRS: NEWCINOULARWMEMSPCS,LLC Can sip Villa Number ATTN:P000ROUP N' WPSL626 NBW CAIOULAR WIRU= ",.LLC BatBo BervMe 5601 LBOACY DR]IM MS: A?3. PIANO, TX 75024 J C1Y - PC8 Broadband FCC Reglabmtlon IVUmberRN): 0003291192 F fistut Dab >8~edv} Dole >etcp -114.2 Dde Priet Date 07-15.2005 OS! 201: 12-14 2014 MvlwtNumber `'Cluihsa Dleak Bub-?AB"DMyoatar M7A001 aa 15 Marl?ilNitms t,~evi Yc:l: lot Bdldoat Dab 2nd Balldod Dab 3 !'Bdd-oat Bob 41h BuBa-out Date M14-1999 12-14.2004 WaivanlConditlan: Spectrum Lase asaoclated with this Hasse, Sus Spectrum Leasing Amsgament Letter dated 12107/2004 and File No. 0001757186. Spectrum Unsling Amangernent associated with file number 0001757186 was extended to 01 105/2009. See fib number 0001885143. Couditlos: Pursuant to 9309(h) of the Co mnuniatlos Act of 1934, as amended, 47 U.S.C. 9309(h), this license is abject to the following conditions: This Hasse shall not vest in the Hostsee any fight to operate rite sedan nor any right In the use of the tMomata delignuad in the Hasse bayed the term dtseofnor In any other mum than authorized harem.,NelOsr the Intense nor the right Wanted thereunder shell be assigned or otherwise Insfsred in violation of the Camnuniations Act of 1934, as sm nded. See 47 U.S.C. 9 310(d). This liomm is subject in tarns to the right of use or oerltral conferred by ¢706 of the Communications Act of 1934, as amended Sea 47 US.C. 9606. This Horse may not suthods operation d rouglaut the entire geographic ate or spectrum identified at the he dcopy;vasden. To view the apeeific geographio era and spectrum authorized by rids license, refir to ffie Spectrum and Market Area hiftsmatlov under the Market Tab of the liana record in rite Universe! Uomwbrg System (ULS). To view rite liens roasd, go to the ULS homapage at htipl/wwWon.te.gov/uWtads.hm4job-home and 0400 "Uoas Search". Follow the Insinuations on how to search for Ileum inf xt adon. FCC 601-MB Page 1 of 2 April 2009 Linen Name: NEW CINOULAR WIRE MS PCS, LLC CaS 81yrt WPSL626 FlIe Numban Prlet Date, Cknndadcn ep mvel of4da.eppllatlm and ffie Itanaee omtatmd dwah we a blurt to the omdidam as forth in the Mmnm=dum =an and Order, adopted m Member 29, 2006 and mimed an March 26, 20117, and mvlaed In due Order an ReamaidemUm, adopted and reiea0ed on Marob 26.20D7. Sm AT&T I= and BellSouth Curporadm Appppllllwwdm for Itsedr of Cm d,'WC Docks No. 06.74, Memorandum Opbdm and Order, FCC 06.189 (ral. Ma. 26,20M AT&T bm. and BellSouth Ceeporeliort, WC Docks No. 06-74, Order an Reconsideration, FCC 07-14 (rel. Mar. 26,2007). r: r FCC6WMB Per 2 of 2 Apra 2009 MIMPE 6NCgCOPY nix is not an of cid FCC Howe. It is areoor I ofpcblln iolbxusdim amtdoed in die PCCs Removing dabbses on the dots Poet this retwom copy was generated. in avs whoa BCC nds requhatlmpnramWtlm, posting, s d*dmy of so PCC Hoonm% dds doomal amy notbe uod in place Oran of low FCC litensv, R, Federal Communications Commission e t Wlrelas Telecommunications Bureau RADIO STATION AUTHORIZATION LICHNSES: NEW aNOULARVIDUMBSSPCS,LLC can logo Me Number AT7N:F00GROUP, WQt30892 NEW MOM" W1RMMIS PCS,LLC Badle Servloe 3601 LBOACY DR7YB, MS A-3. PLANO, TX 75024 CW - KS Broadband t . FCC Reodratlon Number QrRMt 000329/192 Grant Date EQeadve Dirk Bnplrsdon Dau PrhtDate I f-21-;0006 03-16 401o `p F 12-14-2014 M=**Tftudm Meek MTA001 14 Market Nems YotM F- lot Ball"ut Date 2nd Bull"at Date 2N BoHd aR Dab 4f6 BaSdont Date wdveedCondidom: NONE Conditlom: Pursuant to 63090) of the CommuNaadons Act of 1934, u ,mended, 47 U.S.C. 6309(h), this license is subject to the Miming conditions: This Iloense shall not vest in the Hoonsee my right to operate the station nor any right to the use of die f1requenaise dedgnsted in the Hamm beyond due tern thereofnor in any other mmnertlun authorized herain Neither the license nor the right grunted therermder shall be udgned or otherwise transferred in violation of the Cormromtations Ad of 1934, u amended. See 47 US.C. 4 310(d). Thislioease Is enbjem in tarns to die right of use or control cunferced by 6706 of the Communications Act of 1934, as amended See 47 U.S.C. ¢606. This license may not mthorim operation throughout the entire geogrsphlo are or specu m idendfied on theUitlcdpY;yersion. To view the specific S@VVbic area end apeabum t dhorised by this license, infer to the Spa*= end Market Area litibrit"or under the Maltet Tab of the Hearse record in the Ueiversa Liaauing System (ULg). To view the license record, go to the ULS hortKpage at MV.//wireless.fbc.gov/adhdoz.htm9job-borm end select "License Search". Follow the inahncdau on how to search fbr Hoense infomation. FCC 601-MB Page 1 of I April 2009 T 'Y'~,.3i 7~ `Ar i9 .s+Fa~a+A Ti .LL rvf >~t Y s r a yTt 'ta r y.., -~yjy„•y4v• v ?h)wr1 'A~•~u.: YSw, k~'c..Y'r~'~}r; ' . riSWelnrY7td4i[POlE 96( Al. TN1i 1N1ti0•ifl/t f-. L . qt 'a~,,;• .~-`•{~ry .r {7~i3NOBNTLfItz in•dc rKr t:1'R dq`+N. APRtt~r :rt t yflwDudured yr '?fig , r ~ . x , r . tllib dN51~kSH ~ ~?S •4~rYY".Tc.~~ Nc"hNs'Y.}TM69'N` 4CG1T CP.(Y Y 'A7:fTT'1~Q' A'~ Ntl+~ ; Qv T "1 , 7°{ . 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AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 JDE Business Unit: 806579 [TO BE USED ONLY FOR BU # 806579; SITE LICENSE ACKNOWLEDGMENT This Site License Acknowledgment ("SLA") is made and entered into as of this day of e P yam' 200 by and between AT&T Wireless PCS LLC, a Delaware corporation, ("AT&T"), having an address at 2729 Prospect Drive, Rancho Cordova, CA 95670 and Crown Atlantic Company LLC, a Delaware limited liability company, ("CROWN"), having an address at 2000 Corporate Drive, Canonsburg, Pennsylvania 15317, pursuant and subject to that certain Master License Agreement (the "Agreement") by and between AT&T WIRELESS SERVICES, INC., a Delaware corporation, d/b/a AT&T Wireless Services, its successors and assigns, together with its wireless communications affiliates which elect to participate in this Agreement ("AT&T'), and CROWN COMMUNICATION INC., dated as of September 13, 1999, and amended as of August 1, 2000, and December 31, 2001 (collectively referred to as the "Agreement"). All capitalized terms have the meanings ascribed to them in the Agreement. 1. The Site shall consist of a portion of that certain parcel of property, located at Country Road, Cutchogue, the County of Suffolk, and the State of New York, more particularly described as a Twenty-Five (25') feet by Ten (10') feet parcel containing approximately Two Hundred Fifty (250') square feet situated at Latitude 41° P 46.57", Longitude -72° 29' 50.29", together with the non-exclusive right for ingress and egress, seven (7) days a week twenty-four (24) hours a day, on foot or motor vehicle, including trucks, and for the installation and maintenance of utility wires, poles, cables, conduits, and pipes over, under, or along the right-of-way extending from the nearest public right-of-way, Country Road, to the premises, said premises and right-of-way for access being substantially as described herein in Exhibit "I" to the SLA attached hereto and made a part hereof. 2. AT&T shall have the right to install its antennas and equipment consistent with the specifications and in the locations described below: Site No./Name: Cutchogue LI-1027 Name of AT&T Affiliates: AT&T Wireless PCS, LLC Manufacturer and type-number: Allgon 7334.00 Number of antennas: Twelve (12) Weight and dimension of antenna(s): 20.7 lbs./53.1 "xi 1"x4.9" Transmission line mfr. & type no.: Andrew LDF5-50A Diameter & length of transmission line: 7/8" diameter - 120' length Prepared by: B. Fitzgerald "B" Prepared on: November 5, 2004 Version 1/16/04 1 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 Location of antennas (as described in Exhibit "2" attached hereto and made a part hereof): NY Cutchogue-806579 Height of antenna(s) on structure: 70' Centerline Direction of radiation: Four @ 20°, 120°, 240° azimuths Equipment building/floor space dimensions (as described in Exhibit "3" attached hereto and made a part hereof): Tower Only Frequencies/Max Power Output: Tx: 1965.0-1970.0 MHz Rx: 1885.0-1890.0 MHz Power Output: 1650 watts 3. The first (1st) annual fee p ayment due and p ayable by AT&T to CROWN is d1low year, payable in equal monthly installments in accordance with the Agreement. Notwithstanding anything to the contrary in the MLA, commencing on the first of September every year, the annual fee payment shall be increased (but never decreased) by an amount equal to 4~). 4. License Term. Initially, the license term shall be for a period of five (5) years commencing on the earlier of, 180 days after full execution or the first (1st) day of the month following the commencement of installation of AT&T's equipment at the Site (the "Commencement Date") and ending on the last day of the month following the fifth (5th) anniversary of the Commencement Date at twelve o'clock (12:00 p.m.) noon EST (the "Initial Term"). This SLA will automatically renew itself for four subsequent five-year periods (the "Renewal Term") unless AT&T serves notice of cancellation upon CROWN, at least ninety (90) days prior to the expiration of the License Term. (The Initial Term and the Renewal Term shall be collectively referred to as the "License Term.") 5. The parties acknowledge that CROWN's rights in the property derive from a certain Option and Lease agreement dated June 3, 1991 between New York Cellular Geographic Sevice Area, Inc. and New York SMSA Limited Partnership, as conveyed by a certain Memorandum of Assignment between New York SMSA Limited Partnership and CROWN dated March 31, 1999, (the "Prime Lease", which is attached hereto as Exhibit "4" to the SLA). Any special access requirements are detailed within the Prime Lease. Upon AT&T's request, a copy of any title search that CROWN has conducted or Phase I Environmental Study shall be supplied to AT&T under separate cover. 6. Additional provisions: a) AT&T will be obligated to include with each payment the following site identifier: NY Cutchogue - 806579 [Remainder of Page Intentionally Left Blank] Prepared by: B. Fitzgerald 2 Prepared on: November 5, 2004 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number LI.1027 ME Business Unit: 806579 IN WITNESS WHEREOF, the parties hereto have set their hands and affixed their respective seals the day and year first above written. A&T Wireless PCS LLC, a Delawa*Date:// By: Name: Title: 470VO Execution 0.1; y Crown Atlantic Company LLC, a Delaware hgted lia lity com ny (q//I By: Name: Paul E. Le Title: Vice President of Asset- Northeast Execution Date: Prepared by: B. Fitzgerald 3 Prepared on: November 5, 2004 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 ME Business Unit: 806579 EXHIBIT "1" to the SLA SITE DESCRIPTION See attached legal description. Prepared by: B. Fitzgerald 4 Prepared on: November 5, 2004 12004PC499 SCHEDULE A ALL that certain plot, piece or parcel of land with the building and improvements thereon erected, situate, lying and being at Cutchogue, Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the northwest line of Middle Road (C.R. 48) 750 feet more or less southwesterly along said line from Ws Lane said point being the southeast comer of the premises herein described and the southwest comer 'of other land of the party of the first part; RUNNING THENCE along the Northwest line of Middle Road (C.R. 48) south 25 degrees 52 minutes 30 seconds west, 168.17 feet to land of Hams; RUNNING THENCE along said land north 60 degrees 54 minutes 20 seconds west, 252.68 feet to land of the Town of Southold; RUNNING THENCE along said land north 23 degrees 14 minutes 00 seconds east, 188.15 feet to land of the party of the first part; RUNNING THENCE along said land south 56 degrees 42 minutes 20 seconds east, 263.16 feet to the point or place of BEGINNING.. Dist: 1000 Sec: 096.00 Block 01.00 LOL 019.001 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 ME Business Unit: 806579 EXHIBIT "T' to the SLA LOCATION OF ANTENNAS See attached Engineering Sheet. Prepared by: B. Fitzgerald 5 Prepared on: November 5, 2004 CCIsitesTM : Crown Castle Online Application Page 1 of 3 000m Customer Approved: Oct 27 200 Application ID: 15771 Revision # 2 Submitted: Aug 16 2004 Submitted By: GGOLDMAN Original Submit Date: Aug 16 2004 Desired Install Date: Nov 30 2004 Reason for Application: First time antenna installation at this site JDE Job Number 55309 Applications are subject to applicable Crown Castle engineering, regulatory, zoning/planning, and priority property- owner approval. Approval conditions may result In alternative requirements for type and/or placement of equipment Approval conditions may also lead to additional or revised engineering analysis at Crown Castle discretion and upon consent of the customer. Company Information Site Information High Level Company: AT&T WIRELESS SERVICES Crown Castle NY CUTCHOGUE 958280 Company: AT&T WIRELESS Site Name: Address: 2729 PROSPECT PARK Crown Castle 806579 Site ID: City/Town: RANCHO CORDAVA Address: 21855 COUNTRY RD County: N/A City/Town: CUTCHOGUE State: CA Postal Code: 95670 State: NY Postal Code: 11935- Customer Job N/A County: Suffolk Site Status: N/A Number: Customer Customer LI- Latitude: 410 1'46.57" Longitude: -72° 29'50.A Site Name: Cutchogue Site Number: 1027 Structure Type: MONOPOLE Structure Height: 100 ft Legal Entity Information Operating Legal Entity: N/A Primary Contact: loy Mooney Phone: 631-581-8105 E-mail: jmooney@highlanderinc.com Fax: N/A Address: N/A City/Town: - N/A State: N/A Postal Code: N/A RF Contact: N/A Phone: N/A E-mail: N/A Service Information Frequencies Transmit Receive Svc Technology EIRP (WATTS) Manufacturer Start Stop Start Stop 1 GSM 1650.0 1965.13.96 9.0 1885.0 1889.( 869.0 894.0 824.0 849.0 Antenna Information C Line Mach Mfg. / Transmit Transmit Receive Receive # Fig. Pos.Elev Azimuth Tilt Model Svc Start Stop Start Stop Use Orient Statu 1 1-2 A 70ft 20 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 2 1-2 B 70ft 20 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 T)(/RX Mid-Mount Propose 7334.00 869.0 894.0 824.0 849.0 3 1-2 C 70ft 20 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose 7334.00 869.0 894.0 824.0 849.0 htin•//www rriaitpc rnm/envnrmlir/AnnTrkFnoPrint An9rnmmanrl=VipwknrlntMnrir=tore 11 K/11304 CCIsitesTM : Crown Castle Online Application Page 2 of 3 4 1-2 D 70ft 20 N/A ALLISON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 5 1-2 E 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 6 1-2 F 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 7 1-2 G 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 8 1-2 H 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 9 1-2 I 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 10 1-2 3 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 11 1-2 K 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 12 1-2 L 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 Feedline Information # Fig. Pos. Qty Mfg. Model Connector Type Color Code Length Status 1 1.2 A 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 2 1-2 B 1 Primary: ANDREW LDFS-SOA N/A N/A 120 ft Propose( Secondary: N/A 3 1-2 C 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 4 1-2 D 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 5 1-2 E 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 6 1-2 F 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 7 1-2 G 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 8 1-2 H 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 9 1-2 I 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 10 1-2 3 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 11 1-2 K 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 12 1-2 L 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A Optional Component Information Lightning Suppressor Tower Mounted Amplifier # Fig. Pos. Mfg. Model Mfg. Model Elev. 1 Elev. 2 Status 1 1-2 A N/A N/A N/A N/A N/A N/A N/A 2 1-2 B N/A N/A N/A N/A N/A N/A N/A 3 1-2 C N/A N/A N/A N/A N/A N/A N/A 4 1-2 D N/A N/A N/A N/A N/A N/A N/A 5 1-2 E N/A N/A N/A N/A N/A N/A N/A 6 1-2 F N/A N/A N/A N/A N/A N/A N/A 7 1-2 G N/A N/A N/A N/A N/A N/A N/A 8 1-2 H N/A N/A N/A N/A N/A N/A N/A 9 1-2 I N/A N/A N/A N/A N/A N/A N/A 10 1-2 3 N/A N/A N/A N/A N/A N/A N/A 11 1-2 K N/A N/A N/A N/A N/A N/A N/A 12 1-2 L N/A N/A N/A N/A N/A N/A N/A httn://www.Cci sites.com/en2anDlic/AnoTrkEnLPrint.do?command=V iew&t)rintMode=true... 11/5/2004 CCIsitesTM : Crown Castle Online Application Page 3 of 3 Building/Pad/Power Requirements Type L W H Power Requirements Building Requirements VAC 120 Phase Singl New Building/Shelter Raised Platform N/A N/A N/A Phas Existing Building/Shelter Floor Space N/A N/A N/A Amps 200 Building Identification 0 Generator Needed? No Generator Size WA Pad Requirements Generator Generator Fuel Type N/A Manufacturer N/A Required Leased Size 25k loft SOk Pad Size loft 9ft Generator Fuel Tank Size N/A Generator Model N/A Number of Equipment Cabinets at time of Install 4 Battery Requirements Quantity 0 Manufacturer N/A Model N/A Comments/Additional Information comments: N/A **Indicates where Cut Sheet data has been entered. NOTICE: Structural Analysis shall be performed in accordance with the current revision of the TIA/EIA 222 standard and applicable local building permit codes and standards. EME analysis shall be consistent with curre revision of FCC/OSHA standard OETS 65. AM detuning, when required, will be performed to 47 CFR22.371. Thi customer is responsible for all analysis expenses. All construction drawings are subject to Crown Castle engineering approval prior to commencement of tower attachments and compound installations. Installation of equipment not conforming to approved drawings may violate the terms of the occupancy agreement and will be corrected at the customer's expense. Crown Castle International requires drawings for pre-construction approval and as built drawings for physical configuration validation to be submitted as unlocked AutoCAD files (Version 20001 preferred). Appendix A - Antenna, Feedline, TMA Specifications Antenna Specifications Quantity Manufacturer Model Type Height Width Depth Weight Flat Plate Area 12 ALLGON 7334.00 PANEL 53.1 IN 11.0 IN 4.9 IN 20.7 LBS 4.1 Ff2 Feedline Specifications Quantity Manufacturer Model Nominal Size Nominal O.D. 12 ANDREW LDFS-50A 7/8" 1.09 IN httD://www.ccisites.com/enRanDlic/ADDTrkEnePrint.do?command=V iew&i)rintMode=true... I 1 /5/2004 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 EXHIBIT "Y to the SLA DESCRIPTION OF EQUIPMENT BUILDING/FLOOR SPACE See attached Site Plan and Tower Drawing Prepared by: B. Fitzgerald 6 Prepared on: November 5, 2004 EXISTING CSC CABINET 88.15/ I 92514 E / 1 1 7 I r A I T•. f 1 1 I PROPOSED I35'x13' EXISTING 100' „_I I MONOPOLE APPROXIMATE AT&T UTILITY I I ATA'T EFASE AREA _ CONDUIT ROUTE I r I la m mll ' I~ 1 115 I I EXISTING 1 PARKING AREA I I 1 EXISTING MULTI- NI 1 11 METER FRAME APPROXIMATE LOCATION OF EXISTING PROPERTY LINE (TYP.) ~ I 1 ~ 1 1 EXISTING j BUILDING i EXISTING TRANSFORMER J I « [ I 1 1 I I 1 1 - - - /525'52 3O"M.. , COUNTY ROAD 48 CALLED NORTH OVERALL SITE PLAN GRAPHIC SCALE so' o so' APPROXIMATE SCALE: 1" = 50'-0" o ER INITIALS:. _ DATE' 1 AT&T INRMLS: DATE: PACE 1 OF 3 PROPERTY INFORMATION: APPROX. SCALE ROPEM'TAXD/. i n f i n I g~/ As NDreD LEASE EXHIBIT PLAN t00O-o9e-m-Ot--D19.t e n g I n e e F i n g OATE: owNC .lumswcDIC'noN: 'T C.