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HomeMy WebLinkAbout38008-Z ��o�c,1lFfOl,��pGy Town of Southold Annex 3/13/2014 P.O.Box 1179 � a 54375 Main Road oy Southold,New York 11971 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 See/Block/Lot: 96.4-19.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed 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 Facility 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 'y Sijtiatuk ' TOWN OF SOUTHOLD �SUFFac,��oG BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY y'fJpl � �azt-4 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 Facilty & 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 1/2 412 0 1 3 and approved by the Building Inspector. To expire on 11/6/2014. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -ACCESSORY BUILDING $50.00 Total: $550.00 4"-LS9& Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00, 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 * Date. &rt l l d[3 Upgrade/Modification to existing wireless telecommunications facility —' New Construction: X* Old or Pre-existing Building: (check one) Location of Property: 21855 C.R.48 Cutchogue House No. Street Hamlet Owner or Owners of Property: Arthur V.Junge Suffolk County Tax Map No 1000,Section 96 Block I Lot 19.1 Subdivision, Filed Map. Lot: Permit No. Date of Permit. Applicant:New Cingular Wireless PCS,LLC("AT&T') Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate* (check one) Fee Submitted:$ 50.00 New Cingu i ss S,LLC B AlftanVM6ature Doug Hall,President of Shore 2 Shore Wireless,lnc., Agent for Applicant �o,\pG SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.richertCab_town.southold.ny.us Southold,NY 11971-0959 C4UN1`I,a 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 X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey 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 Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock El Exit Fixtures TVSS Other Equipment: up grades to cell tower, BBU Purcell Cabinet, Radio Power DC-6 (1) 48V DC converter,2-250a breakers Notes: Inspector Signature: Qi�, Date: Jan 2 2014 81-Cert Electrical Compliance Form.xls • i 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. PERr&T NO. � � Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 24 3 Storm-Water Assessment Form Contact: Attorney for Applicant: . Approved 2 (3 Mail to: Re;Nielsen,Huber&Coughlin,LLP Disapproved a/c �U D ` 36 N.New York Ave.,Huntington,NY 11743 Phone: 631-425-4100 Expiration 1i20jf ` Building Inspector -APPLICATION FOR BUILDING PERMIT k Date S uG r+ 20� INSTRUCTIONS a.This application MUST be completely filled in by'typewriter or in ink and submitted to'the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.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 shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the 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 reinoval or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PC$,LLC (Signature of applicant or name,if a�t Limited Liability Company 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.Junge limited liability.com any (As on the tax roll or latest deed) �f ap 'cant iS�.; gi atpure of dulyauthorized officer BeW lar Wue el Ys eMC ame and title oke�) Ooug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Builders License No. Plumbers.License No: N/A Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 21855 County Road 48 Cuichogue House Number Street Hamlet County Tax Map No. 1000 Section 96 Block 1 Lot 19.1 Subdivision Filed Map No. ►,b> p, , a•, a•wi =:� ,1•;r:V, ►59 v :►:aa,f` **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 exising public utility wireless telecommunications facility as depicted in the plans submitted herewith.