~ s/zz/D+ SITE I.D. LI-1027 TOWN OF SOIIS Ale MN A xAY AT&T WIRELESS SERVICES RwA'aL wom SITE ADDRESS: IS EAST MIDLAND AVENUE f(sw"~iauF~ 21855 COUNTRY ROAD PARAMUS. NJ 076W tw-ax CUTCHOGUE, NY 11935 EXISTING CSC CA81NEf EXISTING 100' Y EXISTING EQUIPMENT -MONOPOLE AND CONCRETE PAD ' i PROPOSED 135'x23' AT&T LEASE AREA ID.O CAME' EXISTING SHELTER l PROPOSED CPS PR II r EXISTING (SHELTER PROPOSED fENCE , . EXISTING GENERATOR PROPOSED fr1TE ~ EXISTING LATE LOCTDON Of Ar&r COMMENT ON 10'-01XI8' 16W' DEEP CONCR47E PAD EXISTING FENCE CALLED NORTH SITE LAYOUT GRAPHIC SCALE 10' 0 10' APPROXIMATE SCALE: 1' = 10'-0" OWNER INIT L , DATE: AT&T INR41L5: DATE: E OF 3 PROPERTY INFORMATION: APPROX. sl L RWPEAY TAX 10+: AT&T I n f n I ~'y~ DA MGM LEASE EXHIBIT PLAN a e n g i n e e r i n g 9/12/oA SITE I D. LI-1027 TONING J OUINDL110N: ~ no IANYXITA Ne4 sounroLO AT&T WIRELESS SERVICES a J0°7e srtE ADDa[ss: D r. 15 EAST MIDLAND AVENUE (ro) e10-Nee 21855 COUNTRY ROAD rp Ore) ea-Yw PARAMUS, NJ 07652 1so-o3a CUTCHOGUE, NY 11935 STN10-OFF T-ARM W/ANTENNA MOUNTING PIPE (By TOWER MFR) EXISTING MONOPOLE PROPOSED AT&r ANTENNAS (TYP 1_PER SECTOR) 2100 jffNNA~ MODEL/ ALEDON 774000 O AND 7J91.00 Zs0 1`" X~JAtX 4ZIM p -EXISTING ANTENNAS O 290' AGL EXISTIN~ ANTENNAS PROPOSED AT&r AN/ENNLS „ 0 180 ACL ANTENNA FRAME PLAN VIEW (4 ANIENAMS PER SECTOR) scuE NOT TO -41 H EXISTING 100' MONOPOLE gg 0 g q b O ANA~ CPS PROPOSED GETLE ICE BRIOOE EXISTING ICE BRIDGE t2 PROPOSED EMPMEN/ CAD/NE75 EXISTING CIWNUNK FENCE EXISTING SHELTEP FFMCE PROPOSED I. EAST MONOPOLE ELEVATION NOT TO SCALE OWNER RNMLS; DATE; ATJeT RIIRALS: DATE: PAGE 3 CF 3 PROPERTY INFORMATION: APPROX. SCALE =°"T"" I , i n f i n I NOTED LEASE EXHIBIT PLAN ,R - Al 110aO-otv.l AT&T a n g I n e r I n g M/ ATE: ONINC JURISDICTION: 310 mw 9/22/04 SITE I.D. LI-1027 IIM(r! TOWN A OF ° AT&T WIRELESS SERVICES "05M°i P" wwe srE ADDacss: 15 EAST MIDLAND AVENUE r. IF `(>(m) w aw 21855 COUNTRY ROAD PARAMUS, NJ 07652 IM-035 CUTCHOGUE, NY 11935 1 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 EXHIBIT "4" to the SLA PRIME LEASE AGREEMENT See attached Prime Lease Agreement Prepared by: B. Fitzgerald 7 Prepared on: November 5, 2004 r 1 s~ s~77 MEMORANDUM OF ASSIGNMENT BY AND BETWEEN NEW YORK SMSA LIMITED PARTNERSHIP having an address at do Bell Atlantic Mobile I80 Washington Valley Road Bedminster, New Jersey 07921 ("Assignor"), AND CROWN ATLANTIC COMPANY LLC, having an address at 510 Bering, Suite 500 Houston, Texas 77057 ("Assignee") WITH RESPECT TO THE PROPERTY LOCATED AT: STREET ADDRESS: 21855 Country Road, Cutchogue, NY COUNTY: Suffolk SECTION: 96 BLOCK: I LOT: 19.1 THIS INSTRUMENT SHOULD BE RECORDED AND RETURNED TO: SNYDER & SNYDER 6 AVERY COURT WHITE PLAINS, NY 10604 ATTN: LESLIE J. SNYDER MEMORANDUM OF ASSIGNMENT This Memorandum of Assignment is entered into by and between NEW YORK SMSA LIMITED PARTNERSHIP, a New York Limited Partnership ("Assign4i') with an office c% Bell Atlantic Mobile, 180 Washington Valley Road, Bedminster, NJ, 07921 and CROWN ATLANTIC COMPANY LLC, a Delaware limited liability company with an office at 510 Bering, Suite 500, Houston, TX, 77057 ("Assig=). 1. Assignor (as lessee, assignee, or grantee) entered into a lease agreement or other instrument (Agtmn with the owner, lessor, or grantor (the "Piton Qmcr") both as referred to or indicated on Exhibit "A" attached hereto (the "l.xhi&), which conveyed or created an interest in such land and/or improvements pmt") of the Property Owner as described in, indicated by or referenced in the deed or document recorded at the recording reference (book and Page) stated in the Exhibit of the applicable land records for the jurisdiction in which the Property is located, as also stated in the Exhibit, in the State of New York. The date of the Agreement and the term of the Agreement, including the number of renewal terms, is indicated in the Exhibit. The Agreement conveys an interest in a portion of the Property to Assignor (the "Premises") as described in the Agreement. 2. Assignor and Assignee entered into an assignment instrument ("Assignment') on the 31st day of March, 1999, whereby Assignor transferred, assigned and conveyed its interest in the Agreement to Assignee. To the extent a consent of Property Owner to such Assignment was required by the Agreement, Assignor has obtained such consent. By virtue of the Assignment, Assignee has succeeded to all rights and obligations of the Assignor under the Agreement. The terms, covenants and provisions of the Agreement extend to and are binding upon the respective successors and assigns of Assignor and Assignee. Copies of the Assignment and the Agreement are on file in the offices of Assignor and Assignee. 3. This Memorandum of Agreement is intended to give record notice of both the Agreement (to the extent record notice was not previously provided) and the Assignment and of the rights created thereby, all of which are hereby ratified and confirmed in all respects by the parties hereto. IN WITNESS WHEREOF, the parties have executed this Memorandum of Assignment. [remainder of page intentionally left blank; signature pages for both Assignor and Assignee follow] I • 'I . . t NYINNJ ASSIGNOR: New York SMSA Limited Partnership by Cellco Partnership its managing general partner, by Bell Atlantic Mobile, Inc. its managing general `partner By. Witness Name: David H. Benson Title: Vice President and Chief Financial Officer [remainder of page intentionally left blank; Assignee's signature appears on page 3] Memorandum of Assigowm% 4 Page 1 of 3 ASSIGNEE: CROWN ATLANTI MPANY LLC By: John P Kelly Title: Exec ve Vice resident [remainder of page intentionally left blank; notary blocks for both Assignor and Assignee follow] Memorandum of Assignmmt4 Pace 3 of 5 F7 INDIVIDUAL ACKNOWLEDGMENT State of New Jersey County of Somerset * On this 22nd day of March, 1999, before me appeared David H. Benson, to me personally known, who, being by me duly swom, did say that he is Vice President and Chief Financial Officer for Ben Atlantic Mobile, be., a corporation, managing general partner of Cellco Partnership, managing general partner of New York SMSA Limited Partnership, and that said instrument was signed on behalf of said corporation, partnership and limited partnership, and said David H. Benson, acknowledged said instrument to be his fire act and deed. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at my office in said county and state of the day and year last above written. * having an address at 180 Washington Valley Road, Bedminster, NJ 07921 Notary Public My commission expires: WILLIAM N. NEVILLE NOTARY PUBLIC Of NEW JERSEY My Commission Exp. AprII 22, 2001 i COMMONWEALTH OF PENNSYLVANIA COUNTY OF WASHINGTON CORPORATE ACKNOWLEDGMENT On this 2.1 day of MAsh 1999, before me, the subscriber, a Notary Public, in and for the Commonwealth of Pennsylvania, personally appeared John P. Kew, Executive Vice President of Crown Atlantic Company LLC, a Delaware limited liability company, and in due form of law acknowledged that he is authorized on behalf of said limited liability company to execute all documents pertaining hereto and admwledged to me that he executed the same as his voluntary act and deed on behalf of said limited liability company. IN TESTIMONY WHMEOF, I have hereunto set my hand and affixed my seal in said County and Commonwealth of the day and year last above written. Notary Public My Commission Expires: ~q I F,mn., roi az ~ WNW Parknop4aft awocltlon of t4,IhI ee Mmmndom ofAvWuoeat4 Nou y-Amigo r Page 5 of 5 Exhibit A _ Site Name _NY =CH4_GM(BAIO__ Location Site Address l: 21855 COUNTRY RD Site Address 2: County: SUFFOLK Lot/Block (if available): Tax Map (if available): I Prong, Owner Name: ARTHUR V JUNGE Address 1: 21855 COUNTRY ROAD Address 2: City, State, Zip: _QUTC.HQQ.UE_.»C,-U9155; Title aquired by deed or other conveyance instrument recorded in: (Deed/Book/Vol) Lease A eement (or other instrument Agreement Date: OD121 Initial Term Expiration: 4/30/97 Renewal Terms: SCR_~ - OPTION AND`LEASE AGREEMENT This Agreement. made this 3 day of a w, 1991, between.Arthur V. Jungs, having offices at 21855 Country Road, Cutchogue, New York 11935 (hereinafter referred to as-Lessor), and New York SMSA Limited Partnership, a Delaware limited partnership in which New York Cellular Geographic Service Area, Inc., a subsidiary of NYNEX Mobile Communications Company,- is the General Partner, having its principal offices at 2000 Corporate Drive, Orangeburg, New York 10962 (hereinafter referred to, as Tenant). OPTION AGREEMENT WHEREAS Lessor is the owner of certain real property located at 21855 Country Road, Cutchogue, New York; and - WHEREAS Tenant desires fo obtain an option to lease a portion of said real property for the purpose of constructing, maintaining and operating a mobile communications -facility, consisting 'of* a prefabricated equipment building of approximately 312 square feet to be installed by Tenant in the premises and one free-standing monopole-antends structure approximately 100 feet in height, with a right of way for access thereto, and the installation of wires, cables and neces- sary connections between the equipment 'building and the monopole, all as substan- tially shown on Exhibits "A" and "B", attached hereto and made a part hereof. NOW, THEREFORE, in consideration of the sum of hereinafter referred to as the Option Money, paid by Tenant to Lessor upon execution of this Agreement by both parties, Lessor grants to Tenant the option to lease said property, including a right of way for access thereto, seven days a week, twenty-four hours a day, for the installation and maintenance of its facility as herein described,- for.. the term and in accordance with the Lease Agreement and its covenants and conditions set forth therein. This option may be exercised at any time on or prior to November 15, 1991. The time during which the option may be exercised may be extended by Tenant for six months through May 15, 1992, by Tenant giving Lessor written notice -of said extension not later than October 15, 1991, and the payment by Tenant to Lessor of an additional Option Money. If during the option period Lessor decides to sell the subject premises or make alterations thereto, Lessor shall immediately notify Tenant in writing so that Tenant may take steps necessary to protect Tenant's interest in the property. Any sale or altera- tion, however, shall be subject and subordinate to the terms of this Agreement. This Agreement may be sold, assigned or transferred at any time without the consent of Lessor to a partnership or corporation having a general partner or a shareholder, respectively,- which is a subsidiary or affiliate of NYNEX Mobile Communications Company. As to other parties, this Agreement may not be sold, assigned or transferred without the written consent of Lessor, such consent not to be unreasonably withheld or delayed. Should Tenant fail to exercise its option within the time herein limited, all rights and privileges granted hereunder shall be deemed completely surrendered, this option terminatedt and Lessor shall retain all Option Money, and no additional money shall be payable by either party to the other. Should Tenant exercise its option,- no part of any Option Money shall be applied toward the rent. Lessor shall grant Tenant, during the option period, free ingress and egress to the premises to conduct engineering tests and other activities of similar nature as Tenant may deem necessary, at the sole cast of Tenant. Lessor agrees to execute a Memorandum of Agreement, to be prepared by Tenant, if requested by Tenant, which Memorandum of Agreement may be recorded by r Tenant at Teaant'a expense: This Agreement and the performance hereunder shall be governed, inter- preted, construed and regulated by the laws of the State of New York. If Tenant exercises the option, notice of such exercise shall be given .4 by Tenant to Lessor in writing by certified mail, return receipt requested. Notice shall be deemed effective on the date it is posted. On the first day of the month following the giving of such notice, the following Lease Agreement shall become effective. LEASE AGREEMENT This Agreement, made between Arthur V. Sunge, having offices at 21855 Country Road, Cutchogue, New York 11935 (hereinafter referred to as Lessorand New 'York SMSA Limited .Partnership, a Delaware limited partnership in which New York Cellular Geographic Service Area, Inc., a subsidiary of NYNE% Mobile Communications Company, is the General Partner, having its principal offices at 2000 Corporate Drive, Orangeburg', New York 10962 (hereinafter referred to as Tenant). WITNESSETH• 1. Lessor hereby leases to Tenant that certain interior apace and a parcel of property located at premises designated 21855 Country Road, Cutchogue, New York, with a right of way for access thereto, seven days a week, twenty-four hours a day, all as substantially shown on Exhibits "A" and "B", attached hereto and made a part hereof. 2. This Lease Agreement shall be for an initial term of five years, beginning on the first day of the month following Tenant's giving of notice to Lessor of its exercise of the option to lease these premises (hereinafter referred ~4 . to as the Commencement Date) at an annual rental of AMMMMmdb to be paid in equal monthly installments of go= M on the first day of the month, in advance, to Lessor or to such other person, firm or place as Lessor may, from time to time, designate in writing at least thirty days in advance of any, rental payment date. While Tenant intends to make each payment due hereunder on or before its due date, in the event Tenant fails to make a payment within ten days after its due date Lessor will give Tenant written notice of such nonpayment and Tenant will immediately make such payment. No action may be maintained by Lessor against Tenant for such nonpayment unless Tenant has failed to make payment within ten days after receipt of such written notice from Lessor. 3. Tenant shall have the option to extend this lease for three addi- tional five year terms by giving the Lessor written notice of its intention to do so at least six months prior to the and of the then current lease tern. 4. The annual rental for each year of the first five year extension term shall be payable in equal monthly installments of ONE& on the first day of . each month; the annual rental for each year of the second five year extension term shall be payable in equal monthly installments ofAMMIMOM on the first day of each month; and the annual rental for each year of the third five year extension term shall b payable in equal monthly installments o on the first day of each month. 5. If at the end of the third five year extension term this Lease Agreement has not been terminated by either party by giving to the other written notice of an intention to terminate it at least six months prior to the end of 2;ii i& such term, this Lease Agreement.shall continue in force upon the same terms and ^'conditioner.4for a further term of one year and for annual terms "thereifter*until terminated by either party by giving to the other written notice of its intention to so terminate at least six months prior to the end of such term. Monthly rental for this period shall be equal to the rent paid for the last month of the third five year extension term. 6. Tenant intends to use the premises for the purpose of constructing, i maintaining and operating a mobile communications facility and uses incidental thereto, consisting of a prefabricated equipment building to be installed by Tenant in Lessor's building, and one free-standing monopole antenna structure approximately 100 feet in height, and all necessary connecting appurtenances, all as aforesaid. A security fence consisting of chain link or comparable construe- . tion may be placed on the property if deemed necessary or advisable by Tenant. Tenant may install electrical, air conditioning, sprinkler and other systems and meters as may be necessary to maintain its equipment, and all costs of services for same shall be borne by Tenant. •All.4mprovem4ftrVhall be at Tenant's expense. Tenant will maintain the property-in a reasonable condifdon. 7. Lessor acknowledges that Tenant's ability to use the premises is contingent~;;pon 'its obtaining, either before. or after the=Commencement Date of this Lease Agreement, =*e14•.of thecertificatest permiba,blicenses and othenoap- provals that may be required by any federal, state and local authorities. Lessor shall cooperate with Tenant in -its~e€forts- to ebtal&such approvals and, shall take no •attke&swhich would adversely affect the status of. the premises°with respeat to -sha:Kpropecad r .use.: thereof .hy ,$4nant. In the event that Tenant de- termines, in its sole judgment, that it will be unable to'obtain all necessary governmental approvals, or if any of such applications should be rejected or any certificate, permit,- license or approval issued to Tenant is subsequently can- celled, expires, lapses or is otherwise withdrawn or terminated by governmental - authority so that Tenant; in its exercise of reasonable judgment determines that ' it will be unable to use the premises for its intended purposes, Tenant shall haveI the right to terminate this Lease Agreement. Notice of Tenant's exercise of its right to terminate shall be given to Lessor in writing by certified mail, return receipt requested, and shall be effective upon mailing of such notice by Tenant - (the Termination Date). All rentals paid to the Termination Date shall be re- tained by Lessor, but all rentals allocable on a pro rata basis to the period subsequent to the Termination -Data shall be refunded to Tenant. Upon such termination this Lease Agreement shall become null and void and the parties shall have no further obligation, including the payment of money, to each other, except for Tenant's obligation pursuant to Paragraph 11 hereof. S. Tenant shall indemnify and hold Lessor harmless against any claim of liability or loss for personal injury or property damage resulting from or arising out of the use and occupancy of the premises by Tenant, its servants or agents, excepting, however, such claims or damages as may be due to or caused by the acts of Lessor, its employees or agents. 9. Tenant shall provide Lessor with a certificate of insurance issued by a reputable insurance company licensed to do business in the State of New York indicating comprehensive general liability insurance in the amount of $1 million for bodily injury and $1 million for property damage, and in which Lessor is named as an additional insured with respect to the leased premises. Tenant will provide Lessor with a renewal certificate when requested by Lessor. 10. Provided Tenant is not in default hereunder and shall have paid all rents and sums due and payable to Lessor by Tenant, Tenant shall have the right to terminate this Lease Agreement upon the annual anniversary of the Commencement Date of this Lease Agreement; provided that six months prior written notice is e;•. S given to Lessor. 11. Tenant, upon termination of this Lease Agreement, shall, within a reasonable period, remove its equipment building, personal property, equipment, - monopole antenna, -security fence (if any), connections and other fixtures and restore the premises to its original condition, reasonable wear and tear excepted. 12. Should Lessor, at any time during the term of this Lease Agreement, decide to sell the leased premises or make alterations thereto which may adversely affect Tenant's operation of its mobile communications facility, Lessor shall immediately notify Tenant in writing. Any sale or alteration, however, shall be subject and subordinate to the terms of this Lease Agreement and Tenant's rights hereunder, and Lessor shall do nothing which would interfere with the use of the premises by Tenant in connection with its mobile communications operations. 13. Lessor covenants that. Tenant, on paying the rent and performing the covenants, shall peaceably and quietly have, hold and enjoy the leased premises. 14. Lessor warrants and covenants that Lessor is seized of good and sufficient title and interest to. the subject premises and has full authority to enter into and execute thisLease Agreement, and that there are no liens, judg- ments or impediments of title which would adversely affect this Lease Agreement. Any breach of these warranties and covenants which preclude Tenant's use of said premises for its intended purpose shall entitle Tenant to terminate this Lease Agreement and receive back all monies paid hereunder. - 15. In the event Tenant fails to comply with any of the provisions of this Lease Agreement or to perform any of its obligations hereunder, including the payment of rent, Lessor shall give Tenant written notice of such breach or non- payment of rent, and Tenant shall have ten days after receipt of such written notice from Lessor to cure such default. No action may be maintained by Lessor against Tenant for such breach unless Tenant has failed to cure same within ten days after receipt of.such.iiritten ~Aotice. 16. This Lease Agreement contains all the agreements, promises and j understandings between- L'esact and. Tenant, and no oral agreements, promises or j understandings shall be binding upon either Lessor or Tenant in any dispute, I controversy or proceeding at.law. Any addition, variation or modification of this i Lease Agreement shall be void and ineffective unless made in a writing signed by the parties. 17. This Lease ".Agreement and the performance thereunder shall be governed, interpreted, construed and regulated by the laws of the State of New York. 18. This Lease Agreement may be sold, assigned or transferred at any time without the consent of Lessor to a partnership or corporation having a general partner or a shareholder, respectively, which is a subsidiary or affiliate of NYNER Mobile Communications Company. As to other parties, this Lease Agreement may not be sold, assigned or transferred without the written consent of Lessor, such consent not to be unreasonably withheld or delayed. 19. All notices hereunder -must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested, addressed as follows (or any other address that the party to be notified may have designated to the sender by like notice): Tenant: New York SMSA Limited Partnership 2000 Corporate Drive Orangeburg, New York 10962 Attn: Manager -.Real Estate Copy to: Joseph A. Nallock, Esq. Rallock 6 Amann 175 Fairfield Avenue, Suite 1A West Caldwell,.New Jersey 07006 Lessor: Mr. Arthur V. Junge 21855 Country Road Cutchogue, New York 11935 20. This Lease Agreement shall' inure to the benefit of and bind the heirs, personal representatives, successors and assigns of the parties hereto. 21. At Lessor's optiog,_this Lease Agreement shall be subordinated to any future mortgage -made by Lessor-which from time to time may encumber all or part of Lessor's property of, vhicb. the leased premises are a part; provided, however, every such mortgage shall"recognize the validity of this Lease Agreement in the event of a foreclosure of Lessor's interest and also Tenant's right to remain in occupancy of and have access to the 'leased premises as long as Tenant is not in default under this Lease Agreement. Tenant shall execute whatever instru- ments may reasonably he required to evidence this subordination provision. -i In the event the leased premises are presently encumbered by a mortgage, Lessor will obtain and furnish to Tenant a non-disturbance instrument for each such mortgage in recordab.le.form. 22. Lessor agrees. to execute a Memorandum of Agreement to be prepared by Tenant, if requested by Tenant, which Memorandum of Agreement may be recorded by Tenant at Tenant's expense. - IN WITNESS WHEREOF, the -partieshereto have set their hands and affixed their respective seals the day and year first above written. Witness: Lessor: Arthur V. lunge Date: (0.3 , 1991 Witness: Tenant: New York SMSA Limited Partnership By: O/tL . Noreen A. Coraq. V-.ce Prsgkdept New York CeljuU'r-4eogTapT4'c Service Areas do-: , c General Part.3¢~t• v; i• • a Date: 'i '-"'l~s~..• ' v ` r ACKNOWLEDGEMENT - STATE OF NEW.YORR _ Comm OF SS \ On t/he 3", day of i4 'nE , 1991, before me name Arthur V. Junge, to me known, who being duly OOsworn did acknowledge that he is the person named in the within document, and that be executed said document as his voluntary act and dead for the uses set forth therein. _ SUSMJ.NW N*q Mk Stab W Nes YWk No. 4896735 W11818 in SuSol: cc" b CamiY91a::6:pfm MeY 28,19y3 STATE OF NEW YORK : SS COUNTY OF ROCKLAND : On the 3r4 day of H. 1991, before me came Noreen A. Conlon, to me known, whom being duly sworn, did acknowledge that she is Vice President of New York Cellular Geographic Service Area, Inc., General Partner, described in and which executed the foregoing Instrument; that the seal of the corporation is affixed hereto; and that this document was signed and made by the corporation as its voluntary act and deed by virtue of authority from its Board of Directors. KW N _ yam;. - - "EXHIBIT A" t Monopole ti Fenced Area i 12 ' x 26' Prefab i Equipment Shelter i I, i PARKING AREA I , i i JUNGE ME-CHAN19AL CORPORATION HEADQUARTERS I D k i FRONTRARCEL , i SOUND VENUE. (EXHIBIT B) i ALP 9212 K ~p T/ T T s T . gq e¢ . 0-1 100 ft Monopole - ~II Not to Scale NYCENY1027 1 Market: Long Island Cell Site Number. NYCENY1027 Cell Site Name: CUTCHOGUE N.Y. LAND LEASE AGREEMENT THIS LEASE AGREEMENT ("Agreement"), dated as of the latter of the signature dates below ("Effective Date"), is entered into by Arthur V. Junge, an Individual, having a mailing address of 418 Moulton Hill Road, Lyman New Hampshire 03585 (hereinafter referred to as "Landlord") and Cellular Telephone Company d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, its general partner, having a mailing address of PO Box 2088, Rancho Cordova CA 95741-2088 (hereinafter referred to as "Tenant"). BACKGROUND Landlord owns or controls that certain plot, parcel or tract of land, together with all rights and privileges arising in connection therewith, located at 21855 Country Road 48, Cutchogue , in the County of Suffolk, State of New York (collectively, the "Property"). Tenant desires to use a portion of the Property in connection with its federally licensed communications business. Landlord desires to grant to Tenant the right to use a portion of the Property in accordance with this Agreement. The parties agree as follows: 1. LEASE OF PREMISES. Landlord leases to Tenant a certain portion of the Property containing approximately 310.50 square feet as described on attached Exhibit 1, together with unrestricted access for Tenant's uses from the nearest public right-of-way along the Property to the Premises as described on the attached Exhibit 1 (collectively, the "Premises"). 2. PERMITTED USE. Tenant may use the Premises for the transmission and reception of communications signals and the installation, construction, maintenance, operation, repair, replacement and upgrade of its communications fixtures and related equipment, cables, accessories and improvements, which may include a suitable support structure, associated antennas, equipment shelters or cabinets and fencing and any other items necessary to the successful and secure use of the Premises (collectively, the "Communication Facility"), as well as the right to test, survey and review title on the Property; Tenant further has the right to add, modify and/or replace equipment in order to be in compliance with any current or future federal, state or local mandated application, including, but not limited to, emergency 911 communication services, at no additional cost to Tenant or Landlord (collectively, the "Permitted Use"). Landlord and Tenant agree that any portion of the Communication Facility that may be conceptually described on Exhibit 1 will not be deemed to limit Tenant's Permitted Use. If Exhibit 1 includes drawings of the initial installation of the Communication Facility, Landlord's execution of this Agreement will signify Landlord's approval of Exhibit 1. Tenant has the right to install and operate transmission cables from the equipment shelter or cabinet to the antennas, electric lines from the main feed to the equipment shelter or cabinet and communication lines from the main entry point to the equipment shelter or cabinet, and to make Property improvements, alterations, upgrades or additions appropriate for Tenant's use ("Tenant Changes"). Tenant Changes include the right to construct a fence around the Premises and undertake any other appropriate means to secure the Premises. Tenant agrees to comply with all applicable governmental laws, rules, statutes and regulations, relating to its use of the Communication Facility on the Property. Tenant has the right to modify, supplement, replace, upgrade, expand the equipment, increase the number of antennas or relocate the Communication Facility within the Premises at any time during the term of this Agreement. Tenant will be allowed to make such alterations to the Property in order to accomplish Tenant's Changes or to insure that Tenant's Communication Facility complies with all applicable federal, state or local laws, rules or regulations.. In NYMMM7, CUrCHOGUE the event Tenant desires to modify or upgrade the Communication Facility, and Tenant requires an additional portion of the Property (the "Additional Premises') for such modification or upgrade, Landlord agrees to lease to Tenant the Additional Premises, upon the same terms and conditions set forth herein, except that the Rent shall increase, in conjunction with the lease of the Additional Premises, by a reasonable amount consistent with rental rates then charged for comparable portions of real property being in the same area. Landlord agrees to take such actions and enter into and deliver to Tenant such documents as Tenant reasonably requests in order to effect and memorialize the lease of the Additional Premises to Tenant. 3. TERM. (a) The initial lease term will be five (5) years ("Initial Term"), commencing on the Effective Date. The Initial Term will terminate on the fifth (5'q annual anniversary of the Effective Date. (b) This Agreement will automatically renew for four (4) additional five (5) year term(s) (each five (5) year term shall be defined as the "Extension Term"), upon the same terms and conditions unless the Tenant notifies the Landlord in writing of Tenant's intention not to renew this Agreement at least sixty (60) days prior to the expiration of the existing Term. (c) If Tenant remains in possession of the Premises after the termination or expiration of this Agreement then Tenant will be deemed to be occupying the Premises on a month to month basis (the "Holdover Term") subject to the terms and conditions of this Agreement. (d) The Initial Term, the Extension Term and the Holdover Term are collectively referred to as the Term ("Term"). 4. RENT. (a) Commencing on the first day of the month following the date that Tenant commences construction (the "Rent Commencement Date"), Tenant will pay the Landlord a monthly rental payment o ("Rent"), at the address set forth above on or before the fifth (5 day of each calendar month in advance. In partial months occurring after the Rent Commencement Date, Rent will be prorated. The initial Rent payment will be forwarded by Tenant to Landlord within thirty (30) days after the Rent Commencement Date. (b) In year two (2) of the original term, and each year thereafter, monthly Rent will increase bAUft *anew over the Rent paid during the previous Term. 5. APPROVALS. (a) Landlord agrees that Tenant's ability to use the Premises is contingent upon the suitability of the Premises for Tenant's Permitted Use and Tenant's ability to obtain and maintain all governmental licenses, permits, approvals or other relief required of or deemed necessary or appropriate by Tenant for its use of the Premises, including without limitation applications for zoning variances, zoning ordinances, amendments, special use permits, and construction permits (collectively, the "Government Approvals"). Landlord authorizes Tenant to prepare, execute and file all required applications to obtain Governmental Approvals for Tenant's Permitted Use under this Agreement and agrees to reasonably assist Tenant with such applications and with obtaining and maintaining the Goverment Approvals. In addition, Tenant shall have the right to initiate the ordering and/or scheduling of necessary utilities. (b) Tenant has the right to obtain a title report or commitment for a leasehold title policy from a title insurance company of its choice and to have the Property surveyed by a surveyor of Tenant's choice. In the event Tenant determines, in its sole discretion, due to the title report results or survey results, that the condition of the Premises is unsatisfactory, Tenant will have the right to terminate this Agreement upon notice to Landlord. (c) Tenant may also perform and obtain, at Tenant's sole cost and expense, soil borings, percolation tests, engineering procedures, environmental investigation or other tests or reports on, over, and under the Property, necessary to determine if the Tenant's use of the Premises will be compatible with Tenant's engineering specifications, system, design, operations or Governmental Approvals. Wr ~ 2 ma 6. TERMINATION. This Agreement may be terminated, without penalty or further liability, as follows: (a) by either party on thirty (30) days prior written notice, if the other party remains in default under Paragraph 15 Default and Right to Cure of this Agreement after the applicable cure periods; (b) by Tenant upon written notice to Landlord, if Tenant is unable to obtain, or maintain, any required approval(s) or the issuance of a license or permit by any agency, board, court or other governmental authority necessary for the construction or operation of the Communication Facility as now or hereafter intended by Tenant; or if Tenant determines in its sole discretion that the cost of obtaining or retaining the same is commercially unreasonable; or (c) by Tenant upon written notice to landlord for any reason, at any time prior to commencement of construction by Tenant; or (d) by Tenant on sixty (60) days prior written notice to Landlord for any reason, so long as Tenant pays Landlord a termination fee equal to three (3) months Rent, at the then current rate, provided, however, that no such termination fee will be payable on account of the termination of this Agreement by Tenant under any one or more of Paragraphs 5(b) Approvals, 6(a) Termination, 6(b) Termination, 6(c) Termination, 8 Interference, 11(d) Environmental, 18 Severability, 19 Condemnation or 20 Casualty of this Agreement. 7. INSURANCE. Tenant will carry during the Term, at its own cost and expense, the following insurance: (i) "All Risk" property insurance for its property's replacement cost; (ii) commercial general liability insurance with a minimum limit of liability of $2,500,000 combined single limit for bodily injury or death/property damage arising out of any one occurrence; and (iii) Workers' Compensation Insurance as required by law. The coverage afforded by Tenant's commercial general liability insurance also shall apply to Landlord as an additional insured, but only with respect to Landlord's liability arising out of its interest in the Property. 8. INTERFERENCE. (a) Where there are existing radio frequency user(s) on the Property, the Landlord will provide Tenant with a list of all existing radio frequency user(s) on the Property to allow Tenant to evaluate the potential for interference. Tenant warrants that its use of the Premises will not interfere with existing radio frequency user(s) on the Property so disclosed by Landlord, as long as the existing radio frequency user(s) operate and continue to operate within their respective frequencies and in accordance with all applicable laws and regulations. (b) Landlord will not grant, after the date of this Agreement, a lease, license or any other right to any third party for the use of the Property, if such use may in any way adversely affect or interfere with the Communication Facility, the Communication Facility, the operations of Tenant or the rights of Tenant under this Agreement. Landlord will notify Tenant in writing prior to granting any third party the right to install and operate communications equipment on the Property. Nothing contained herein will restrict Tenant nor its successors and assigns from installing and modifying its communications equipment. (c) Landlord will not use, nor will Landlord permit its employees, tenants, licensees, invitees or agents to use, any portion of the Property in any way which interferes with the operations of Tenant or the rights of Tenant under this Agreement. Landlord will cause such interference to cease within twenty-four (24) hours after receipt of notice of interference from Tenant. In the event any such interference does not cease within the aforementioned cure period then the parties acknowledge that Tenant will suffer irreparable injury, and therefore, Tenant will have the right, in addition to any other rights that it may have at law or in equity, for Landlord's breach of this Agreement, to elect to enjoin such interference or to terminate this Agreement upon notice to Landlord. 