**(Description) 4. Estimated Cost jgn&V=�� $117,750.00 Fee (To be paid on filing this application) 5. If.dwelfng,number of dwelling units N/A Number.of dwelling units 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 usefae; ity * 7. Dimensions of existing structures, if any:Front Rear Depth Height Number of Stories *Existing_108.5_' monopole and AT&T/e-4 sting. equipment area 18'4" x 10, Dimensions of same structure with alterations or additions Front Rear Depth Height Number of Stories *Same as existing _ S. 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?YES NO X. 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES ' NO 418 Moulton Hill Rd: 14.Names of Owner,of premises Arthur V.Junge L Address man NH 03585 hone No. 603-838-8982 Name of Architect Bechtel Associates Professional CoDAddress N15 Phone Nov 571- 073�) Name of Contractor&W I CclmrAunio&_fi=Zl►1(Address jan Paraacn lPnveAaitc Phone No. a 1-571- C 7q°I �`—a1e.n,sml�ys 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 pr 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 C� Q Doug Hall being duly swom,deposes and says that(s)he is the WRRkmA (Name of individual signing contract)above named, jg� ppcd-,e 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 l 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. �Swor t before me this /� _ y of 7'u� -4y- 20_L3 Ne far Wirel ss PCS.,LLC �• BY. ' Notary Public Signature of Applicant Patrick S. O'Rourke Doug Hall President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Ngtary Public State of New York Print Name/Title above No. 01OR62 5209'. Qu#lifled In Nassau County Commision Expires Dee. 5, 20�� pF SOilryo! o � Town Hall Annex Jf Telephone(631)765-1802 54375 Main Road N (631}765-95 2 P.O.Box 1179 Q roc er_richert at,' to`wn.soutt�a1 ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Margarita Figueroa Date: 12/27/13 J Company Name: J.A. Lee Electric, Inc. Name: John Lee i 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 I *Address: 855 County Road 48 Cutcho ue, 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) swap antennas, install•a 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: YE 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 .82=Request for Inspection Form pf SO�lyo�o TOWN OF SOUTHOLD BUILDING DEPT. vl 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) N ELECTRICAL (FINAL) REMARKS: DATE r INSPECTOR , 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [Z- FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - 9' L l DATE INSPECTOR r FOR INTERNAL.USE ONLY f SITE PLAN USE DETERMINATION Initial Determination �_��� Date Sent: Date: Project Name: Project Address: Suffolk County Tax Map No.:1000= _ _ 1 Ij Zoning District: �-l Request: o (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: %S Initial Determination as to whether site plan is required: bl Signature of Building inspector Planning Department (P.D.) Referral: P.D. Date Received: Date of Comment:� �--- . Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature o uildinq Inspector FOR INTERNAL USE ONLY AN USE DETE-R-M NATION SITE PL . Initial Determination .: Date Sent: f�1 13 Dafie:JL_/ate__±3L Project Name: Project Address: a « � Suffolk County Tax Map-No.:1'000=�= _ l Zoning:District: 1 Request: o Building Permit App lication and supporting documentation,as to (Note: Copy of -proposed use or uses should be submitted.) initial Determination as to whether use is permitted: Initial Dete.rminat'ron as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.).Referral: \ P..D. Date Received:�_f_ �� Date of Comment- 0. LXkA- Comments: e - S . Signature of Planning Dept. Staff Re i wer Final Determinatioln:. Date: JAN 31 20@3 _ APR 12 2013 R__..._...._..__� Decision: 4 TOWN OF SOUTHOLD { Signeture, 6f I3uildinq Inspector I MAILING ADDRESS: PLANNING BOARD MEMBERS O� O f SQU,, P.O.Box 1179 J. y Southold, NY 11971 OI Chair � 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 ��ij'A9uNT`t Southold,NY 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 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 �F S0 P.O.Box 1179 DONALD J.WILCENSKI O�� yQl Southold,NY 11971 Chair h � OFFICE LOCATION:, WILLIAM J.CREMERS Town Hall Annex;,' INC PIERCE RAFFERTY G Q 54375 State:R'oit'e''25; JAMES H.RICH III Q�'iCOU '� (cor.Main Rd. l Youn MARTIN H.SIDOR gs Southold, NY Telephone: 631 765-1938`;' Fax: 631 765-3136 LANNING BOARD OFFICE TOWN OF SOUTHOLD 4 , 2 t 2013 MEMORANDUM BLDG,DEPT. TOWN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Planning Director �lC Date: April 30,2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades at Junge SCTM#1000-96-1-19.1 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. MAILING ADDRESS: PLANNING BOARD MEMBERS jF SQUry P.O.Box 1179 DONALD J.WILCENSKI �OV� Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III 1p (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR v COU�ITV Southold, NY �Y 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. — MAR 12 2014 BLDG. DEPT. TOWN OF SOUTHOLD RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORH AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J. NIELSEN April 17, 2013 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS, LLC ("AT&T") Proposal to modify existing telecommunications facility at Premises: 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: J . Cou JJC:mk Enclosures RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORx AVENUE HUNTINGTON, NEw YORx 11743 TELEPHONE: (031) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J.NIELSEN January 24, 2013 By Hand Mr.Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS, LLC("AT&T") Proposal to modify existing telecommunications facility at Premises: 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: 1. 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: ohn� lin JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director �.A C0ja [Am- IEE MRANIES a CA— * DUILDINO y CONTRACTORS ASSOCIATION 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:718-729-4111 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 , Margarita Figueroa SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O�y �Q COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD January 9, 2014 Re, Nielsen, Huber& Coughlin LLP 36 North New York Ave Huntington, NY 11743 Re: ATT, 21855 County Rd 48, Cutchogue, NY TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) 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 g 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/O/F TOWN OF SOUTHOLD 188.15' 2.2'NW >y, N 23010011 E E C E C AI N L F IN 10.9'SW 10.4' 4.0'NW STORAGE BIN 17.7•SE 8.6'SE MONOPOLE G R A S S 1 STY ..............:f-.. 165'.................................