9. INDEMNIFICATION. (a) Tenant agrees to indemnify, defend and hold Landlord harmless from and against any and all injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable attorneys' fees and court costs) arising directly from the installation, use, maintenance, repair or removal of the Communication Facility or Tenant's breach of any provision of this Agreement, except to the extent attributable to the negligent or intentional act or omission of Landlord, its employees, agents or independent contractors. (b) Landlord agrees to indemnify, defend and hold Tenant harmless from and against any and all injury, loss, damage or liability (or any claims in respect of the foregoing), costs or expenses (including reasonable 3 2004 attorneys' fees and court costs) arising directly from the actions or failure to act of Landlord or its employees or agents, or Landlord's breach of any provision of this Agreement, except to the extent attributable to the negligent or intentional act or omission of Tenant, its employees, agents or independent contractors. (c) Notwithstanding anything to the contrary in this Agreement, Tenant and Landlord each waives any claims that each may have against the other with respect to consequential, incidental or special damages. 10. WARRANTIES. (a) Tenant and Landlord each acknowledge and represent that it is duly organized, validly existing and in good standing and has the right, power and authority to enter into this Agreement and bind itself hereto through the party set forth as signatory for the party below. (b) Landlord represents and warrants that: (i) Landlord solely owns the Property as a legal lot in fee simple, or controls the Property by lease or license; (ii) the Property is not encumbered by any liens, restrictions, mortgages, covenants, conditions, easements, leases, or any other agreements of record or not of record, which would adversely affect Tenant's Permitted Use and enjoyment of the Premises under this Agreement; (iii) as long as Tenant is not in default then Landlord grants to Tenant sole, actual, quiet and peaceful use, enjoyment and possession of the Premises; (iv) Landlord's execution and performance of this Agreement will not violate any laws, ordinances, covenants or the provisions of any mortgage, lease or other agreement binding on the Landlord; and (v) if the Property is or becomes encumbered by a deed to secure a debt, mortgage or other security interest, Landlord will use best efforts to provide promptly to Tenant a mutually agreeable Subordination, Non-Disturbance and Attomment Agreement. 11. ENVIRONMENTAL. (a) Landlord represents and warrants that the Property is free of hazardous substances as of the date of this Agreement, and, to the best of Landlord's knowledge, the Property has never been subject to any contamination or hazardous conditions resulting in any environmental investigation, inquiry or remediation. Landlord and Tenant agree that each will be responsible for compliance with any and all environmental and industrial hygiene laws, including any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene condition or other matters as may now or at any time hereafter be in effect, that are now or were related to that party's activity conducted in or on the Property. (b) Landlord and Tenant agree to hold harmless and indemnify the other from, and to assume all duties, responsibilities and liabilities at the sole cost and expense of the indemnifying party for, payment of penalties, sanctions, forfeitures, losses, costs or damages, and for responding to any action, notice, claim, order, summons, citation, directive, litigation, investigation or proceeding which is related to (i) the indemnifying party's failure to comply with any environmental or industrial hygiene law, including without limitation any regulations, guidelines, standards or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene conditions or matters as may now or hereafter be in effect, or (ii) any environmental or industrial hygiene conditions that arise out of or are in any way related to the condition of the Property and activities conducted by the party thereon, unless the environmental conditions are caused by the other party. (c) The indemnifications of this Paragraph 11 Environmental specifically include reasonable costs, expenses and fees incurred in connection with any investigation of Property conditions or any clean-up, remediation, removal or restoration work required by any governmental authority. The provisions of this Paragraph 1 I Environmental will survive the expiration or termination of this Agreement. (d) In the event Tenant becomes aware of any hazardous materials on the Property, or any environmental or industrial hygiene condition or matter relating to the Property that, in Tenant's sole determination, renders the condition of the Premises or Property unsuitable for Tenant's use, or if Tenant believes that the leasing or continued leasing of the Premises would expose Tenant to undue risks of government action, intervention or third-party liability, Tenant will have the right, in addition to any other rights it may have at law or in equity, to terminate the Agreement upon notice to Landlord. 4 row 12. ACCESS. At all times throughout the Term of this Agreement, and at no additional charge to Tenant, Tenant and its employees, agents, and subcontractors, will have twenty-four (24) hour per day, seven (7) day per week pedestrian and vehicular access to and over the Property, from an open and improved public road to the Premises, for the installation, maintenance and operation of the Communication Facility and any utilities serving the Premises and Landlord grants to Tenant an easement for such access and Landlord agrees to provide to Tenant such codes, keys and other instruments necessary for such access at no additional cost to Tenant. Upon Tenant's request, Landlord will execute a separate recordable easement evidencing this right. In the event any public utility is unable to use the access or easement provided to Tenant then the Landlord agrees to grant additional access or an easement either to Tenant or to the public utility, for the benefit of Tenant, at no cost to Tenant. 13. REMOVAURESTORATION. All portions of the Communication Facility brought onto the Property by Tenant will be and remain Tenant's personal property and, at Tenant's option, may be removed by Tenant at any time during the Term. Landlord covenants and agrees that no part of the Communication Facility constructed, erected or placed on the Premises by Tenant will become, or be considered as being affixed to or a part of, the Property, it being the specific intention of the Landlord that all improvements of every kind and nature constructed, erected or placed by Tenant on the Premises will be and remain the property of the Tenant and may be removed by Tenant at any time during the Term. Notwithstanding the foregoing, at the earlier of the expiration or termination of this Agreement, Tenant will not be responsible for the replacement of any trees, shrubs, or other vegetation, nor will Tenant be required to remove from the Premises or the Property any foundations, underground utilities, or any part of the Communication Facility. 14. MAINTENANCUUTILFPIES. (a) Tenant will keep and maintain the Premises in good condition, reasonable wear and tear and damage from the elements excepted. Landlord will maintain and repair the Property and access thereto, in good and tenantable condition, subject to reasonable wear and tear and damage from the elements. (b) Tenant will be responsible for paying on a monthly or quarterly basis all utilities charges for electricity, telephone service or any other utility used or consumed by Tenant on the Premises. In the event Tenant cannot secure its own metered electrical supply, Tenant will have the right, at its own cost and expense, to submeter from the Landlord. When submetering is necessary and available, Landlord will read the meter on a monthly or quarterly basis and provide Tenant with the necessary usage data in a timely manner to enable Tenant to compute such utility charges. Failure by Landlord to perform this function will limit utility fee recovery by Landlord to a 12-month period. Landlord will fully cooperate with any utility company requesting an easement over, under and across the Property in order for the utility company to provide service to the Tenant. Landlord will not be responsible for interference with, interruption of or failure, beyond the reasonable control of Landlord, of such services to be furnished or supplied by Landlord. 15. DEFAULT AND RIGHT TO CURE. (a) The following will be deemed a default by Tenant and a breach of this Agreement: (i) non- payment of Rent if such Rent remains unpaid for more than thirty (30) days after receipt of written notice from Landlord of such failure to pay; or (ii) Tenant's failure to perform any other term or condition under this Agreement within forty-five (45) days after receipt of written notice from Landlord specifying the failure. No such failure, however, will be deemed to exist if Tenant has commenced to cure such default within such period and provided that such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes beyond the reasonable control of Tenant. If Tenant remains in default beyond any applicable cure period, Landlord will have the right to exercise any and all rights and remedies available to it under law and equity. (b) The following will be deemed a default by Landlord and a breach of this Agreement. Landlord's failure to perform any term, condition or breach of any warranty or covenant under this Agreement within forty- five (45) days after receipt of written notice from Tenant specifying the failure. No such failure, however, will be deemed to exist if Landlord has commenced to cure the default within such period and provided such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes W ~ 5 304 beyond the reasonable control of Landlord. If Landlord remains in default beyond any applicable cure period, Tenant will have the right to exercise any and all rights available to it under law and equity, including the right to cure Landlord's default and to deduct the costs of such cure from any monies due to Landlord from Tenant. 16. ASSIGNMENT/SUBLEASE. Tenant will have the right to assign this Agreement or sublease the Premises and its rights herein, in whole or in part, without the Landlord's consent. Upon notification to Landlord of such assignment, Tenant will be relieved of all future performance, liabilities and obligations under this Agreement. 17. NOTICES. All notices, requests, demands and communications hereunder will be given by first class certified or registered mail, return receipt requested, or by a nationally recognized overnight courier, postage prepaid, to be effective when properly sent and received, refused or returned undelivered. Notices will be addressed to the parties as follows: If to Tenant: AT&T Wireless Lease Administration c/o Wireless Asset Management Re: AWS Cell Site # NYCENY1027; Cell Site Name: cuTCaoGUE PO Box 2088 Rancho Cordova, CA 95741-2088 With a copy to: AT&T Wireless Attn: Legal Department Re: AWS Cell Site # NYCSNYto27; Cell Site Name: CuTCxoGUE 150 Mt. Airy Road Basking Ridge, NJ 07920 If to Landlord: Arthur V. Junge 418 Moulton Hill Road Lyman New Hampshire 03585 Either party hereto may change the place for the giving of notice to it by thirty (30) days prior written notice to the other as provided herein. 18. SEVERABILITY. If any term or condition of this Agreement is found unenforceable, the remaining terms and conditions will remain binding upon the parties as though said unenforceable provision were not contained herein. However, if the invalid, illegal or unenforceable provision materially affects this Agreement then the Agreement may be terminated by either party on ten (10) business days prior written notice to the other party hereto. 19. CONDEMNATION. In the event Landlord receives notification of any condemnation proceedings affecting the Property, Landlord will provide notice of the proceeding to Tenant within forty-eight (48) hours. If a condemning authority takes all of the Property, or a portion sufficient, in Tenant's sole determination, to render the Premises unsuitable for Tenant, this Agreement will terminate as of the date the title vests in the condemning authority. The parties will each be entitled to pursue their own separate awards in the condemnation proceeds, which for Tenant will include, where applicable, the value of its Communication Facility, moving expenses, prepaid Rent, and business dislocation expenses, provided that any award to Tenant will not diminish Landlord's recovery. Tenant will be entitled to reimbursement for any prepaid Rent on a prorata basis. 20. CASUALTY. Landlord will provide notice to Tenant of any casualty affecting the Property within forty- eight (48) hours of the casualty. If any part of the Communication Facility or Property is damaged by fire or other casualty so as to render the Premises unsuitable, in Tenant's sole determination, then Tenant may terminate this Agreement by providing written notice to the Landlord, which termination will be effective as of the date of such m mac 6 zooa damage or destruction. Upon such termination, Tenant will be entitled to collect all insurance proceeds payable to Tenant on account thereof and to be reimbursed for any prepaid Rent on a prorata basis. 21. WAIVER OF LANDLORD'S LIENS. Landlord waives any and all lien rights it may have, statutory or otherwise, concerning the Communication Facility or any portion thereof. The Communication Facility shall be deemed personal property for purposes of this Agreement, regardless of whether any portion is deemed real or personal property under applicable law, and Landlord consents to Tenant's right to remove all or any portion of the Communication Facility from time to time in Tenant's sole discretion and without Landlord's consent. 22. MISCELLANEOUS. (a) Amendment/Waiver. This Agreement cannot be amended, modified or revised unless done in writing and signed by an authorized agent of the Landlord and an authorized agent of the Tenant. No provision may be waived except in a writing signed by both parties. (b) Memorandum/Short Form Lease. Either party will, at any time upon fifteen (15) business days prior written notice from the other, execute, acknowledge and deliver to the other a recordable Memorandum or Short Form of Lease. Either party may record this Memorandum or Short Form of Lease at any time, in its absolute discretion. (c) Bind and Benefit. The terms and conditions contained in this Agreement will run with the Property and bind and inure to the benefit of the parties, their respective heirs, executors, administrators, successors and assigns. (d) Entire Agreement. This Agreement and the exhibits attached hereto, all being a part hereof, constitute the entire agreement of the parties hereto and will supersede all prior offers, negotiations and agreements with respect to the subject matter of this Agreement. (e) Governing Law. This Agreement will be governed by the laws of the state in which the Premises are located, without regard to conflicts of law. (f) Interpretation. Unless otherwise specified, the following rules of construction and interpretation apply: (i) captions are for convenience and reference only and in no way define or limit the construction of the terms and conditions hereof, (ii) use of the term "including" will be interpreted to mean "including but not limited to"; (iii) whenever a party's consent is required under this Agreement, except as otherwise stated in the Agreement or as same may be duplicative, such consent will not be unreasonably withheld, conditioned or delayed; (iv) exhibits are an integral part of the Agreement and are incorporated by reference into this Agreement; (v) use of the terms "termination" or "expiration" are interchangeable; and (vi) reference to a default will take into consideration any applicable notice, grace and cure periods. (g) Estoppel. Either party will, at any time upon twenty (20) business days prior written notice from the other, execute, acknowledge and deliver to the other a statement in writing (i) certifying that this Agreement is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying this Agreement, as so modified, is in full force and effect) and the date to which the Rent and other charges are paid in advance, if any, and (ii) acknowledging that there are not, to such party's knowledge, any uncured defaults on the part of the other party hereunder, or specifying such defaults if any are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises. The requested party's failure to deliver such a statement within such time will be conclusively relied upon by the requesting party that (i) this Agreement is in full force and effect, without modification except as may be properly represented by the requesting party, (ii) there are no uncured defaults in either party's performance, and (iii) no more than one month's Rent has been paid in advance. (h) No Electronic Signature/No Option. The submission of this Agreement to any party for examination or consideration does not constitute an offer, reservation of or option for the Premises based on the terms set forth herein. This Agreement will become effective as a binding Agreement only upon the handwritten legal execution, acknowledgment and delivery hereof by Landlord and Tenant. [SIGNATURES APPEAR ON THE NEXT PAGE] m um~ 7 2" r IN WITNESS WHEREOF, the parties have caused this Agreement to be effective as of the last date written below. WITNESSES: "LANDLORD" Arthur V. Junge, an Indiviudal. Print Name: pp By: ~L l! Print Name: Print Name: Lf-k&A Its: Owner Date: /v~Qa "TENANT" Cellular Telephone Company, d/b/a AT&T Wireless, Print Name: a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, its general partner By: Print Name: 4i r i -S to ct m r n, Print Name: S try Its: :Pri Date: i.Csc, i i enl ~/~pnC R Z-4S F'G/c(0 ants [ACKNOWLEDGMENTS APPEAR ON THE NEXT PAGE] m ~e 8 zooa TENANT ACKNOWLEDGMENT STATE OF /r*v ~lrr3z- e°.f ) ss: COUNTY OF' Ja'" 1 On the _ day of /y", h5ear°=-'before me, the undersigned, a notary public in and for said state, personally appear uv' , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s) or the person upon behalf of which the individual(s) acted, executed the instrument. LIS Not ublic: My 'ssion Expires: JANETTE ELISE WALBv LANDLORD ACKNOWLEDGMENT NOTARY PUBLIC OF NEW JERSE \ FAY COMMISSION E.XPIPaFEB 29,2909 STATE OF Mel t0 K ~C ) 11` j ss: COUNTY OF On the X_ day of C -7. in the yearZODI before me, the undersigned, a notary public in and for said state, personally appeared Arthur V. Junge, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), d that by his/her/their signature(s) on the instrument, the individual(s) or the person upon behalf of which the • dividual(s) acted, executed the instrument. C ~ ~j 0Atiu-> Notary Public eQaa)J My Commission Expires: 10 -1 S -t7S rw" uNYlt1E&I1611 IIOTM PUBIMATE OF NEWMOIiIf N0.01NE8028878 QUALIFIED IN SUFFOLK COUNTY -,,cam MY COMMISSION EXPIRES OCTOBER 15, 20Y' m ~a 9 2004 EXMBIT i DESCRIPTION OF PREMISES Page _ of _ to the Agreement dated 11q) l 0 C1"'a 2004, by and between Arthur V. Junge, an Individual, as Landlord, and Cellular Telephone Company, d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, its general partner, as Tenant. The Premises are described and/or depicted as follows: `pb Holes: 1. This Exhibit may be replaced by a land survey and/or construction drawings of the Premises once received by Tenam. 2. Any setback of the Premises from the property's boundaries shall be the distance required by the applicable governmental authorities. 3. Width of seem mad shall be the width required by the applicable governmental authorities, including police and fire departments. 4. The type, number and mounting positions and locations of antennas and transmission lines are illustrative only. Actual types, numbers and mounting positions may vary from what is shown above. WY~ 2004 EXISTING CSC CAEKNEF ,BB 15% 1 N2314"00 - / - - X~ 1 - I 1 1 EXISTING 120' I PROPOSED I3.5kdJ' O MONOPOLE 1 APPROXIMATE AT&T UnL1IY I AT&T LE4SE AREA I CONOUn ROUTE------- 1 1 N `I{\14Y, 1 oz ~ lu rl I I~ 11 i EXISTING I PARKING MEA 1 1 EXISTING MULTI- METER FRAME ="11 APPROXIMATE LOCATION OF u~ I EX6nNG PROPERTY UNE (TYP.) ~ I Im I I EXISTING BURRING EXISTING TRANSFORMER I 1 1 I CJ(/~~~L~~ 1 I ' 'LAY 1 169 17~ - ---SS255Y30'N COUNTY ROAD 4B CNIED NORTH OVERALL SITE PLAN GRAPHIC SCALE 50' 0 50' APPROXIMATE SCALE: 1" = 50'-0" OWNER 8LnN5: MAT. ATM I14NUL5: OAT. PAGE 1 OF 3 PROPERTY INFORMATION: .PRNOEn~ LEASE EXHIBIT ==o-410.1 AT&T n f i n i g y ,N1-1N-0D-01 e n g I n e e r I n g cd DAM SITE I.D. LI-1027 ONINO JURWcnm BIG MNETP w SITE AooE QDRess: OF SOURW AT&T WIRELESS SERVICES "m"°(~""0Q"' 15 EAST MIDLAND AVENUE w f-1:0T~p=720j 21855 COUNTRY ROAD PARAMUS, NJ 07652 130-0]8 CUTCHOGUE, NY 11935 EXISTING CSC CABINET x z x x z x x x x--~ ' x EXISTING 120' MONOPOLE OUSTING EQUIPMENT AND CONCRETE PAD 1.. t; x x PROP05ED iJ5'#J' Aar LEASE ARPA 10.0' AF CABLE BRIDGE EXISTING SHELTER x 7 I', PROPOSED ('PS II n° ANTENN4 rn 7: EXISTING x :F SHELTER PROPOSED EENCF x x X x~ EXISTING GENERATOR PROPOSED GATE EXISTING GATE EOCAWN OF AW MAP" ON 10'-0 xl8'-6x8' DEEP LiJ%MT PAD EXISTING FENCE CAUM NORM SITE LAYOUT GRAPHIC SCALE 10, 0 10, APPROXIMATE SCALE: 1" = 10'-0" OWNER "'°ws DAre AT&T INITIALS: DATE. PAGE 2 OF 3 PROPERTY INFORMATION: APPROX. SCAEE PROPERY TAX IO/: AT&T i n f i n I g A LEASE EXHIBIT PLAN IODD-'01' 01-00-m°'t e n g I n e e r i n g s/z,~0s SITE I.D. LI-1027 MAN ZONING OF SMITHO10 AT&T WIRELESS SERVICES w SITE ADDRESS: OFF" 15 EAST MIDLAND AVENUE rAK k Oro) e~o-rw 21855 COUNTRY ROAD PARAMUS. NJ 07652 150-036 CUTCHOGUE, NY 11935 -EXISTING ANTENNAS O ±120' AGL STAND-OFF T-ARM ry w/ANMNM MOUNTING PIPE (et Town MFR) EXISTING MONOPOLE -EXISTING ANTENNAS PROPOSED. AT&T ANIENAMS O ±105' AGL ACLWN n9 AND 9~~ ~W) 1.00 ~~J~ gtAM -EXISTING ANTENNAS p11 2?O ,H O ±95 AGL VPROPOSED AMT AN/DVNAS ANTENNA FRAME PLAN VIEW (4 ANMOMIS PER SE770R) xm ro xvE EXISIING 120' MONOPOLE g~ y Q Q O ANW W PROPOSED WS PROPOSED ME "y ICE BAOCE (EXISTING i BROGE PROPOSED EDUIPIIENf EXISTING CHNNLINX FENCE EXISTING s+am+ PROPOSED FEACF~ EAST MONOPOLE ELEVATION NOT TO SCALE OWNER INIRALS: DATE AT&T INTIVLS: OATS PAGE 3 OF 3 PROPERTY INFORMATION: . APPROX. SCALE vsr Tot AT&T i n f i n i g a NOIFD LEASE EXHIBIT PLAN e n g I n e e r I n g DATE SITE I.D. LI-1027 9/21/04 OMNG A SDICTION: no IANIIEINI tIAY TON OF SOUDIGID WXaIa4 a wms SITE ADDRESS: AT&T WIRELESS SERVICES °F. k a~o-lww 21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE F. k 50o-Tw PARAMUSUS, N NJ 07652 1so-03Gae CUTCHOGUE, NY 11935 New Cingular Wireless PCS, LLC (AT&T) i RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 t. Y January 22, 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 OF RF 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 ...............................................................................................................................15 10. FOR FURTHER INFORMATION 16 11. REFERENCES ................................................................................................................................16 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 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935. 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: NYCENY1027 Number of simultaneously operating channels GSM850: 4-4-4 GSM1900: 4-4-4 UNITS 1900: 2-2-2 UMTS850: 2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM Kathrein 80010121 UMTS Andrew DBXNH-8585A-A2M for LTE Power per channel (Watts ERP) GSM850: 316 Watts GSM1900: 600 Watts UMTS850: 316 Watts UMTS1900: 600 Watts LTE700: 524 Watts To of Antennas feet AGL 7Y Antenna Aperture Length 4.25 Feet B- Other carriers included in the study: T-Mobile, Sprim/Nextel, Verizon and MetroPCS 3 New Cingular Wireless PCS, LLC (AT&T) RAD. CENTER OF METROPCS ANTENNAS 111'-6' t A.C.L. TOP OF TOWER A 108'-6' t A.G.L. RAD CENTER OF VERI20N ANTENNAS 100'-0' ! A.C.L. RAD. CENTER OF T-MOBIIE ANTENNAS A 90'-0" 3 A.G.L. TAD. CENTER OF NEXTEL ANTENNAS A lj-U 80-0 3 A.G.L PROPOSED RAYCAP DC6 DOME ON NEW PIPE MAST ON T-MM TOP OF AT&T ANTENNAS (TYP. ALL SECTORS) A (SEE DETAIL 1102/AD5) FOR 72-0 f A.G.L. MOUNTVNG (SEE DETAIL 1116/AD5) INSTALL (2) PROPOSED RRH'S ON T-ARM (IMP. ALL THREE SECTORS) EXISTING (1) AT&T ANTENNA TO REMAIN (SEE DETAIL 1/A04) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&3/A03) SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&4/AD3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH PAUL J FORD STRUCTURAL MODIFICATION REPORT EXISTING GPS UNIT TO REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 PROPOSED CPS UNIT !PROPOSED 1/2' COAX GABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/AOB) EXISTING AT&T ICE BRIDGE EXISTING VERIZON EXISTING EQUIPMENT CABINETS EQUIPMENT SHELTER EXISTING CWYNUNK FENC EXI FE NCE STING CHXNLINK I TOP OF GRADE 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(B) PowerDensity = )c * R2 (mw/cm1) 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 /ch*N*10' PowerDensity = 2 * 7r * R * h * / (.nw/cm:) Eq. 2-Near-field Where Pilch = Input power to antenna terminals in watts/ch, R = distance to center of emission, h = aperture height in meters, cr = 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. Z Pursuant to its authority under federal law, the FCC has established rules to regulate the safety of emissions from these facilities. I RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (f[ W), a millionth of a watt, per square centimeter (cm' 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 1.34% of the public/uncontrolled MPE limit. This is approximately 80 feet from the antenna facility. Uncontrolled MPE Result 10000 100% of Controlled Limit 100% of Uncontrolled MPE -5 % of Uncontrolled MPE 1000 -Predicted Power Dens My 100 W o_ v 1° m 0 Y 0 1 U Uwe C 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 Density (MM 9 100 Occupational General Public 5.0 4 , • F , F , F FF 0.2 ~-------f 14 I I I I I I 1 0.3 1.34 3.0 30 300 1,500 100,000 Frequency (MHz) 7 8. Exhibit A - individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 z 'FO 10 c N p~ 1 0 a J 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 10000 AT&T GSM PCS band 1000 100 z N 10 C N Q~ 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft New Cingular Wireless PCS, LLC (AT&T) 10000 AT&T UMTS Cellular band 1000 100 z c 10 a~ 1 0 (L 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground , ft 10000 AT&T UMTS PCS band 1000 100 10 in c a~ pD 3 1 0 n 0.1 0.01 A -.4 U.... 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 9 New Cingular Wireless PCS, LLC (AT&T) 10000 AT&T LTE 700Mhz band 1000 100 s 10 N 1 0 a 0.1 --AL~ 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft Nexte[ESMR band 10000 1000 N 100 E U x 10 1 d g~ 3 0.1 O 0-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ Eft above ground, ft 10 New Cingular Wireless PCS, LLC (AT&T) Sprint PCS band 10000 1000 100 U 10 c 1 4) 0~ 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ Eft above ground, ft T-Mobile PCS band 10000 - 1000 100 N I_ U 3 10 a 1 N 0 0.1 0 0 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 100 N E 10 N 1 C AM 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 100 N E U 3 10 N 1 C N 0 0.1 O CL 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 N 100 E U 3 10 x a 1 m 0 0.1 0 0-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ Eft above ground, ft Verizon PCS band 10000 1000 N 100 E U 33 10 x 1 c Q 0.1 0 0- 0.01 0.001 0.1 Horizontal Distance from Antenna @1nti$ above loooo ground, ft 13 New Cingular Wireless PCS, LLC (AT&T) Metro PCS band 10000 1000 E 100 U 10 N A IA. c 1 N NOWNWOONNOMP woo RM 3 0.1 O V, IV V a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ Eft above ground level 14 New Cingular Wireless PCS, LLC (AT&T) 9. Attachments ATTACHMENT A. - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limas for Occupaitionsl/Controlled Exposure Frequency Electric Field Magnetic Field Pourer Density Averaging Time Range Strength (E) Strength (H) (S) IEI', IHI' or S (MHz) (V/m) (Alm) (mW/cm2) (minutes) 03.3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (900/f2)* 6 30.300 61.4 0.163 1.0 6 300-1500 f/300 6 1500.100,000 5 6 (B) Umits for General Population/uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) IEI2, IHI'or S (MHz) (Wm) (A/m) (mW/cm2) (minutes) 0.3.1.34 614 1.63 (100)* 30 1.34.30 824/1' 2.19/f (1801R)* 30 30.300 27.5 0.073 0.2 30 300.1500 f/1500 30 1500.100,000 1.0 30 f s 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 oavpationaVoontrolled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General population/uwmtro/fed exposures apply in stuations 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. 15 New Cingular Wireless PCS, LLC (AT&T) ATTACHMENT B INFORMATION 1 The signs must be posted in a visible area at each entrance to the site and at localized areas. sue;- . 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 Rulemakine, 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. 16 New Cingular Wireless PCS, LLC (AT&T) floo, RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 1. January 22, 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 OF RE 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 ...............................................................................................................................15 10. FOR FURTHER INFORMATION 16 11. REFERENCES ................................................................................................................................16 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 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935. 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: NYCENY1027 Number of simultaneously operating channels GSM850: 4-4-4 GSM1900: 4-4-4 UNITS 1900: 2-2-2 UMTS850: 2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM Kathrein 80010121 UMTS Andrew DBXNH-8585A-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 To of Antennas feet AGL 72' Antenna A erture Length 4.25 Feet B- Other carriers included in the study: T-Mobile, Sprint/Nextel, Verizon and MetroPCS 3 New Cingular Wireless PCS, LLC (AT&T) WAD. CENTER OF METROPCS ANTENNAS 111'-6' t A.G.L. TOP OF TOWER A 108•-6' i A.G.L. RAD CENTER OF VERIZON ANTENNA A 100-0 t A.G.L. RAD. CENTER OF T-MOBILE ANTENNAS A -46-0 3 A.G.L. RAD. CENTER OF NEXTEL ANTENNAS 80'-0" t A.G.L. PROPOSED RAYCAP DC6 DOME ON NEW PIPE MAST ON T-ARM TOP OF AT&T ANTENNAS (TYP. ALL SECTORS) (SEE DETAIL 1102/AO5) FOR 72 -0 3 A.G.L. V MOUNTING (SEE 1X:TAL 1116/A05) INSTALL (2) PROPOSED RRN'S ON T-ARM (TYP. ALL THREE SECTORS) EXISTING (1) AT&T ANTENNA TO REMAIN (SEE DETAIL 1/AO4) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&3/AO3) SWAP (1) AT&T AHIENNA FOR PROPOSED EXISTING MONOPOLE AT&T ANTENNA (M. ALL THREE SECTORS) (SEE DETAIL 2&4/AO3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH PAUL J FORD STRUCTURAL MODIFICATION REPORT EXISTING CPS UNIT TO REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 PROPOSED GPS UNIT & PROPOSED 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE OCTAL 1121A/A08) EXISTING AT&T ICE BRIDGE EXISTING VERIZON EXISTING EQUIPMENT CABINETS EQUIPMENT SHELTER EXISTING CHAINUNK F'ENC EXISTNG CHNNLINK FENCE TOP OF GRADE 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(B) PowerDensiry = * R2 (mw/cmZ) 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 lch*N*10' PowerDensity = 2 * * R * h * a / 360 (mw/cmZ) Eq. 2-Near-field 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. Z Pursuant to its authority under federal law, the FCC has established rules to regulate the safety of emissions from these facilities. I RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (p W), a millionth of a watt, per square centimeter (cmZ 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 1.34% of the public/uncontrolled MPE limit. This is approximately 80 feet from the antenna facility. Uncontrolled MPE Result 10000 ~a 100% of Cordrolled LknN 100% of UncoMroNed MPE -5 % of UncordroNed MPE 1000 Predlded Power DensNy 100 W a 10 0 Y c 1 U C 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 Density N wk" 100 Occupefawl General Public 44 4 5.0 4 R 0.2 -----1 14- 1 I 1 I 1 I i 0.3 1.34 3.0 30 300 1,500 100,000 Frequency (MHz) 7 8. Exhibit A - individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 z N 10 c N 0 S 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 10000 AT&T GSM PCS band 1000 100 w 10 c d D 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft New Cingular Wireless PCS, LLC (AT&T) 10000 AT&T UMTS Cellular band 1000 100 10 N S 1 0 IL 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground , ft 10000 AT&T UMTS PCS band 1000 100 N 10 N 0 1 0 0 0.1 Aft Jo\ 0.01 Ao - Vt.., 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 9 New Cingular Wireless PCS, LLC (AMT) 10000 AT&T LTE 70OMhz band 1000 100 10 a~ 0 5 1 0 n 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 1000 N 100 E U X 10 m 1 C N 0 0.1 O d 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ Eft above ground, ft 10 New Cingular Wireless PCS, LLC (AT&T) Sprint PCS band 10000 1000 100 U 1 10 c 1 N 0 p~ 3 0.1 O o_ 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ Eft above ground, ft T-Mobile PCS band 10000 1000 100 N E U 3 10 1 Z 1 C N gD 3 0.1 0 a 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 100 N E 10 Z 1 C V 0.1 1 if 0_ 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna c@ 6ft above ground, ft Verizon 700 band 10000 - 1000 100 N E _U 10 a 1 c m 0.1 0 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ Eft above ground level 12 New Cingular Wireless PCS, LLC (AT&T) Verizon Cellular band 10000 1000 N 100 C U 10 x 'N 1 m 0 0.1 0 0-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 H 100 E U 10 C N 0.1 O a 0.01 0.001 0.1 Horizontal Distance from Antenna @ OIL above 10000 ground, ft 13 New Cingular Wireless PCS, LLC (AT&T) Metro PCS band 10000 1000 E 100 U 3 1 10 Z c a) 1 0.1, WOOOON 0 n 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ Eft above ground level 14 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) IEIZ, IHI' or S (MHz) (v/m) (Alm) (mW/an2) (minutes) 03.3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.89/f (90002)* 6 30.300 61.4 0.163 1.0 6 300.1500 f/300 6 1500.100,000 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) IEI', IHI'or S (MHz) (Wm) (A/m) (mW/an') (minutes) 0.3.1.34 614 1.63 (100)* 30 1.3430 824/f 2.19/f (180/f2)* 30 30.300 27.5 0.073 0.2 30 300.1500 f/1500 30 1500-100,000 1.0 30 I s frequency in MHz*PWwwave 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. Umils for occupational/controlled exposure also apply in situations when an individual is transient through a location where oonupati"Vowitrolled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: Genera( popufatlo»/uncontrolled exposures apply in situations in which the general pubk 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. 15 New Cingular Wireless PCS, LLC (AT&T) ATTACHMENT B INFORMATION 1 The signs must be posted in a visible area at each entrance to the site and at localized areas. 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: 202418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References P] ] 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 Rulemakine, 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. 16 1 N PROJECT DESCRIPTION • ° ~ MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED u M CABLES. o 46 at&t 3 Q PROJECT INFORMATION T 0 o SITE ADDRESS: 21855 COUNTY ROAD 48 a CUTCHOGUE, NY 11935 0 00' o PROPERTY OWNER: CROWN COMMUNICATION, NEW YORK INC. SITE NUMBER: NYCENYI N1027 u o SITE #806579 a~ a m ` I ° G U E 0 U APPLICANT ADDRESS: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") n 340 MT. KEMBLE AVENUE SITE NAME: CUTCHOGU r MORRISTOWN, NJ 07960 C ° VICINITY MAP APPLICABLE BU LE BUILDING CODES AND STANDARDS O CD m JURISDICTION: TOWN OF SOUTHOLD FRC FROM MORRISTOWN,NJ: H EA HEAD NORTH-EAST ON, 340 MT KEMBLE AVE MORRISTOWN, NJ 07960, USA, HEAD NORTH-EAST ON VORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 0 3 PROPERTY TAX ID: SECTION 96, BLOCK 1, LOT 19.1 US- US-202 N/IMT KEMBLE AVE TOWARDS ZAMROK WAY, TURN RIGHT ONTO MACCULLOCH AVE, TURN LEFT SUBCONTRACTOR'S WORK SHAL BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. AT THE 3RD CROSS STREET ONTO MILLER RD, TURN RIGHT ONTO COUNTY ROAD 510/ISOUTH ST, CODES AS ADOPTED BY THE L AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF o a ZONING DISTRICT: LIGHT INDUSTRIAL AT >,LATITUDE: N 41- 1' 46.42" (NAD 83) SLI( SLIGHT LEFT ONTO MADISON AVE, TURN LEFT TO MERGE ONTO I-287 N, TAKE EXIT 41A FOR I-80 E THE EDITION OF THE AHJ ADO -TALL GOVERN THE DESIGN. TOWARDS NEW YORK CITY, FOLLOW SIGNS FOR I-80 E/IPATERSON/INEW YORK AND MERGE ONTO I-80 CONTRACT AWARD SHALL GOVE ° N LONGITUDE: W 72' 29 50.06" (NAD 83) TOV ~ E, CONTINUE ONTO INTERSTATE 80 EXPRESS E, MERGE ONTO INTERSTATE 95 EXPRESS N, CONTINUE ELEVATION: 58't AMSLL (NAVD 88) E, E, ONTO INTERSTATE 95 UPPER LEVEL N, CONTINUE ONTO I-95 N, CONTINUE ONTO CROSS BRONX EXPY, BUILDING CODE: BUILDING COE LDING CODE OF NEW YORK STATE - 2010 -0 u ON- a) L CONTINUE ONTO 1-295 S, TAKE THE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO CURRENT USE: TELECOMMUNICATIONS FACILITY Col IATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-NATIONAL ELECTRICAL CODE ° PROPOSED USE: TELECOMMUNICATIONS FACILITY 1-4 1-495 E/ILONG ISLAND EXPY TOWARDS EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARDS ELECTRICAL CODE: NATIONAL F HAr, HAMPTON BAYS/ICALVERTON, TURN RIGHT ONTO NY-24 S/ICOUNTY ROAD 94 E/IEDWARDS AVE S (NEC) - 2008 CONTINUE TO FOLLOW NY-24 S/ICOUNTY ROAD 94 E, SLIGHT RIGHT TOWARDS COUNTY ROAD 94 ODE: FIRE CODE OF NEW YORK STATE - 2010 RF DATA SHEET C/1 E/Ir o ° DR, E/INUGENT DR (SIGNS FOR COUNTY ROAD 51 S), SLIGHT RIGHT ONTO COUNTY ROAD 94 E/INUGENT FIRE/LIFE SAFETY CODE: FIRE N DATE ISSUED: 06/28/2012 REVISION: V02 COI DR, AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO FLANDERS RD/IRIVERHEAD-HAMPTON BAYS RD LIGHTNING PROTECTION CODE: ON CODE: NFPA 780-2008 LIGHTNING PROTECTION CODE CONTINUE TO FOLLOW FLANDERS RD, TURN LEFT ONTO COUNTY RD 105, TURN RIGHT ONTO MAIN RD, SUBCONTRACTOR'S WORK SHAI VORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING TURN LEFT ONTO