�--a............. ...........-- m METAL & FRAME ---------------- - --zz--- a- GRASS �z r —j w w N Z W In W Z> > J O - o APPROXIMATE LOCATION OF GATE Z Q a U VERIZON EASEMENT GA o~ I (RECORD-EXIBIT "A" V105786) P4 Z3 � I c 9.3'SW cli a N � ~ z I UNDERGROUND VERIZON o.� I WIRELESS CONDUIT I (RECORD-EXIBIT A V106723) N W 1 I o Oo o I z ! �' ASPHALT PARKING I z TAX LOT #19.1 EDGE OF ASPHALT z AREA: 13.1'SW to fn I ( 45,589 Sq-F. Wow to a IN4 1-0465 Acresof 3z I ASPHALT PARKING wo I O� I11_____ ROOF OVER o 105.15 1 ?. #22155 ±101 I STY CONCRETE FRAME I i 21895 I 3 I �wf Ii � i W I 227 1 N STY I > w ( , `� METAL. I Ij (AUTO SHOP) O I , , N I I j 105.15' V2 I -- R GT- to V'1 C O E A M V TT 1^----- ZE O II � -----------R-O OFA ------- -------- : J p ZM r ry ir ''' ��j z I I I ' Q a _N a z O TAX LOT #20.1 ~ Z F-+ o II m 1-0 N/O/F CHRISTOPHER MOHR o W w0 o o GRASS <a_ �� �J z 41 III o' GRASS o a m 8s� 0 v ( ' 3 0 o�fn 3 3 703.32'(ACTUAL) WOOD CUR z�.N t750' (DEED) LU LILCO TILITY POLE �/ UTILITY POLE #420 / #421 _ CONCRETE CURB N URB 1 168.1 ELEC. CONDUIT 411 S 2505210`1 W (MARK-OUT) MIDDLE (120 VADE) ROAD NOTES: (C.R.-48) 1. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES 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 STRUCTURES OR ANY OTHER IMPROVEMENTS. 2. CONSULT WITH THE HIGHWAY DEPARTMENT BEFORE DESIGNING, 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 DEPARTMENTS. AND/OR PRIVATE UTILITY COMPANIES RECORDS, AND/OR UTILITY MARKOUT- THIS SURVEYOR ACCEPTS NO RESPONSIBILITY FOR ANY OF THIS DATA. SURVEY- OF PROPERTY LOCATED AT: SUBSURFACE UTILITIES ARE NOT CERTIFIED AS TO THE ACCURACY AND/OR SU COMPLETENESS. 4- ALL SUBSURFACE UTILITY LOCATION AND DEPTH SHOULD 13E RECHECKED AND 21855 C.R.-48, CUTCHOGU PREFERABLY IN SHOULD BE VERIFIED ENCINGG TOPOGRAPHICAL OR BUREAU. TOWN OF SOUTHOLD S. 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 PORK OF INDUSTRIAL CODE PART (RULE NO. 53) BEFORE ANY EXCAVATION OR DISTRICT ....... 1000. SECTION ....... 96 DEMOLITION IS COMMENCED. THESE LAWS REQUIRE EACH EXCAVATOR To GIVE BLOCK 1 , LOT(S) i 9.1 ADVANCE NOTICE TO ALL OPERATORS OF UNDERGROUND FACILITIES OF HIS .,_._._ -••••-- INTENT TO PERFORM EXCAVATION OR DEMOLITION IN THE SPECIFIED AREAS. 7- ALL DIMENSIONS ARE IN U.S_ STANDARD MEASUREMENTS 8. EASEMENTS NOT SHOWN ARE NOT GUARANTEED. DA1£ t7.B 1 } R�nsoNs DESCRIPTION • ... \0 my copies from the original of this survey marked with an 1. PROPERTY SURVEY AS CO. 06-04-09 ASC09112 riginal of the land surveyor's embossed seal shall be onsidered to be valid true copies. SURVEYED BY nouthorized alteration or addition to a survey map bearing ARKADIUSZ JUSEGA, P-LS. ' licensed land surveyor's seal is a violation of section 7209, ub—division 2, of the New York State Education Low. �.• ertification Indicated hereon signify that this survey was /Ja �5 r and S accordance with the existing Code of Practice /�SURVEWNG COMPANY S� 05L`•• V`C or Land Surveys adopted by the New York State Association $Cale: h C, f Professional Land Surveyors. Said certifications shall run my to the person for whom the survey is prepared, and on 58 East Beverly Parkway . is behalf to the title company, governmental agency and Valley Stream, NY 11580 .lob No: .ending institution listed hereon, and to the assignees of the WWW•cscny-rtet MT DESIGN GROUP, Ir1C.. ending institution. Certifications ore not transferable to TEL: J16 792—fi676 AW-09112 dditional institutions or subsequent owner. i State of New York 20= 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 D 2'C E V E Heather M. Lanza,AICP �C l� Planning Director MAR 18 2013 Town Hall Annex Building southold Town 53095 Route 25 Planning Board 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 ■ ■■■■■■■■ Site/Facility:NYCENY1027 a O 21855 Country Road Consultants, Inc. Cutchogue,New York 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 S. 