WICKHAM AVE, TAKE THE 3RD RIGHT ON TO COUNTY RD 48, MAKE A U-TURN AT STANDARDS. o ° TUr COX A 21855 COUNTY ROAD 48 CUTCHOGUE, NY 11935, USA m C CO: v 0 E AMERICAN CONCRETE INSTITUTI INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL .v CONCRETE. DRAWING INDEX REV q~ys ORTON BUILDINGS AMERICAN INSTITUTE OF STEEL OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ~r NYCENY1027 -T01 TITLE SHEET 0 ~S THIRTEENTH EDITION. NYCENY1027 -SP1 SITE PLAN 0 D ANSI/TIA (TELECOMMUNICATION 1UNICATIONS INDUSTRY ASSOCIATION) 2224x(1996), STRUCTURAL STANDARDS GO~~O COk FOR STEEL ANTENNA TOWER P TOWER AND ANTENNA SUPPORTING STRUCTURES. NYCENY1027 -A01 COMPOUND PLAN, ANTENNA PLAN & GENERAL 0 N C NOTES 4L BUILDING GROUNDING AND BONDING REQUIREMENTS FOR ~Q TIA 607,' COMMERCIAL BUILDIN ° NYCENY1027 -A02 EQUIPMENT PAD PLAN & NOTES 0 D O N TELECOMMUNICATIONS. S. D NYCENY1027 -A03 MONOPOLE ELEVATION & DETAILS 0 INSTITUTE FOR ELECTRICAL AN ;TRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND E NYCENY1027 -A04 REMOTE RADIO HEAD (RRH) MOUNTING, DC6 0 D CFA E STEM RESISTIVITY, GROUND IN m ° EXCEPTION BOX & FIBER MANAGEMENT BOX ~T SITE IEEE 1100 (1999) RECOMMEN RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC <ti EQUIPMENT o DETAILS ~GO~ O IEEE C2, NATIONAL ELECTRIC ELECTRIC SAFETY CODE - LATEST VERSION NYCENY1027 -A05 DC POWER SURGE PROTECTION, DC POWER 0 an (OVP) POLE MOUNTING DETAILS O~ ~ TELCORDIA GR-1275, GENERA 5, GENERAL INSTALLATION REQUIREMENTS NYCENY1027 -A06 GPS UNIT MOUNTING, PURCELL CABINET 0 ANSI T1.311, FOR TELECOM - TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION o c & LTE CONDUCTOR SIZES DETAILS E NYCENY1027 -E01 SYSTEM DIAGRAM^ 0 BETWEEN SECTIONS OF LISTED CODES AND STANDARD/'S1 REGARDING AOTRFRIAY KAF-rHnna BF ~f1NC OF (:f1NCTRlI('.Tlnw (1R nTHFR RFl~,./IIIRFMFNTC THE Mn T RFSTRICTIVF NYCENY1027 -E02 RRH WIKINU UTAUMA1V1 U 0 REQUIREMENT SHALL GOVERN. _ GOVERN. WHERE THERE IS CONFLICT BETWEEN j~U,IREMENT 0 AND A SPECIFIC REQUIREMEM :QUIREMENT, THE SPECIFIC REQUIREMENT SHALL G~V o r NYCENY1027 -E03 ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS 0 DATES 8 c `T NYCENY1027 -E04 GROUNDING NOTES & DETAILS 0 FEE; Q) - 0 /y NOTIFY BUILDING DEPA,e IF,4„~ NYCENY1027 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE 765-1802 8 TO 4 . VCCU~y `A NCr`V' on FOLLOWING I~PECTION&F"h g (CSRF) JUMPER CONFIGURATION O~' OTC 1. FOUN ION, REQ USE IS UNI_MM. FOR POUTRED CO CR TEVIREO IS3 1Z I'Vil -lIJ {'ERTI C=PCA E ~STTRAPPING ELECTRICAL &CAULKING a DOCUMENT REVIEW STATUS c O > PROJECT CONTACTS OF 0(,,'4V 3, INSULATION 1 4. FINAL - CONSTRUCTION&ELECTRICAL o STATUS NO. E 0 1. ? ACCEPTED - WITH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED DE DETAIL MUST BE COMPLETE FOR C 0 1001 LLCONSTRUCTION SHALL MEET THE N 2. ? NOT ACCEPTED - PLEASE RESOLVE COMMENTS AND RESUBMIT NAME COMPAN CONTACT NUMBER SCE SCALE: N.T.S T01 YORK TATIENNOTORE RESPONSIBLE OR NEW N.T.S. DESIGN OR CONSTRUCTION ERRORS, Reviewed by: (ENG'G) Date: c ri CONSTRUCTION JAYSON GONZALEZ BECHTEL (201) 571-0705 c ENGINEER RICHARD COAD BECHTEL (201) 571-0730 STR~ STRUCTURAL STATEMENTSPECTTOCT REQUIRED o N N s RF ENGINEER AZAD KARIM BECHTEL (201) 571-0651 RF ENGINEER CONSTRUCTION SA COMPLIANCE 4 3 EXISTING EQUIPMENT PAD HA! T PAD HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO 0 0 MODIFICATIONS TO THE EXISTI THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. Z 0 a . ` C O U y v MEly ® at&t SITE NAME: CUTCHOGUE ;HOGUE BECHTEL ASSOCIATES ENY1027 m a N PROFESSIONAL CORPORATION SITE NUMBIER: NYCENY102• * TITLE SHEET w O ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 4s atO~Q t 2w, CUTCHOGUJE, NY 11935 135 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NO GS RC GS RC ` 0454 91N JOB NUMBER DRAWING NUMBER REV m 3 r a 5275 WESTVIEW DRIVE "R~Fess'°25736-415 T3-NYCENY1027-T La " FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK KK 01 0 o o SIZE 1, APL .,D U as N, EXISTING MONOPOLE ZONING TABLE: CUTCHOGUE "Lill L 2 TAX LOT TAX LOT #17.5 N/O/F TOWN OF SOUTHOLD F EXISTING STORAGE CONTAINER Z ° O O - LIGHT INDUSTRIAL ZONING DISTRICT m EXISTING VERIZON SHELTER L REQUIRED EXISTING PROPOSED EXISTING CSC CABINET 10.9' SW I 2.2'NW ITEM. APPOXIMATE LOCATION OF ' MAX. HEIGHT (FT)... 17.7 SE 31HT (FT) 80 108'-6"±* NC ji VERIZON EASEMENT F 4.0'NW -4.0'NW FENCE 188.15' MIN. LOT AREA (SF, AREA (SF) 40,000 45,589± INC T o (RECORD-EXIBIT "A" V105786) .C C CHAIN OINK L _ _ MIN. LOT WIDTH (Fl WIDTH (FT) 100 168.17± INC O ~ a~ N N 23'14' 00" E _ _ - - ~H 4 MIN. LOT DEPTH F DEPTH (FT) 150 263.16± INC o" m~ EXISTING (1) MINIMUM FRONT YAI FRONT YARD S I'TBACK (FT)........... 100 75±* NC U.'O - x x x STY SIDE YARD SET' ACK-ONE (FT)...... 20 15.21* NO m o r EXISTING T-MOBLE x I METAL& FRAME MINIMUM SIDE YARC SIDE YARD SETIACK-BOTH (FT).... 40 45.1± NO 1 p GRASS c EQUIPMENT PAD MINIMUM SIDE YARC EXISTING ICE BRIDGE MINIMUM REAR YARI REAR YARD SE BACK (FT) 70 11.1±* NO C 4+ t Z- EXISTING GPS UNIT TO REMAIN MAX LOT COVERAGE COVERAGE i 30 45.62±* NO i ` o ~EXISTINC EXISTING METROPCS EXISTING STORAGE CONTAINER T APPLICABLE NC = NO CHANGE >1'm EQUIPME EQUIPMENT COMPOUND NA = NOT APPLICA P.,:; x „ X I * EXISTING DIMENSI 10 G DIMENSIONAL NON-CONFORMITY GRASS EXISTING NEXTEL SHELTER E Lo U EXISTING GENERATOR x " p I 9.3'SW 00 ' oinUp I EXISTING AT&T EQUIPMENT PAD Z:5 II RIGHT OF WAY EASEMENT AREA i (COMMON DRIVEWAY) o- 0 45.589 SOFT. w I II 1.0456 ACRES ~ C> D EDGE OF ASPHALT - ~L N a'. I II 0 EXISTING 13.1' SW I EXISTING ASPHALT PARKING PARKING ~ I I M N E III 38.3 II N 0 p TAX LOT #19.1 14.85'W- ~I 13.55'SW Cn ROOF OVER Q 471 - - - - - - - - - - - - 9.9' EXISTING (1) c' CONCRETE STY Q 22.7 FRAME I EXISTING W I I (1) STY METAL I Q ~ I IIII (AUTO SHOP) o o J o (n U E.`. Z I °L O Q x ° CD p 0- o ff:. o U0 CONCRETE PAVEM_ENT a 38.0' I I J w J o I I ~I co Ld ROOF OVER I 3 a 47, z Lu 04 ° ° oa III m I z I z :t a•_' z ~ I m D ° ,`n° LOT 20.1 ° of I OR U I <I cn N/O/F CHRISTOPHER MOHR ~v II GRASS o a_ cr) C9 o EK EXISTING o o ASPHALT o ~ S° I I ~ I Fo 3: PARKING I N D Icy" o I I ~00 O ~ ~s- j I u ~VI WOOD CURB o I I 703.32'(ACTUAL) R=71.52' ca "i I GRASS t750'(DEED) L=122.85' dUTILITY POLE toy' - #420 ±20.00 C CONCRETE CURBI O N.; 'E CONCRE ~ L y CONCRETE CURB UTILITY POLE #421 168.17' !E ELEC. CONDUIT S 25'52'30" W MIDDLE (120' WIDE) ROAD (MARK-OUT) o ~ N co - - (C. R.-48) FULL SCALE 1"=20'-O" (NORTH ROAD) NOTE: TO THE BEST HE BEST OF OIIR KNOWLEDGE, THE 20 10 0 20 40 NOTE:' SITE PLAN BASED'~ON SURVEY BY AREK SITE PLAN 1 PROPOSED EQUIPMEN- EQUIPMENT MO IFICATIONS BY AT&T WILL HAVE LITTLE IMF LITTLE IMPACT (DIN THE EXISTING HALF SCALE 1 "=40'-0" SURVEYING COMPANY DATED, 06/04/2009 AND a SCALE: 20'=1'-0" SP1 NOISE LEVELS AT THE LS AT THE EXISTING FACILITY. 06/10/2012 `o oA SITE,'-VISITBY BECHTEL`'. I. U •y:. O'E WE <<40Fn EPy } ® alt&t SITE NAME: CUTCHOGUE a~ BECHTEL ASSOCIATES SITE PLAN PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 1027 at&t( A, UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 CUTCHOGUE, NY 11935 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC RC a~ X45 JOB NUMBER DRAWING NUMBER REV PRopm 51oNPy' ` O FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 25736-415 T3-NYCENY1027-SP1 0 SIZE 22" x 3C ANSI "D! GENERAL NOl L NOTES n LOT 17.3 EXISTING CSC EXISTING STORAGE CONTAINER 1. FOR THE PURPOSE OF CONSTRU TION DRAWING, TOWN OF SOUTHOLD CABINET - ~~-EXISTIN DRAWING, THE FOLLOWING DEFINITIONS SHALL o 0 21565 COUNTY ROAD 48 APPLY: -I--EXISTIN -EXISTING MONOPOLE CONTRACTOR - BECHTEL ;HTEL SUBCONTRACTOR - GENERAL COQ JERAL CONTRACTOR (CONSTRUCTION) EXISTING T-MOBLE I EXISTIN, SQ -EXISTING VERIZON SHELTER OWNE - NEW CINGUL :W CINGULAR WIRELESS PCS, LLC ("AT&T") a' EQUIPMENT PAD O OE - ORIGINAL EQ ;IGINAL EQUIPMENT MANUFACTURER C o EXISTING METROPCS EXISTIN -EXISTING ICE BRIDGE °a c EQUIPMENT COMPOUND EXISTIN EXISTING STORAGE CONTAINER 2. PRIOR TO THE SUBMISSION OF IDS, THE BIDDINC iE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL 0 I SITE TO FAMILIARIZE WITH THEE (STING CONDITIOP CONDITIONS AND TO CONFIRM THAT THE WORK CAN S o -PROPO! -PROPOSED FIBER & POWER BE ACCOMPLISHED AS SHOWN 0 THE CONSTRUC- CONSTRUCTION DRAWINGS. ANY DISCREPANCY u 0 \ \ CABLE CABLE ALONG EXISTING ROUTE FOUND SHALL BE BROUGHT TO HE ATTENTION OF 'ENTION OF CONTRACTOR. n 0 0 EXISTIN -EXISTING GENERATOR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL ED SHALL BE IN STRICT ACCORDANCE WITH ALL 0 I EXISTING AT&T LEXISTIN ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL EXISTING GPS UNIT TO REMAIN APPLICABLE CODES, REGULATION I, AND ORDINANCE APPROPRIATE NOTICES AND COMPLY WITH ALL LAN H ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND > r I EQUIPMENT PAD \ LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGA RITY REGARDING THE PERFORMANCE OF THE WORK. ° m O -EXISTIN EXISTING NEXTEL SHELTER 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL WITH ALL APPLICABLE MUNICIPAL AND UTILITY O PROPO! PROPOSED GPS UNIT & NEW 1/2" COAX CABLE COMPANY SPECIFICATIONS AND L CAL JURISDICTI01 JRISDICTIONAL CODES, ORDINANCES AND APPLICABLE E I EXISTING 1 ROUTEC ROUTED TO BBU (PROVIDE 10' MINIMUM REGULATIONS. n PARKING SEPARI SEPARATION FROM ANTENNAS) 5. UNLESS NOTED OTHERWISE, THE '(WORK SHALL INC I (SEE DETAIL 1121A/AO6) APPURTENANCES, AND LABOR NE ESSARY TO COM SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, c A03 (SEE D Y TO COMPLETE ALL INSTALLATIONS AS INDICATED ON o U) 04 THE DRAWINGS. w z EXISTING 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPME .L EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 0 o (1) STY METAL i (LESS SPECIFICALLY STATED OTHERWISE. -0 0 o (AUTO SHOP) i I EXISTING (1) STY ) MANUFACTURER'S RECOMMENDATIONS UNLESS SPE, FRAME 0 I 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALL 3E INSTALLED AS SHOWN ON THESE DRAWINGS, THE LOT 18.3 I SUBCONTRACTOR SHALL PROPOSE! AN ALTERNATIVE _TERNATIVE INSTALLATION FOR APPROVAL BY THE JENNIE HARRIS EXIST EXISTING PROPERTY CONTRACTOR. N COUNTY ROAD 48 LINE o EXISTING LINE (TYP.) 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTI UAL ROUTING OF CONDUIT, POWER AND T1 CABLES, POWER, GROUNDING AND TELCO PLAN DRAWING. 0 o T O O PARKING I LOT 20.1 GROUNDING CABLES AS SHOWN ON THE POWER, 3 TRAYS AND/OR SHALL ADD NEW TRAYS AS CF NFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ~ E 2215 L22155 RISTOPHER MOHR SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS A COUNTY ROAD 48 NECESSARY. SUBCONTRACTOR SHILL CONFIRM THE ROUTING OF TRENCHING SHALL IE APPROVED BY ROVED BY CONTRACTOR. 0 C~Do :XISTING IMPROVEMENTS, PAVEMENTS, CURBS, ~-0 I 0 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IN - LANDSCAPING AND STRUCTURES. ANY DAMAGED PP kMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION TISFACTION OF OWNER. 0 c - _ - - - FULL SCALE 1/32"=1'-0" 10. SUBCONTRACTOR SHALL LEGALLY ',AND PROPERLY 48 ROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH 0 ID COUNTY ROAD 32 16 0 32 64 Fr AS COAXIAL CABLES AND OTHER (ITEMS REMOVED REMOVED FROM THE EXISTING FACILITY. ANTENNAS 1 REMOVED SHALL BE RETURNED Q THE OWNER'S OWNER'S DESIGNATED LOCATION. COMPOUND PLAN A01 HALF SCALE 1/64"=1'-0" 11. SUBCONTRACTOR SHALL LEAVE P',EMISES IN CLEAT 3 IN CLEAN CONDITION. ° SCALE: 1/32"=1'-0" A01 c DONE IN ACCORDANCE WITH AMERICAN CONCRETE -c ° N 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN (o E D m0 SWAP (1) AT&T ANTENNA FOR PROPOSED INSTITUTE (ACI) 301. c - ANDREW AT&T ANTENNA (SECTOR A) 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUC CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT W AT&T ANTENNA TO REMAIN (SEE DETAIL 2&3/AO3) 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CON ALL CONCRETING WORK SHALL BE DONE IN o (SECTOR A) ACCORDANCE WITH ACI 318 COD REQUIREMENTS. IREMENTS. m m SWAP (1) AT&T ANTENNA FOR PROPOSED E DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 0 0 EXISTING MONOPOLE v o LTE AT&T ANTENNA (SECTOR A) 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN w (SEE DETAIL 2&4/AO3) 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIOt ECIFICATION 25736-000-3PS-AOOZ-00001, c cn INSTALL (2) PROPOSED RRH'S ON T-ARM (SECTOR A) GENERAL CONSTRUCTION SERVICES. o ° INSTALL (2) PROPOSED RRH'S \ ON T-ARM (SECTOR C) -(SEE DETAIL 1/A04) 16. SUBCONTRACTOR SHALL VERIFY LL EXISTING DIME STING DIMENSIONS AND CONDITIONS PRIOR TO `0 (SEE DETAIL 1/A04) COMMENCING ANY WORK. ALL DIMENSIONS OF EXI'. JS OF EXISTING CONSTRUCTION SHOWN ON THE C \ \ RACTOR SHALL NOTIFY THE CONTRACTOR OF ANY ' O \ PROPOSED RAYCAP DC6 DOME ON NEW PIPE MAST ON T-ARM DRAWINGS MUST BE VERIFIED. S BCONTRACTOR SI ,TERIAL OR PROCEEDING WITH CONSTRUCTION. t ~ SWAP (1) AT&T ANTENNA FOR (SEE DETAIL 1102/AO5) FOR MOUNTING (SEE DETAIL 1116/AO5) DISCREPANCIES PRIOR TO ORDERING MATERIAL OR =`T PROPOSED LTE AT&T ANTENNA INSTALL (2) PROPOSED RRH'S ON T-ARM (SECTOR B) 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL aD iMMERCIAL OPERATION. ANY CONSTRUCTION WORK (SECTOR C) \ (SEE DETAIL 1/A04) BY SUBCONTRACTOR SHALL NOT (DISRUPT THE EXI 'T THE EXISTING NORMAL OPERATION. ANY WORK ON o (SEE DETAIL 2&4/AO3) EXISTING EQUIPMENT MUST BE COORDINATED WITH ATED WITH CONTRACTOR. ALSO, WORK MAY BE U H EXISTING AT&T ANTENNA TO ASCHEDULED FOR FTER MIDNIGHT. AN APPROPRIATE MAINTENANCE TENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS REMAIN (SECTOR B) a SWAP (1) AT&T ANTENNA FOR o° PROPOSED ANDREW AT&T ANTENNA 4LL SAFETY PRECAUTIONS MUST BE TAKEN WHEN 0 > (SECTOR C) SWAP (1) AT&T ANTENNA FOR PROPOSED 18. SINCE THE CELL SITE MAY BE A-TIVE, ALL SAFET' WORKING AROUND HIGH LEVELS F ELECTROMAGN CTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE ANDREW AT&T ANTENNA (SECTOR B) SHUTDOWN PRIOR TO PERFORMING ANY WORK TH, WORK THAT COULD EXPOSE THE WORKERS TO E o NOTE: (SEE DETAIL 2&3/AO3) ITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY o LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY EXISTING AT&T ANTENNA TO N L AND MAY NOT REFLECT FINAL RF DESIGN. REFER SeCTO0 (SEE DETAIL 2&3/A03) DDANGER ANGEROUS REXPOSURE LEVELS OSU E MONITORS ARE F o TO LATEST RF DATA SHEET FOR FINAL LTE REMAIN (SECTOR C) X2 g•. 5 ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. G O N N NOTES: SWAP (1) AT&T ANTENNA FOR FULL SCALE 3/16"=1'-0" PROPOSED LTE AT&T ANTENNA 4 0 4 8 12 FT DET IL 0 3 1. ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. (SECTOR B) 0 0 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. ANTENNA PLAN 2 'N.T.S. O (SEE DETAIL 2&4/A03) SCALE: E00 Z 3. IMPLEMENT CROSS-SECTOR REDUNDANCY (SHEET E05). A01 SCALE: 3/16"=1'-0" HALF SCALE 3/32"=1'-0" 0 U • Ngw ® at&t N 0 SITE NAME: CUTCHOGUE E BECHTEL ASSOCIATES 6 D M, Co 0 COMPOUND PLAN, ANTENNA PLAN m N PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 21855 COUNTY ROAD 48 a at&t * a ° & GENERAL NOTES o ; A UNIT OF BECHTEL CORPORATION w0 01/27/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC of S4 y,~?= JOi 0 3 r i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 Fess oN°` 25 % 4~§?. JOB NUMBER DRAWING NUMBER REV FREDERICK, MD 21703-8386 USA 25736-415 T3-NYCENY1027-A01 0 ao SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK U aQ SEE a_ % s4' AIHSI ' o CON ~TRUCTIC UCTION NOTES N T v C = U 0 1. FIELD VERIFICATION: ~ O O ~ SUBCONTRACTOR SHALL FIELD VER FY SCOPE OF ;OPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. ;ED. oo •y Y a 2. COORDINATION OF WORK: 3 SUBCONTRACTOR SHALL COORDINA E RF WORK AN WORK AND PROCEDURES WITH CONTRACTOR. T ~ C = 3. CABLE LADDER RACK: O O a C SUBCONTRACTOR SHALL FURNISH AND INSTALL CAI JSTALL CABLE LADDER RACK, CABLE TRAY, AND _ o CONDUIT AS REQUIRED TO SUPPO T CABLES. 3LES. a) :p = o U O a~ a n L 1101 DETA DETAIL I C U 0- IA02 SCALE: SCALE: N.T.S. >1 N t c: U + + O m N + + + STRUC UURAL ST AL STEEL NOTES + + C x 1G1_On r + Q) + + ' -+1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDAN ACCORDANCE WITH THE PROJECT SPECIFICATIONS + INSTALL DC6 EXCEPTION AND IN ACCORDANCE WITH ASTM Aq~6 UNLESS OTH JLESS OTHERWISE NOTED. E BOX & o m EXISTING METER EXISTING a + ING E70XX ELECTRODES AND WELDING SHALL ~ x ° 1 ARGUS ' FIBER MANAGEMENT BOX 2. ALL WELDING SHALL BE PERFORMED USING E70XX ON UNISTRUT TO EXISTING CONFORM TO AISC. WHERE FILLET ELD SIZES Al' SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM Ln I ° ° \ TE20B ' ICE BRIDGE POST SIZE PER TABLE J2.4 IN THE AIS "MANUAL OF NUAL OF STEEL CONSTRUCTION". PAINTED SURFACES = N x \ BATTERY + (SEE DETAIL 2&1137/A04) SHALL BE TOUCHED UP. v o I rte- CABINET a +T+ , 3. BOLTED CONNECTIONS SHALL BE STM A325 BEAF 1325 BEARING TYPE zi c EXISTING DISC x r a 13 v o ° + + (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 20 EXISTING + + o EXISTING GPS a ARGUS TE21 UNIT TO REMAIN 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATI EEL GRATING MAY USE 5/8" DIA. ASTM A 307 Loo EXISTING I ° \ POWER + BOLTS UNLESS NOTED OTHERWISE. AC PANEL \ J \ _ CABINET a + Q) :3 INSTALL (3) NEW 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE AN 'WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S x EXISTING WRITTEN RECOMMENDED PROCEDURE THE ANCHOR CONVERTERS ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM ' INSIDE TER ' TO MANUFACTURERS RECOMMENDA ZION FOR EMBEE -OR EMBEDMENT DEPTH OR AS SHOWN ON THE N m NOKIA ° a DRAWINGS. NO REBAR SHALL BE C'T WITHOUT PRI THOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING E OUTDOOR + + HOLES IN CONCRETE. SPECIAL IN PECTIONS, REQI ONS, REQUIRED BY GOVERNING CODES, SHALL BE o v x 1- CABINET + PERFORMED IN ORDER TO MAINTAIN MANUFACTUREf UFACTURER'S MAXIMUM ALLOWABLE LOADS. m ° a + + L x , ° a i EXISTING + , 6. ALL EXPANSION/WEDGE ANCHORS HALL BE STAINI BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXISTING TELCO ° NOKIA + + EXISTING NEXTEL THE ANCHOR BOLT DOWEL AND ROD SHALL BE ST 1LL BE STAINLESS STEEL WITH STAINLESS ° BOX x 00 OUTDOOR + SHELTER STEEL WASHERS. CABINET o C O I V + + + 20 DE C ° + DETAIL a ' + + N EXISTING x + J ° ' SCA SCALE: N.T.S. o METROPCS - PROPOSED PURCELL FLX16WS r ° EQUIPMENT + CABINET STACKED ON TOP OF a COMPOUND EXISTING PURCELL CABINET r o I I ° + + E ° + RELOCATE BOTH CABINET TO MAKE ti L a ° a a + ' SUFFICIENT ROOM FOR DOOR m o + SWING (SEE DETAIL 1117/A06) o I a ° + + o " \ EXISTING LUCENT + m ' PROPOSED CPS UNIT & NEW o' \ o UMTS a a ° + + + + , 1/2" COAX CABLE ROUTED TO L o BBU (PROVIDE 10' MINIMUM a\ C L U ° ° O pI V d ~ a ' SEPARATION FROM ANTENNAS) a (SEE DETAIL 1121A/A06) Er ° e a /J v ° ' 0 .C tll I d ° o ar v EXISTING x-x-x-x-xt x-zx~" , o DOOR EXISTING FENCE LINE LINE N O Q X w ^ C O > U ] O E~ y o - H OC M a C O O N W SCALE 1 1/2 "=1'-0" 0 3 NOTE: 12° 6" 0 1 FT CURRENTLY THERE ARE 4 RECTIFIERS, UPON EQUIPMENT PAD PLAN 1 ` z° COMPLETION OF LTE UPGRADE, A TOTAL OF 0 7 RECTIFIERS SHOULD BE PRESENT. NEW 3 SCALE: 1/2"=1'-0° A02 HALF SCALE 3/4"=1'-0" v o RECTIFIERS WILL BE ADDED BY LTE. pF EW G~pgo M 0 h ® at&t N 0 SITE NAME: CUTCHOGUE 0 a ~ BECHTEL ASSOCIATES a ° PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 EQUIPMENT PAD PLAN & NOTES A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 at&t o t i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 JOB NUMBER DRAWING NUMBER REV pROFE~510NPe. T L ° FREDERICK, MD 21703-8386 USA C.o ISCALEA LTE-ISSUED FOR CONSTRUCTION NG GS RC oas 39- ` JoE ED DESIGNE D BY: KK DRAWN BY KK 257 25736-415 T3-NYCENY1027-A02 0 0 aQ --77-F2 = 24' AI-SI i MECHANICAL I DOWN-TILT ASSY. L U N O CO ~ I O qj ;L~ a ANTENNA ~J RAD. CENTER OF METROPCS ANIENNAS S 3.o MOUNTING HARDWARE / 111'-6" f A.G.L. ~o o (FIT AS REQUIRED) _ o TOP OF TOWER r o f 108'-6" f A.G.L. u Q m L NEW PANEL OC m ANTENNA n-rL RAD CENTER OF VERIZON ANTE NAS T t 100'-0" t A.G.L. C U O O m ac ANTENNA MOUNTING PIPE 0 3 Eo RAD. CENTER OF T-MOBILE ANTENNAS `o ° 90'-0" f A.G.L. T M c o in / N / C U / -0 O / U1 ~ e / U C / / RAID. CENTER OF NEXTEL ANTENNAS O x 80'-0" f A.G.L. JUMPER (S) TO 0-0 REMOTE RADIO ONONEWE PIPE MAST ON T-ARM ECTORS) `o o HEADS (RRHs) (SEE DETAIL 1102/AO5) FOR TOP OF AT ANTENNAS (TYP. ~LL SECTORS) .o MOUNTING 72'-0" f A. G.L. m ~ (SEE DETAIL 1116/AO5) N o 0 U N C I E INSTALL (2) PROPOSED RRH'S ON 0 2 ANTENNA MOUNTING DETAIL T-ARM (TYP. ALL THREE SECTORS) 1 A03 SCALE: N.T.S. EXISTING (1) AT&T ANTENNA TO REMAIN (SEE DETAIL 1/A04) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (TYP. ALL THREE SECTORS) c 11.85"_ X11.85" 7.1 ' -0 7.1 o ~ c c (SEE DETAIL 2&3/A03) N ~ 'O O O U SWAP (1) AT&T ANTENNA FOR PROPOSED LTE EXISTING MONOPOLE L 'C AT&T ANTENNA (TYP. ALL THREE SECTORS) N O N (SEE DETAIL 2&4/AO3) L ~ U E N ~ m O r- O C EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE ;ORDANCE WITH N PAUL J FORD STRUCTURAL MODIFICATION RE[ :ATION REPORT TO S-7 EXISTING GPS UNIT TO REMAIN DATED 12/18/2012 SHEETS IS-1 TO S-7 M FRONT M ' FRONT CL = O o d. N d' It N PROPOSED GPS UNIT & PROPOSED O_w 1/2" COAX CABLE ROUTED TO BBU O p (PROVIDE 10' MINIMUM SEPARATION :r, O 'C FROM ANTENNAS) E (SEE DETAIL 1121A/AO6) ~ L EXISTING AT&T ICE BRIDGE EXISTINGi VERIZON ZON 0 C ~ EXISTING EQUIPMENT CABINETS EQUIPME, T SHELTER iELTER N NLINK EXISTING CHAINLINK FENCE EXISTING' CHAINLINK FENCE FRONT ELEVATION SIDE VIEW FRONT ELEVATION SIDE VIEW E; a MECHANICAL CHARACTERISTICS MECHANICAL CHARACTERISTICS C ~H•`%,l:,f.~•J,'/~x:r ~1~ 'C~~,>i./'~}. ~~~vv,2j Can , O y U ] z 2 - r TOP OF GRADE GRADE E a WEIGHT: 34.171b (15.50kg) WEIGHT: 34.1711b (15.50kg) WIND LOAD (®150 km/h): (402.7N) WIND LOAD (0150 km/h): (402.7N) 0',-0" AGL AGL MAX. WIND SPEED: 149.8mph (241.0 km/h) MAX. WIND SPEED: 149.8mph (241.0 km/h) NOTE: ANTENNA CONFIGURATION L AND AZIMUTHS TO BE FIELD VERIFIED. . C C- M ° GSM ANTENNA LTE ANTENNA FULL SCALE 1/8"=1'-0" N 3 ANDREW DBXNH-8585A-A2M 4 ANDREW DBXNH-6565A-A2M MONOPOLE ELEVATION 8 0 8 16 Ff 0 ; SCALE: l /8"=1 1-0 A03 0 0 A03 SCALE: N.T.S. A03 SCALE: N.T.S. HALF SCALE 1/16"=1'-0" 0 a . 0 0 U w ~ NEw ® at E-0 SITE NAME: CUTCHOGUE BECHTEL ASSOCIATES A~ oMQ 1 0 0 a- (D PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 =W, i a MONOPOLE ELEVATIO;NUMBER DETAILS O ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 at&t w =w, 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RCFa 643 JOB NUMBER DRAWIREV m 3 N plow CUTCHOGUE, NY 11935 o, 3 5275 WESTVIEW DRIVE F'R FESSIONP' SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 2F T ~ FREDERICK, MD 21703-8386 USA 25736-415 T3-NYC27- A03 JO a0 0 i szs ~2 . -,°A1,1si D" U o_Q EXISTING ICE ;E BRIDGE POST (TYP.) ST (TYP.) - DC6 EXCEPTION BOX L N o m o PROPOSED FIBER jjf MANAGEMENT TRAY FIBER (SEE DETAILS 1137/A04) IT TRAY o •y w Q WIDTH - T ~ F-1 Fl ~ C I O ~ a~ I _ o 4) y 0 U O w a) 0- M " I I O 0 I ~ I ~ c U O - w w C m x ry T L C O cn a I O ~ 0] C0 W 0 3 I E TO ANTENNA I I I " m FIBER ALARM (+45 DEGREE) c r ENTRY CABLE PORT _ o In N 1/2" COAXIAL CABLE C PROPOSED P1000-., .o o CPRI-M PRI- 'RI-M PRI-S Q ALM 4-8 W/ 7/16 DIN-MALE UNISTRUT (TYP) W ALCATEL-LUCENT RRH (TYP 1 PER O O G Q QE ABM -3 0} AISG TX//RR 'M/RXI CONNECTORS ON o PIPE OTHER NOT SHOWN FOR GIGE CONNECTION 2 0 CLARITY) E \ USED I (,o) I Oo BOTH ENDS (2 TYP) 0 OR RET) ` a O m ` ALU PIPE TX M-ON2~ 'Q OTX MON1 TO ANTENNA ~DC ENTRY (-45 DEGREE) `o o MOUNTING KIT GROUND PORT (TYP) RRH RRH BI RRH BOTTOM VIEW RRH TOP VIEW DC POWER SURGE PRO iE PROTECTION, C -V= E RRN ~4° SQUARE TOP VIEW FIBER MANAGEMENT BC ENT BOX v v TUBE SIZE AND SIZE AND WEIGHT TABLE MOUNTING DETAILS ILS 2 °o STANDOFF A04 HEIGHT W/O CABLE WEIGHT SCALE: N.T.S. u ° RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET ° = RRH 7 RRH 700 MHz 12.2" 10.8m 21" 51 LBS. 2X40 (80W) 15.220" o ° RRH RRH 2X40 C C 0" " 6.370" n •1O RRH RRH AWS 43 LBS. 14.273" o 2X40 C7 U ° 2X40 (80W) 12 9 25 (W/0 SOLAR SHIELD) 13.056 " 6.273" ° SABRE PART NO. z 12.000" NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. C10123001 (SHADED) NOTE: DI L ~ m E m O r- O - MI ~m MINIMUM CLEARANCE TABLE 6J 6J Fe RRH CABINET CLEARANCES COMMENTS ELEVATION RI INCHES 0 o ISOMETRIC Ff FRONT 36" INSTALLATION ACCESS a- " ZERO REAR CLEARANCE IS ALLOWED USING G , (3) 0.38'-'~"- 24- 2t 0 o RI REAR 2 SUPPLIED MOUNTING BRACKETS S °i co o Lo I~ N TO 1.28" m E r RI RIGHT 4" AIR FLOW to CABLE 0 L n . w a RRH PIPE STANDOFF MOUNTS LE LEFT 4" AIR FLOW (4) 0.14"---~ _r 0 TO 0.65" O TI TOP 12" AIR FLOW CABLE 0 --0 v 00 BOTTOM 12" CONDUIT ROUTING E) Q o ~ U F- N qj O Q ALCATEL-LUCENT 9442 G O Qj U > REMOTE RADIO HEAD (RRHI ~-.313"0 HOLES O (4 TYP) E ~ o -ROXTEC CF16- d NOTI NOTE:I RAY( RAYCAP MODEL DC6-48-60-0-1 E IS FITTED L F- o+ C WITF WITH ',(2) 2-INCH CONDUIT FITTINGS IN PLACE rn '0 C OF OF THE ROXTEC BLOCKS. O ~O RAYCAP DC6-48-60-0-1 1-60-0-101-01 0 3 RRH PIPE STANDOFF MOUNTS FOR SECTORS A, B & C ALCATI ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) 11o DC POWER SURGE PR( IGE PROTECTION 1137 z SCALE: N.T.S. o A04 SCALE: N. SCALE: N.T.S. AO4 SCALE: N.T.S. A04 a . 0 O U N F NE at&t DM oI a a) SITE NAME: CUTCHOGUE U E '27 at&t REMOTE RADIO HEAD (RRH) MOUNTING, m o L BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 * * DC6 EXCEPTION BOX & FIBER MANAGEMENT o A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 ° w BOX DETAILS 0 3 r i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RCFa RCPT S43g:` JOB NUMBER DRAWING NUMBER REV FREDERICK, MD 21703-8386 USA c ..o SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK pR:Fessi°""' 25736-415 T3-NYCENY1027-A04 0 U aQ SIZE --'4 A ',I P 3.50" N DOME COVER M SECURING BAND FAIR VALVE 3` Lo N tT C °f o_ c - o r ° U O Q a M g TOP VIEW RAYCAP DC6 T 'C OVER VOLTAGE PROTECTOR o 9.25" T m RAYCAP DC6 WITH DOME COVER u` OVER VOLTAGE o PROTECTOR 9.00" E u DOME COVER 0-0 T M cLo ° In c N ~ U MIN. 2" TO MAX. 4" N ° C GALVANIZED PIPE -0 O O U a O N DOME SECURI 4E SECURING 0 c O O aO BAND JD N N 00 0 ro N 'o DOME COVER v SECURING BAND W E RAYCAP SUPPLIED Ito CLIP FOR AT1 P FOR ATTACHING o SECURING BAND FOR DC6 (OVP) Tc i (OVP) TO BASE ° ATTACHING DOME N RAYCAP SUPPLIED 0 ASSEMBLY (T 3EM BLY (TYP) 0 r COVER TO DC6 OVER POLE MOUNTING BRACKETS 0 VOLTAGE PROTECTOR o c RAYCAP SL RAYCAP SUPPLIED c BASE ASSE 3ASE ASSEMBLY N = \ "CLIP LUGS FOR ATTACHING POWER CABLE / o v \ DEVICE TO BASE ASSEMBLY r INGRESS PORTS WGdWWWG1eWWWWGe1 v E OVAL CABLE INGRESS PORT a E o C CABLE TIE BAR - l m 9.56 CABLE EGRESS 1.57"t 12.38" c ~ 0 N PORTS (TYP) 0 (NOTE 1) NOTES: 1. RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PRO ECTOR AND I TOR AND PIPE o 10.38" SIDE VIEW MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY TH PIPE. IPE. 0 E r NOTES: -OVAL FIBER CABLE INGRESS AND • / ALARM CABLE EGRESS PORT 0 co 1. REMOVE CABLE SEALING GLAND AND O -CABLE EGRESS PORT RAYCAP DC6-48-60-18-8IIF L INSTALL M32x1.5 METRIC-TO-1" 0 (TYP 6) NPT ADAPTER (COPPER DC POWER OVER VOLTAGE PROTECT IOR OVP OVP m d CROUSE-HINES P/N CAP 740 994 zr- ~ 0 O FIBER SIDE POLE MOUNT BASE ASSEMBLY OR EQUIVALENT MFR) WHEN X00 POWER SIDE v CONNECTING CONDUIT TO OVP. o a 0 OVAL POWER CABLE INGRESS PORT r c 0 V > / DOME COVER aE CLIP LUGS FOR ATTACHING SECURING BAND a) DEVICE TO BASE ASSEMBLY r (TYP 4) BOTTOM VIEW ~cp C NJ ~ DC POWER OVER VOLTAGE PR ITECTOR :CTOR (OVP) 111 POLE MOUNT BASE ASSEMBLY N DC POWER SURGE PROTECTION 10 SCALE: N.T.S. A05 0 3 SCALE: N.T.S. A05 E 0 `o Z a . L c 0 U • F NEB 'ew ® at&t SITE NAME: CUTCHOGUE ~Q6 DM, OOY m a L BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 DC POWER SURGE PROTECTION, c woA at&t co 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS R 54 F DC POWER (OVP) POLE MOUNTING DETAILS © ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 =w; Q L i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 C 19 ,JOB NUMBER DRAWING NUMBER REV ° FREDERICK, MD 21703-8386 USA p'p FESS1oNPe 0-0 SCALE: AS NOTED DESIGNED BY: KK DRAWN BY. KK 25736-415 T3-NYCENY1 027- A05 0 U aQ SIZE 1-7 AIISI b' °a ._c -~ O0 o~ I ~ ~.. /HOLES ~..D'I__ .-. D2 INSTRUCTIONS _~COL~R ~ ....... ~ ' 1 ~ I l~WO ~ 75 65 55 ~5 -- 1" (1-5/16" O.D.) X 3'-0" MAX. 1.75" ~ FRONT ~.. 8AWG ~ ~145 ..... 105 65 25 ~GROUND CABLE C~MP (BURNDY ~INSU~TED SPLIT-COLORBUSHINg (gARVINI~ ~ DRILL PA~ERN [~- P/N gCHKIO0 WITH gROUND LUg REUOVED) l~wo lOAWg ~ ABLE C3 MAY BE EITHER IOAWG OR I~WQ. OR SIMI~R POST. t ~COAX CABLE ~ . 36.30" o -- ~ 2 AWG GROUND WIRE CADWELD TO ~ POST ONLY IF GROUNDED. OR LUG / PURCELL ELEVATION'P' SUPPLEMENTAL GROUND BARaOL~ 4 FLX1cABiNET6WS FI~ 2 - TRUNK CABLE TO DC6 (DOME~ ,co___ s,. c, 1. LOCATION OF UNIT MU~ HAVE CL~R VI~ OF SOUTHERN S~ AND CANNOT HAVE ANY BLOC~GES EXCEEDING 25~ OF THE (~p) SURFACE AR~ OF A HEMISPHERE AROUND THE CPS UNIT. EMP~ W/B~NK DOOR = 80lbs SAME ON LE~ SIDE ~t ~ ....... ~ ~ ~ ~ DC2 J 2. ALL CPS UNIT LOCATIONS ~ ABLE TO RECEIVE CL~R EQUIPMENTEMP~ W/ H~T(vARiEs)EXCHANGER= 400/lbs= 1201bsM~ ~ HEAT ~ ~ ~ I S~N~ FRO~ A U~N~UU~ OF FOU. (.) ~T~LUTES. ~ W~TH ~ HANDHELD CPS BEFORE FINAL LOCATION OF CPS UNIT. CABIN~ TOTAL (M~) = 6001be ~ EXCHANGER ~ j ~-D1 , ~ D2 ~ FIGURE 3 - DIRECT CABLE TO DC? 5. CADWELDING SHALL NOT BE PERFORMED ON ROO~OPS. ~ ~ ~,,~ ~ j MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 4. LTL-CPS UNIT SHA~ BE LOCATED 10' FROM ALL UNIT. 1. DOOR HINGE MAY BE R~ERSED ~ . 2. MINIMUM ANCHOR SIZE MU~ BE 1/2"DIA. ~ ~ ~t ,i D1/D2 LENGTH (~) ~. AN ISO~TOR BASE IS REQUIRED WHEN MOUNTING ,~ ~ ~ ~ CAE E 8 AWG 10 AWG 12 AWG LTL-CPS UNIT DIRECTLY ON CONCR~E PAD. '"-. ~ ..... C~ 265 165 104 PIPE ~ L-BRACKET MOUNT -.. '- - '~ ~ 16 16 16 1. CABLES LENGT IS ARE APPLICABLE FOR ALU 700MHZ ~ AWS FREQUENCY RRH MODELS, ~ 2. NOMINAL SY~I~M VOLTAGE IS -~SV DC. SUPPLIED FROM A ~SV BAKERY. NORMAL OPE~TING VOLTAGE IS 52V. 3. CABLE LENGTHS BASED ON ROSENBERGER CABLES. GPS~ ~R~ F~lmS ~BI~T ~lm~l~S ~;~ SCALE: N.T.S. SCALE: N.T.S. LTECONDUCTOR SIZES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 , , , A UNIT OF BECHTEL CORPORATION 21855 COUN~ ROAD 48 I CPS UNIT MOUNTING, PURCELL CABINET 5275 WES~IEW DRIVE CUTCHOGUE, NY 11955 ' & LTL CONDUCTOR SIZES DETAILS o . ._. SCAR: ~ ,O~D ID[Sie,ED ~: ~K I,~WN ~: KK ~~T 25736--415 T3-NYCENY1027-A06 0 N t = U :p U O m ~ NOTES: s ~ LTE ANTENNA ANTENNA LTE ANTENNA LTE ANTENNA 1. FURNISHED BY VISHED BY OEM/A &T. a a AISG CABLE FOR WITH RET VITH REF WITH REF WITH REF 2. INSTALLED BY ALLED BY OEM 0 AS SCOPED BY MARKET. T-O RET CONTROL NOTES: 3, 4 TES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY VISHED BY BECHT L. 4. INSTALLED BY ALLED BY BECHTE . 0 o NOTES: 3, 4, 21 o a (TYP FOR 3) 5. FINAL CONNECI L CONNECTION BYIOEM OR AS SCOPED BY MARKET. " 0 6. OPEN END OF V END OF CONDUI TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. r o 7. ARGUS 053-95 JS 053-997-20- 000 DUAL FEED DC-DC CONVERTER WITH 012-526-20- -526-20-040 2K MODULES. . OF CONVERTER ITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED N a- m COAX JUMPERS- ~1 8' SEPARATELY. kRATELY. 0 NOTES: 3, 4, 13 9. BREAKERS TO WERS TO BE TAG ED AND LOCKED OUT. IS FURNISHED A D INSTALLED BY OTHERS AND INCLUDES POWER j700 RV 1900 OR OR 1900 OR 10. SIAD IS FURNI: 900 RR 700 RRH 700 RRH CONNECTIONS NECTIONS AND FIB R TO THE UNIT OR AS SCOPED BY MARKET. WHEN m NOTE1, 2, ~a 1,. AWS RRH 1AWS RRH AWS NOTES: NOTES: IN BECHTEL SC 'ECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A NOTES: NOTES: NOTES: \KERS FROM A 241V DC POWER SOURCE OR (2) 5A BREAKERS FROM 1, 2, 5 1, 2, 5 1, 2, 5 1, 2, 5 1, 2, 5 BREAKERS FRO A 48V DC POV 3V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH I E~ R j 7NOTES:00 AWS RRH 2 COUNT, SINGLE MODE Fj6 AWG SPECIAL CONNE :IAL CONNECTOR. 11. DELETED (TYP FOR 6) 12. LEC TO FURNI: 7ED TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. c i I 1, 2 5 NOTES: 1 1 FIBER CABLE _ -L- g F NOTE 13 13. LEAVE COILED 'E COILED AND PR TECTED UNTIL TERMINATED. a 1, 2, 5 1 1 NOTES: 3, 4, 5, 13 p~ g m - - 14. SEE DETAIL 14 DETAIL 1408 FORT DC POWER CABLE SIZES. 1 (TYP FOR 6) 8i Q i m r6 15. DC SURGE CAE SURGE CABINETS ALL BE RAYCAP DC6-48-60-0-18-01. SEE DETAIL 1 m 1464 FOR INTE 4 FOR INTERNAL AIRING DIAGRAM. I 12/C DC CABLES r` 16. SEE DETAIL 14 DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. 1 2 COUNT, SINGLE MODE NOTES: 3, 4, 5, 13, 14- 0 17. SUPPORT FIBEF SORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS. SPACED 20 I FIBER CABLE IN 1" LFNC -1 - 1 (TYP FOR 6) NO GREATER TI GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC NOTES: 3, 4, 5, 13 a - - I POWER CABLES ER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT (TYP FOR 2) r` I 1 1" LFNC MUM INTERVALS. CRESS CABLES TO PREVENT CONTACT WITH ENTRANCE L I FIBER I F18ER A DIMEXT IOPEF EXIT OPENINGS. ° N 12/C DC CABLE IN 1" LFNC 1 I NOTES: 3. 4, 6, 18 18. CONDUIT TO BI DUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE NOTES: 3, 4, 5, 13, 14 I (TYP FOR 6) ALA ALARNI gm THAN 10' FR01 J 10' FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH IS 16 FEET. M L i - ALARM CABLE FlBE ALE-CONDUCTOR D POWER CABLES SHALL BE TELCOFLEX° OR o ° (TYP FOR 2) JUNCTION I FIBER r` FIBER 19. SINGLE-CONDO KS241 W, COF 1.194', COPPER, U_ LISTED RHH NON-HALOGEN, LOW SMOKE WITH N BOX I NOTES: 3, 4, 5 v E - BRAIDED COVEF DED COVER, TYPE TIC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, STRANDING SHI 1NDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & 10 o (2) 2 COUNT SINGLE MODE FIBER ~J D DISTRIBUTION UNIT 0 AWG AND CLAS AND CLASS I (TY E IV) FOR SIZES 8 AWG AND LARGER. CABLES ° CABLES AND (2) 2/C DC CABLES IN OPTIONAL INSTALLATION T ® AT&T ANTENNA HEIGHT SHALL BE COL _L BE COLOR COD D RED FOR +24V, BLUE FOR -48V AND GRAY FOR a) r j 1" LFNC NOTES: 3, 4, 14 SEE DETAIL "A" THIS SHEET (RAYCAP DC6-48-60-18-8F) 24V AND 48V AND 48V RETURW CONDUCTORS. MULTI-CONDUCTOR DC POWER NOTE: 22 (TYP FOR 3) NOTES: 3, 4 & 16 ~2 AWG CABLES SHALL _ES SHALL BE CO PER, CLASS B STRANDING WITH FLAME RETARDANT I NOTE: ALARM CABLE FOR SECTOR 'A' I JACKET, TYPE TC,i UL LISTED FOR 90'C DRY/ 75'C WET INSTALLATION. 'o 1 ONLY C DC6 I TOWER PVC JACKET, T 20. GROUNDING WII UNDING WIRES SH LL BE COPPER, THHN/THWN UL LISTED FOR 90'C DRY/75-C WET 175'C WET INSTAL TION. MINIMUM SIZE IS 6 AWG UNLESS NOTED 1 c I 1 NOTE NOTES: 3, 4, 17 OTHERWISE. - - - - - - - - - - 21. RET CONTROL _RWISE. 1 - - - - - - - - - - - CONTROL FROM E RRH IS AN OPTIONAL METHOD OF CONNECTION. I EQUIPMENT REFER TO RF =R TO RF DATA SHEET FOR APPLICABILITY. 12 COUNT, SINGLE MODE FIBER CABLE LOCATED AT 22. FIBER OPTIC C R OPTIC CABLES HALL BE INSTALLED IN FLEXIBLE CONDUIT AS FIBER I CABLES IN CONDUIT FIBER IN 2" FLEXIBLE CONDUIT/INTERDUCT GROUND LEVEL SCOPED BY M) PED BY MARKET. (o E NOTES: 3, 4, 5, 6 23. MAXIMUM 4/0 MUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO I TYPICAL PER SECTOR NOTE 22 6/C DC CABLES CF FIBER CONVERTER SH VERTER SHALL NO EXCEED 44 FT. MGMT BOX FIBER 24. SEE DETAIL 15 DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL ° i DETAIL A NOTES: 3, 4, 14 -----------------J TYP FOR 2 CABLE CONNEC _E CONNECTION. DETAIL 1150C FO ALARM CABLE REQUIREMENTS. ° RAYCAP CAP 6 AWG a AWS & 700 MHz 25. SEE DETAIL 11 DC6-48-60-0-1B-0 a )-0-18-01 °a LTE BBU ~6 AWG ~~6 AWG ° ° NOTES: 3, 4, 15 i, 4, 15 NOTES: 1, 2, 5 4 a 2 AWG GPS ANTENNA & _ SURGE SUPPRESSORS NOTES: 3, 4, 24 o c (12) 1/C 12 AWG c + ALARM CABLE (2) 1/C 1 AWG Al ALCATEL-LUCENT 9412 BB TYPE 2 E N IN 2" LFMC `0 « NOTES: 3, 4 FF- CLASS B IN 2" r. CABINET WITH (1) 9926 (BBU) CYCTF CVCTP-AA nl1A(_1?AAA Trw/P- ? CITE w VIA ILIYI V11/\VI\/\IYI• IV\/LI\ IIV 0 48V DC BREAKER PANE AKER PANEL LFMC CONDUIT - NOTES: 1, 2, 5 " I ` WITH OUTDOOR BASE BAND o r (1) 100A & )OA & NOTES: 3, 4, 5, 6 WD 2 COUNT, SINGLE MODE FIBER (2) 4/0 AWG IN (6) 15A BREAKERS 3REAKERS LALARM CABLE NOTES: 1, 2, 5 (TYP FOR 2) A AND RRH'S ON TOWER 2 1/2" IMC/RNC NOTES: 3, 4, 8, 9 4, 8, 9 NOTES: 1, 2, 5 CONDUIT _ 66 BLOCK SIAD 1 2" LFNC CONDUIT _ _ NOTE: 10 $ NOTES: 3, 4, 23 - NOTES: 3, 4 (W/ PULL STRING) OOH DETAIL (TYP FOR 2) c ALARM CABLES NOTES: 3, 4, 6 01 SCALE: N.T.S. a 1 24V TO -48V -48V 1 NOTES: 3, 4, 25 -L- c TO (2) 25OA CONVERTER ERTER c BY OTHERS NETWORK INTERFACE DEVICE 0 > BREAKERS IN MODULES E 0 24V DC POWER W/ 2KW MODULES PLANT NOTES: 3, 4, 7 3, 4, 7 = (VARIES BY MARKET) NOTE: 12 c~ 6 AWG W L 2 AWG CHASSIS GND m OUTDOOR CABINET CABINET = c Ma c 2 AWG 0 0 N L C o ; 0 0 `o Z a . L c 0 0 U •y E-0 SITE NAME: CUTCHOGUE )GUE Fo M W ® at&t BECHTEL ASSOCIATES 0 w?' a3 a- a) Y1027 at Oft * * SYSTEM DIAGRAM PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 c a) c w A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC )S RC 04g 9'^ e, JOB NUMBER DRAWING NUMBER REV 3 r CUTCHOGUE, NY 11935 FREDERICK, MD 21703-8386 USA ao_ SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK tK `ROFE $jOHP . 25736-415 T3-NYCENY1027-E01 0 v as sa , . J ANSI °D n AWS AWS 700 U , SECTOR A :CTOR A SECTOR A D POWERACA13LESC 6/C 8 6/C 8 AWG POWER POWER CABLES U M U 'o ALCATEL-LUCENT a ~ d M ~ a 9412 CABINET W/2 48V DC + a ° 9926 (BBU) INPUT - 3 0 3 O ~ O a a w o a w C ~ m o v a 0 z c) 0 m L a -L ~ o m a 41 E - ? ? + - ? ° NOTE 12 I + I + I + I + 1 + I + (NOTE 11) (NOTE B o RM o 0 co 0 o En cn cn VI cn 1) (NOTE 11) 2/C POWER CABLES + - E3 (6 TYP) (NOTE 6) eAM 7OO ALA o0 00 00 33 33 X33 a JACKS ALARM I, In In n I~ n a¢¢ a a s n CABLE m m o ci a¢ m m 0 0 V o _ ALCATEL-LUCENT re NC I 9926 (BBU) 48V DC 5` 0 cc 70OMHz INPUT _ m C - + - + EE - + - + EE T m ALARM 1 DC SURGE SHELF RAYCAP DC6-RM (NOTES 2, 8) 1 6 AV 6 AWG ALARM 6 AWG CKS O co n FIBER PORTS JA GND - + - + - + - + - + - + CABLE TO JUNCTION BOX TO ° 3. 1 2 3 4 5 6 T1 RJ45 WHEN REQUIRED _ AGROUND GROUND E . `ow pppppp JACKS (NOTE 9) --1 AWS 700 (3 TYP) AWS I I :CTOR B SECTOR B 6 AWG - 6 AWG I I SECTOR B ° Lo ALARM C14 eAM AWS I I JACKS TO EQUIP. L_ _J 0 E! CABINET NC - U M U M U M ~ I C it o c ALCATEL-LUCENT B GROUND m o x o °p U 9926 (BBU) 48V DC BAR A-AWS+ o a w w a w w o a W x ° AWS INPUT m z U T 5 (12) 1/C 12 / 1/C 12 AWG A-AWS- z o m L~ U 0 u- Q ALARM POWER CABLES ER CABLES A-700+ _ ? ? 40 + ? ° FIBER PORTS JACKS GND A-700- + + + - ? ? 