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. AT&T Mobility � ■ ■■■■■■ Site/Facility:NYCENY1027 IR40 O 21855 Country Road Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade with Tower Modification RAD. CENTER.OF METROPCS ANTENNAS 111—B' fi A.G.L. TOP OF TOWER 108'-6' t A.G.L. -- — � RAD CENTER OF VERIZON ANTENNAS RAD. CENTER OF T—MOSILC• ANTEN� 60'-0" f A.G.L. RAD, CENTER OF NEXTEL ANTENNAS 80—0" �- PROPOSED RAYCAP DC6 DOME ON NEW PIPE MAST ON T�ARM TOP OF AT&T ANTENNAS: ALL SECTORS c L 1102/A45) FOR 72'_0. aG.r_ SEE DETAIL 1116 ADS INSTALL(2) PROPOSED RMI'S ON T--ARM (TYP. ALL THREE SECTORS) EXISTING (1)ATdcT ANTENNA TO REMAIN (SEE DETAn. 1/AO4) SNAP (I) AT&T ANTENNA FOR PROPOSED ANOREW AT&T ANTEZINA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&3/AO3) SWAP (1) AT&T ANTENNA FOR PROPOSED—M EXISTING MONOPOLE AT&T ANTENNA(lYP. ALL THREE SECTORS)(SEE DETAIL 2&4/A03) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE !MODIFIED IN ACCORDANCE WITH PAUL J FORD STRUCTURAL U.ODIFICATION REPORT EXISTING GPS UNIT TO REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 PROPOSED CPS UNIT & PROPOSED- —y 1/r COAX CABLE ROUTED TO BRU } (PROVIDE110 MINIMUM SEPARATIONFROM tiff (SEE DETAIL 1121A/AOS) EXISTING AW ICE BRIDGE .. `I EXISTING_UFRIZON EXIS71MG EQUIPMENT CABINETS•—•---% y I EQUIPMENT SHELTER EXISTING CHWINLINK FENCE—\ EXINCESTING CHAINl1NK FE TOP OF GRADE 0—0 AGL 8 a a 16 FT Figure 1. Tower Elevation AT&T Mobility ■ ■■■■■■ Site/Facility:NYCENY1027 a G 21855 Country Road Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade with Tower Modification wry ' I I INSTALL. DC& EXCEPTION .' ,r, s �� _� _• BOX & x a , EXISTING g i' FIBER MANAGEMENT BOX ARGUS ON UNISfRUr TO EXISTING TMOB. ICE ETRID.GE P0ST 6A1TE'RY i (SEE:RETAIL 2&1137/A04) CABINET * + �e 9; FEXISTiNG NEXISTING GPS TE21 ,, UNrT To REM INER - INSTALL (3) NEW WABINET CONVERTERS IR " INSIDE:TE21 G IR NEf EXISTING +r 1 �—F.aQSTTNG-NEXTET.NOKrA . OUTDOOR. `+ / SMELTER / CABINET 4 Y j ayj f PROPOSED PURCELL FW6WS 4e 0 CABINET STACKED ON TOP OF EXISTING PURCELL CABINET ° y 1 m • RELOCATE BOTH CABINET TO MAKE SUFFI eff ROOM FOR DOOR ° s "C SVANG (SEA DETAIL 1117/AO8) y b i% / 1 EAKINc_, °\ LUCENT +` —PROPOSED CPS UNIT & NEW UMTS a • ° / 1/2" COAX CABLE ROUTED TO ti 9BU (PROVIDE IV MINIMUM SEPARATION FROM ANTENNAS) r z t (SEE:DETAIL 112tA/ADS) , s � r M f� EXISTING 4` FENCE LINE 12' 6• b 1 Fr Figure 2. Weatherproof Ground Cabinets AT&T Mobility ■ ■■■■■■ Site/Facility:NYCENY1027 IR�i o O 21855 Country Road Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade with Tower Modification M •' Del-orme Street Atlas USA®2009 &41 !4ro cR \ \Z`` N AT&TM Jfty ~' I G`Y' pJ^y G 4Rr� g Cut eStatlon - Ge Data use subject to license. * It ®Del-orme.Del-orme StreetAllas USA®2009. A�yll' 0 400 800 1200 1600 2000 www.delorme.com MN(13.8-VV) Data Zoom I" Figure 3. Site Location AT&T Mobility ■ ■■■■■■■■ Site/Facility:NYCENY 1027 �i a a Ift 21855 Country Road Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade with Tower Modification - � ANTV— ENNA FOR PROPOSED EXISTING AT&T ANTENNA TO REMAIN DREYV AT&T ANTENNA (SECTOR A) (SECTOR A) a� EE DETAIL 