1 2 3 4 5 6 T1 RJ45 B-AWS+ FIBER & POWER o ° JACKS 00 ,¢n N N B-AWS- + DISTRIBUTION + r U f' ~ N C _ WITH E B-700± + 48V SURGE PROTECTION + I I FtAYCAP DC6 d) o -48V ' C-AWS+ (NOTE 7) N'a C-AWS- + + c 6 AN 6 AWG 6 AWG SUPPORT C-700+ + + TO STAND (4) 1/C 4/0 AWG POWER CABLES OV TO 0 C C-700- GROUND GROUND 2AWG o v +24V INPUT +24V INPUT r , TO FEED A FEED B (NOTE 3) 24V TO -48V CONVERTER AWS AWS 700 WITH SECTOR C [CTOR C SECTOR C INTEGRAL -48V BREAKER PANEL o GROUND (NOTE 3) INTE (NOTE 2) 2 AWG ~J M t U 2 FACTORY a ! a o WIRING TO _ _ a I m o w o 3.1 a m Of a m p u E - ALARM ALARM CABLE GROUND j I a TERMINAL -1 TO 66 BLOCK I I m 5 zz U m 5 o c +GND 0/P (NOTE 4) (NOTE 3) OV BLOCK (THIS SHEET) I I o m o LL a U' 0 6= a • • - GND I/P L_ _J t-? ? + ? o ,L~ INSTALL (2) (N) 250A BREAKERS 6 AWG -6 AWG 0 ° 24V 2 AWG (NOTE 5) (NOTE 5) a (NOTE 10) i c r TO EQUIP. CABINET I NOTES GND BAR -L 6 AV 6 AWG 6 AWG ° E L L QV •un ui n y 17 ALIM lki AAw 01 '1 1 onv it 1 icrn 1 ADCI CUAi 1 017 ni ioA01 r cn r Anurcnir rn TA LAkitL I„t UL; t'UWLK LALILta Ai ovin riwa Ur rvGmi vvinQ miw nv C MI\V III Mill FVLL uwn 1. v.aw. Iwi-l- lnI-l- Vv v , Iv W o WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, 1 SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A-AWS+". GROUND GROUND o L 2. INSTALL IN AUXILIARY EQUIPMENT CABINET. C 3. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE C FERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1" CENTER. WIRING DIAGRAM, OUT PART OF DC POWER PLANT 4. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO- BACK-TO-BACK ON OPPOSITE SIDES OF PAD USING 1-HOLE 3/8" TERMINALS. A. OUTDOOR tr- 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 1/4" ON 5/8" CENTER. BASE BAND AND RRHs ON TOY DN TOWERZROOFTOP, 0 CRGB 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. WIRES NOT SHOWN FOR CLARITY. DC/DC CONVERTER. RTER, DC6 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NC N a(} P 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. c ` 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLI iE INSTALLED Q 3 41 DETAIL 0 ui IN CONDUIT AS SCOPED BY MARKET. DETAIL >0 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER A NVERTER AND 24V o DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. 02 SCALE: N. IQ 1 UN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE SCALE: N.T.S. 11. THE BARE WIRE OF EACH MULTI-CONDUCTOR CABLE AND DRAIN WIRE W m Lm EQUIPMENT CABINET GROUND BAR. 0 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS INNECTIONS. c i° o0 N m t 0 C o ; 0 0 O Z 0 . 0 U N F NEh, ® at&t SITE NAME: CUTCHOGUE o PF N BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 * RRH WIRING DIAGRAM O gym ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 at&t ~ D P p 2w, m CUTCHOGUE, NY 11935 o, 3 r p4o) 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC .asq e ° qr".- d01 JOB NUMBER DRAWING NUMBER REV N y ~ •c FREDERICK, MD 21703-8386 USA 0_.o SCALE: AS NOTED DESIGNED BY: KK DRAWN BY. KK FEssto . 257 - 25736-415 T3-NYCENY1027- E02 0 o - U o_Q szE z3' , s,' Arsi °o'. I SYMBOLS T ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) r- U S/G SOLID GROUND BUS BAR m 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS TS 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE OF THE NEC AND TELCORDIA. WITH NEMA, UL, ANSI/IEEE, AND NEC. S/N SOLID NEUTRAL BUS BAR 00 a 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUPPLEMENTAL GROUND CONDUCTOR 3 TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO S TO o CONTRACTOR FOR APPROVAL. 0 25. WIREWAYS SHALL BE EPOXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN aTo 2-POLE THERMAL-MAGNETIC a 0 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 0 CIRCUIT BREAKER o THE NEC AND TELCORDIA. 3R (OR BETTER) OUTDOORS. r E SINGLE-POLE THERMAL-MAGNETIC U O 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR 0 o CIRCUIT BREAKER EPOXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, m o 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. I v c 0 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOF KITH COLOR- OR NEMA 3R (OR BETTER) OUTDOORS e CHEMICAL GROUND ROD ),._c CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV UV 27, METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPOXY-COATED, OR NON- ® GROUND ROD 0 m PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH MATCH CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) DISCONNECT SWITCH EXISTING INSTALLATION REQUIREMENTS. c INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. m v 3 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR QM METER E ELECTRICAL TAPE (3M BRAND, ilh INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE aL). PHASE 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND ° TD CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION ELATION RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ¦ CADWELD TYPE CONNECTION TM REQUIREMENTS. 0 In 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR a 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID ,nPLASTIC LABELS. 3ELS. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. COMPRESSION TYPE CONNECTION U ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE U CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND GROUNDING WIRE 4RD AND 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD v 0 CIRCUIT ID'S). AGAINST LIFE AND PROPERTY. 0 U 0 ° 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 0 ° 115 DETAIL AGL ABOVE GRADE LEVEL -6 0 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP )VE SHARP EO3 SCALE: N.T.S. I AWG AMERICAN WIRE GAUGE N o. EDGES. USE LOW PROFILES TIE WRAPS. 0 U BCW BARE COPPER WIRE 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR DNDUCTOR E (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATE ;ABLE RATED BTS BASE TRANSCEIVER STATION o FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USI YSTEM USED, TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) UNLESS OTHERWISE SPECIFIED. (E) EXISTING EG EQUIPMENT GROUND 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR AWG OR 1. RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR EGR EXTERNAL GROUND RING ° = LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE PER R CABLE o RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSI EWAY SYSTEM REPLACEMENTS. EMT ELECTRICAL METALLIC TUBING I USED, UNLESS OTHERWISE SPECIFIED. 'Ei N 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION . 0 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 1NGLE 3. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR ° CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. GEN GENERATOR c REPLACEMENTS GRC GALVANIZED RIGID CONDUIT ° 0 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (12 AWG (12 AWG OR 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE IGR INTERNAL GROUND RING (HALO) E LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C =0R 90 'C (WET MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECHNOLOGIES CO ° AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE SS ZE PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A IMC INTERMEDIATE METALLIC CONDUIT 0 OTHERWISE SPECIFIED. CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR m DIRECTLY ADJACENT. MGB MASTER GROUND BAR o 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENI ND WIRENUTS N BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS NO LESS THAN 5. T1 TVSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) MIN MINIMUM O 75-C (90-C IF AVAILABLE). O N.T.S. NOT TO SCALE 0_«• 6. THE SUBCONTRACTOR 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 WITH FINDINGS TO CONTRACTOR. PVC RIGID (SCH.40) POLYVINYL NEMA, UL, ANSI/IEEE, AND NEC. 0 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHLORIDE CONDUIT NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. RIBS RADIO BASE STATION o _c 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. C f/1 REF REFERENCE 0 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR 40, DETAIL ° RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED EXPOSED 117 REQ REQUIRED INDOOR LOCATIONS. v E03 SCALE: N.T.S. RF RADIO FREQUENCY RGS RIGID GALVANIZED STEEL CO 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC u CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. _LIC TRANSPORT T1 LINES RWY RACEWAY N C ~ SIAD SMART INTEGRATED ACCESS a 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ONS 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA o ABOVE GRADE. DEVICE V > 70), CHAPTER 8. O TBD TO BE DETERMINED E ° 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED ~ o BE USED 2• ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, TBR TO BE RESOLVED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFOI N REINFORCED INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. p CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. s 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. TYP TYPICAL VIF VERIFY IN FIELD 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, TDOORS, 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE 0 0 N N "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: I 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 2 THE o « LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. AT&T UMTS I ° o LEC CCT# i p ABBREVIATIONS & SYMBOLS Z `O E03', SCALE: N.T.S. a . C 0 U N E -0 N BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE iOGUE Fo MEW H ® at&t m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 NY1027 09 ~F co * ELECTRICAL, TVSS NOTES, o A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 ` 48 at&t w ABBREV. & SYMBOLS 3 r 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 5 ° FREDERICK, MD 21703-8386 USA Q O L 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC GS RC ~3~0 54'91 E22 J013 NUMBER DRAWING NUMBER REV SCALE: AS NOTED DESIGNED BY. KK DRAWN BY: KK O'C= U o_Q KK pRiFESS~ONP~ 25736-415 T3-NYCENY1 027- E03 0 „ILE 2' APISi 'b" I N . GROUNDING NOTES (AS APPLICABLE) r_ 6 AWG STRANDED Cu ANDED Cu IING NEWTON INSTRUMENT COMPANY, INC. WIRE WITH GREEN, 6( GREEN, 60OV, M o 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY ) BY BUTNER, N.C. OR APPROVED EQUAL THWN INSULATION LATION E (SUNLIGHT RESISTANT RESISTANT) o THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE R NO. REQ. PART NO. DESCRIPTION OR BLACK MARKED MARKED a WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR AS REQUIRED BY NE( =D BY NEC ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 0 1 1/4"x4"x30" SOLID GND. BAR GROUND BAR ON- T ~ G BAR ON 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC a o POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING kC O2 2 A-6056 WALL MTG. BRKT. WALL, FLOOR DOR ANTENNA OR ON NTENNA WER O3 2 3061-4 INSULATORS TO TOWER r CONDUCTORS IN ACCORDANCE WITH THE NEC. U O m O E ® 4 3012-1 5/8"-11x1" H.H.C.S. a 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING PER IEEE LL O 4 3015-8 5/8 LOCKWASHER 0 U 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL c SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS iS SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY TY ~~5 cap ° m GROUNDING FOR CELL SITES. DOUBLE CRIMP o ~o 0 ,olIo, ~0 0 T CONNECTION 0 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED INTERIOR - E::~r 0 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED QE ED GROUND RING 3 .z E AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. i 0-0 EXOTHERMIC WELD ~ ANGLE SHOWN TO ELDLD ILLUSTRATE WELD C ^ 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN L 1 2 5 (WELDING ROHIBITED BITED AT THE LOWEST ° to INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR R C~ ON ROOFTOPS) POINT ON THE BAR c w BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. OA U P ° 13" -2 AWG SOLID BARE TINNED N ° 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. U COPPER GROUND CONDUCTOR. c 4" EXOTHERMIC EXOTHERMIC WELD TO BURIED 2 0 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION ON 13" -0 WELD GROUND RING AND GROUND BAR O AND BOLTED GROUND CONNECTIONS. `0 0 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL :L HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. v EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE IN INSTA ILATION OF GROUND WIRE 0 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 118 118 TO CO CABLE GROUND BAR DETAIL N CONNECTIONS. ORIGIN AND DESTINATION. v E E04 SCf E04 SCALE: N. F.S. 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED DIED SECTION "P" - SURGE PROTECTORS y O TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TO TOWER MOUNTED TO TRANSMIT 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING )ING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) F AMPLIFIER UNITS ANTENNA FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING (TMA) (WHEN TELCO GROUND BAR (2 AWG) REQUIRE) AND TYPE CONDUIT CLAMPS. COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) RII RECEIVE NTENNA 0 ° BE +24V POWER SUPPLY RETURN BAR (2 AWG) 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE -48V POWER SUPPLY RETURN BAR (2 AWG) ° ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC TX WEATHERPROOFING 0 CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE BE RECTIFIER FRAMES. KIT (TYP.) _c ° HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS :H AS COAX SUPPRESSION i (D 2 PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC TTALLIC RX1/RX2TJ~ RX1/RX2 CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE HE SECTION "A" - SURGE ABSORBERS RX1/RX2 METAL CONDUIT. m ° INTERIOR GROUND RING (2 AWG) ANTENINA CABLE 5 EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) KIT (TYP.) 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS DNS METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) JUMPER CABLES ~L BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS ILES STANDARD GROUND 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) KIT (TYP.) ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. (SEE NOTE) a O O SECTION "I" - ISOLATED GROUND ZONE 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. c " O r _ rn ISOLATED GROUND BAR - IGB (2 AWG) CONNECTOR ;TOR ~ L ° WEATHERPROOFING -ING Er YP.) DETAIL NOTES: KIT (TYP.) W C_ O - L 0 1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO C -N GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE FROM TMA - ROM TMA #6 AWG STRANDED Cu WIRE , N PARALLEL EXOTHERMIC WELD. (WHEN REQU NHEN REQUIRED) 60OV, TIHWN RINSULATION 'D - (SUNLIGHT RESISTANT) O O 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH U I- SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1" HIGH LETTERS. BE (GROUND m aJ REFER TO DETAIL AR), C O Q NOTE: 118/E05 TO NEAR/ cC BELOW ANTENNA U > 1. DO NOT INSTALL CABLE G _L CABLE GROUND SEE NOTE 2 O KIT AT A BEND AND ALWA I AND ALWAYS DIRECT E~ m o GROUND WIRE DOWN TO ( DOWN TO CIGQE m (RGB) REFERENCE GROUND BAR - DETAIL 2. EXISTING CIGBE MAY BE L MAY BE USED IN #2 AWG Cu STRANDED CONVENIENTLY LOCATED. LOCATED. WIRE WITH GREEN, r 60OV, THWN INSULATION ~ rn c (SUNLIGHT RESISTANT) ri c BONDED TO STRUCTURE 0 0 OR BOTTOM N y L 119 MASTER/EQUIPMENT GROUND BAR DETAIL CONNECTIC NEG+TION O li GROUND BAR. EO4 SCALE: N.T.S. (1022 GROUND WI 1 13 DETAIL UND WIRE T GROUND BAR 00 4 SCALE: N.T.S. o Z E04 SCALE: N.T.S. a . N.T.S. `o c U • q~GOFv EW } ® 8t&t SITE NAME: CUTCHOGUE IGUE (1027 at Oft m a BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 c d GROUNDING NOTES & DETAILS © I ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 .s c 7 -c 046q S' JOB NUMBER DRAWING NUMBER REV c 3 s i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 0 01/21/13 LTE-ISSUED FOR (CONSTRUCTION NG GS RC O"ROFE 9~~1?P~'O 25736-415 T3-NYCENY1027-E04 0 FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED DY: KK DRAWN BY: KK :K o ..o 0 SIZE A11S "G" oQ I i N (D ~T I L U a) V m ~ NOTES: 4z 1. THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BI o qj SHALL BE IMPLE ENTED ONLY ON TOWER SITES, WHERE THE +L+ Q REMOTE RADIOS (RRH/RRU) ARE MOUNTED ON THE TOP OF TOP OF THE TO ER. CSRF SHALL NOT BE DEPLOYED ON 1 1 ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS ;H/RRU IS MOUNTED ON THE GROUND. ah ° O c 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHIC TIES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES _ o ACROSS ANY TWO OR MORE SECTORS. a~ L E! RMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. o a a m " . LTE 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UP( ANTENNA 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEI ED 35 FEET FOR 11700 MHZ AND AWS FREQUENCIES. ry\ AZ __~-J-BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCI GUIDANCE.) L c " t\~} (NOTE 15) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLE m ESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs SHALL / I BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFII JAL CONFIGURATION. (E.G. LOW RF HEIGHT ON A SELF / SUPPORT TOWER, WHERE THE DISTANCE BETWEEN SECTORS 1 SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS BETWEEN ADJACENT SECTORS.) o ~ 6. ALL RF CABLE (JUMPER) LENGTHS SHALL BE WITHIN 9 FEET IN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR c r. EXAMPLE, ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN 5 FEET IN LENGTH. THEREFORE, GAMMA SECTOR'S LONGEST o Lo / c N A,* JUMPER CAN BE NO MORE THAN 15 FEET LONG (6'+ 9'= 6'+ 9'= 15'). U / iH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE J 7. FOR SITES WHERE CSRF 'WILL BE IMPLEMENTED WITH EXISTIN ^op REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE 1 ENSURE LENGTHS COMPLY WITH NOTE 6. 0 700 / 00 8. ALL RF CABLES JUMPERS SHALL USE PRE-MADE JUMPERS 1 JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH ENDS. 61RRH/RRU 0-0 Q- / o 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM :RS FROM APPRO%ED RF JUMPER CABLE MANUFACTURERS / FIBER/SURGE LTE / PROTECTOR (ANDREW AND RFS). N j ANTENNA N O_ Q 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPEF 'H PROPER TORQUE AND WEATHERPROOFING. ° / V C E 700 (-45) / FIBER CABLE (6 TYP) 11. JUMPERS SHALL HAVE RF SWEEP PERFORMED. v ANTENNA -o GAMMA 700 (+45) (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM T 'H FROM THE FIBER/DC SURGE PROTECTION BOX TO THE 0 SECTOR AWS -45 / SUPPORT o N AWS (+45) STRUCTURE RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE :D IN THE FIBER MANAGEMENT BOX. 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDII f EXCEEDING 3 FEET. I 14. THIS DETAIL SHOWS LTE IRF JUMPER CONNECTION. ROUTING ROUTING IS DIAG,AMMATIC. SEE ANTENNA PLAN IN THIS SET \ N ~ OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REA i AND REMOTE DIGS. I dTx/Rx2 \ \ U \ :TOR) ARE SCOPEQ BY MARKET, COIL EXCESS FIBER CABLE flN c ~ RRH/RRUAWS \ (E15.WHEN CONDUIT AND JUNCTION BOXES (1 PER SECTOR) ARE - - Tx/Rx1 \ \ \ ip CTION BOX. ° Al yE \ ~G + I m0 \ oc-\ ~ ~(D L O \ LEGEND: N a) AWS RRH/RRU COAX CABLE JUMPER - - O o a y 0 700 MHZ RRH/RRU COAX CABLE JUMPER 'ER c w L ~ J EL f A era 0 c N f~ o L 0 c LTE CROSS SECTOR REDUNI REDUNDANCY FEATURE v c 0 s I& (CSRF) JUMPER CONF CONFIGURATION U ~ H JJ N `e(j C_ F DETAIL 150 1506 O Q G NTS E0 E05 ~ O pj U > o~\ O I E~ ~ o I m N ~ FLAN VIEW =W ~I o~ N N L 0 0 3 0 0 `O Z a . O 0 U N FpN~E o} ® at&t 'HOGUE c E SITE NAME: CUTCHOGUE m N BECHTEL ASSOCIATES ENY1027 LTE CROSS SECTOR REDUNDANCY FEATURE PROFESSIONAL CORPORATION SITE NUMBIER: NYCENY10Z 48 at &t w (CSRF) JUMPER CONFIGURATION 21855 COUNTY ROAD 48 A UNIT OF BECHTEL CORPORATION 135 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC IG GS RC `FQ I04S4 9 JOB NUMBER DRAWING NUMBER REV o, 3r. L i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 gpFessigN"` FREDERICK, MD 21703-8386 USA 0-0 SCALE: AS NOTED WESIGNED BY: KK DRAWN BY: KK 0 25736-415 T3-NYCENY1027-E05 N: KK 0 aQ APSI - I