2&3/A03) �. SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE LTE AT&T ANTENNA (SECTOR A) (SEE DETAIL 2&4/A03) INSTALL (2): PROPOSED RRH'S INSTALL (2), PROP0SED RRH-S ON T-ARM (SECTOR A) ON.T-ARM (SECTOR C) (SEE.DETAIL 1/A04) (SEE DETAIL 1/A44) ti PROPOSED RAYCAP 008 DOME ON NEW PIPE MAST ON-T-ARM SWAP_(1) AT&T ANTENNA FOR ` S UE-TAIL 1102/A05 FOR MOUNTING SEE DETAIL 11 16 A05 PROPOSED: LTE AT&T ANTENNA lNSTA1 (2) PROPOSED RRH'S`ON T-ARM (SECTOR B) (SECTOR C) ` (SEE DETAIL, 1/A0.4) (SEE:DETAIL 2&4/AO3) SWAP 1•) AT&T.ANTENNA FOR--> EXISTING AT&T ANTENNA TO PROPOSED ANDREW AT&T _ANTENNA REMAIN: (SECTOR 8)' (SECTOR C) SWAP 1 AT&T ANTENNA FOR:PROPOSED (SEE DETAIL 2&3/A03) ANDREW AT&T ANTENNA (SECTOR B) EXISTING AT&T ANTENNA TO SECT (SEE:DETAIL 20/03) REMAIN (SECTOR C) OR ` Y 9�Gt2 SWAP ((1)r,AT&T`ANTENNA FOR PROPOSED LTE AT&T ANTENNA ME, 8): (SEE. DETAIL 2&4/AO3) N 4 0 4 8, 12 Ff Figure 4. Final Antenna Configuration AT&T Mobility M ■M■■MM�■ Site/Facility:NYCENY1027 o O 21855 Country Road III■■■III Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade with Tower Modification Crow?easgo,USa kx AAW 19,2012 100 F1 Wdi'E'+ed A1ortapofe Tower W U'Ex anion Sfructvral Ariatyss CC1 BU No 2t7'6579 gect Number 2012775.WS579.01,Approa8o„145$44,MW$kN►2 Pa"6 B° a Etererlo»fnl C ° sin 91 munt 09 ceparny Pas91Fa® L2_ 10D,5-100 PC".a TP14.5%12A.378 2 i •0-00 431.0 1Q.3 Pass L3 tDo-82.�3� PtLb TP18.EO1x14.1411)7S � 3 � .q,dB # T8n97 111.5 Pe9a ? .c-x. L4 I12' PolatHanf, �TaI1.2fiA3M185699103.7i69 4 T 85s 341894 51.9 PaBa T4.2338 to I 11233 7 � P*+R&O. j TP.1Z.77RxID,onI1O'75Q2� 5 j •14.62 � 3920.82 i 723 Pass to 33.7477 j PDlarlRe n1. T&'29_4368KM7702iU.d5G3 •22AG$ 1 a744$7 ?b,3 Pass LT I r r 30.5 POIalAtanl. ,Tm?29.42B1k24.276W.9C{I2: 7 E423 S750:39 77.1 '- P9BB to 12093 , 3'o1e*ltcdrrt. ITP322955-21?.42D1W9711 0 3 A2 GG@D,62 BSA Pass { 19 i 12 j Fulek rt d. TP33A36 Q2,2355atD.t�3G' D 34.31 18ES1.Eo ? W.8 Pass 110 17.8983-5 I Pol9*BeM, 11P33A457Ci3.fXi83xD_97EA 16 382Q 7Q11x AA , Pass L11 r 9-0-7 i .3D97 6275.60 105,5 j Pass P019+0e1M. TF38933.94M.7e01 ti ode t ! so4.s f--—P= _1 - - — _. 1-04.5 i. ._ N� Table 8-Tower Com vent Stresses vs.Capacity-LC7 Notes Component Etevatton(ft) %Capacity Pass I Fall t Anchor Rods 0 i 68.5 Pass t r Base Prate 17 ! 81.3 bass t Base Foundation 48.0 Pass Soil Interaction Structure Rating(max from all components)= IOU% 1) SEaaddbonaldt`nM1Ws0anhn-AppCd&C-AddtnnalCWajWians•1crcaiWlOcrissu-DpanM ME,%cBpsdV cami"E(. 2) C-Vad1199 up 1D 105%are emaldered aDwplrble based on aniysis rmthcOs e*Bd, 4.1) Recommendations We recommend Installing additional relntortng to the monopole shaft. A11 modlftagons would reed to be englneerod and aro beyond the scope of this report.. ?=Tomsr Repzn-w isms 6.0.4.0 Figure 5. Previous Structural Rating and Recommendation AT&T Mobility [Rim= Site/Facility:NYCENY1027 21855 Country Road Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 8 New York Antenna Upgrade with Tower Modification PAUL J. FORD AND COMPANY 5 T R U C T U R A L E N G l N E £ R S 25D Emn road f4icel•kte 1500 o Calurrk s,Chin 4321 ff-V03 ' Data: December 18,2012 Stave Tulle Paul J Ford and Company Crown Castle USA Inc. 250 E,Broad Street,Suite 1500 B Parkmeadow Drive Columbus,OH 43215 Pittsford,NY 14634 614.221.6679 585.899:3445 bkernode(Mp oeh.00m Subject Structural Modification Report Carrier Designation: AT&TMobihYyCo-Locate Carrier Site Number: NYCENY1027 Carrier Site Name: CUTCHOGUE Crown C2sito Dosignation: Crown Castle SU Number. 806679 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 Latitude49°f'46.57;Longitude-72'29'50.29" 108.8 Foot-Monopole Tower Clear Steve Tuttle, Paul J Ford and Company is plaased to submit this"Structural Modification Report"to determine the structural integrity of the above mentioned tower. Thiis analysis has been performed In accwdance whh the Crown Castle SMrctlura9'Statemerit of%lock'and the terms of Cram Castle Purchase Order Number 510864,in accordance with appllcalion 157087,revision 1, The purpose of tfse analysis is to determine acceptability of.the twver stress level. amod on our analysis wo rid foundation.under the followina road case.to be: 4C4,7:ModiFied Structure vd Existing+Reserved+Proposed Equipment 5uNlctont Capacity We:See TthIe I and Tejle II tonne prcacscd aruf ad9drg r9F8ryad fp3pino,mspecitody. The struckrral analysis was petferrrted for this tower in accordance vrlh the requircrnents of the ANSIMA-222- G-2005 Standard.*Structural Standard for Antenna Supporting Structure—,and Antenna;,with ANSEMA-222-0- 1-2007 and ANSIMA-222-G-2-21309 Addenda using a 3-second gust wind speed of 120 mph with no ice,50 mph witty 0.75 inch ice thickness and 60 mph under service wads,exposure category C with topographic category 1. All modifications and equipment proposed in this report snarl be Installed in accordence with the atac� drawings for the detenrrfried available structural capacity to be oifoetwo. We at Paul J Ford and Company appreciate th tuJ r p vidsng our continuing professional services to you and Crown Castle USA Inc. It you hay e 8, ,rther assistance on this or any other projects please give us a cat Respectfully submitted by >ii rr' f�T 6 LU •: Brien K.Kormodo,Pt,SE J 079$23 Project Engineer — 3-%�) pgOF E InmTaner Report-version 0.0.3.0 JAN g 2013 Figure 6. Structural Analysis Post Modifications AT&T Mobility Site/Facility:NYCENY1027 21855 Country Road [Ran=Consultants, Inc. Cutchogue,New York March 15,2013 Telecommunications Site Review Page 9 New York Antenna Upgrade with Tower Modification New Ciagulur Wirelen PCX Lt C(MT) :R-F Lxposuire Analysis for Propose dNew Cingul Wireless PCS LLC (A�'&T)Antenna Facility Site ID: NYCEN'V'1027 21855 COUNTRY ROAD 48, CUTCHOGUE,NY 11935 R r.. rr � ek^e January 22,2013 Prepared➢tv Rcrnard Morgan Senior RF Engineer Bechtel Communications,Inc. Figure 7. Human Exposure Analysis 1 DKIAPATION 0Y C ovi4 use UdTticTiaNt. _ wit'o�cr�u►sYon ride 11itTHuit:V. urta�by- this {l► 'rrsidin9 at= jj Nassau Paino asd. ''CutC'hgti s Mbt York llf3i t1) �• dos�eeto or lcri9n aorpoxs�ian eiL� o�l1vOO �Ioaalod it ,,,� '� • - a �3): a solo psopsi+ toraaip as p+�stnesship having tRs psnaLpai pleat at. bnsinesa dt i P , hsrfinaitet reie,rsad tQ as tho OSCLA3111i , ae tho owner'o! pirselris datcxl,btd in sahsdule '�1" list d h Coto :(he i�npfter re,for d to j �t as ettrF 1tiMisii) dso rep to restriat the, use iiad an?oyswnt of sid �:r !"MMS. and.haw,fos sash parpose,s liter fined_tb �poas oo aatd ptsM less! aosenantia and restrictions `and does hoxoby doola at ' sri"d 1tsMxsta shall W held and= shall be convoyed sublaat, to the. following covenrnts and restriotionst b3c"MR his,wadi sppliratIon. to the MAMACcuntp i 0*patte,ent of, Health #srvices (hereinafter referred• to be, the- D=lARTXW) for a- poxmit to construct, . M approval of Plana or appxaval of a subdivision or developtent on the, ill N183t. r i d (iCOHB w COY •lo/06) I ' INA (dP�CI11L LANGWIG! TQ lbll' jl1�RRTMp ll11tR gMg lI11Npi,g `° !A1lJIOMPNg Ill RHJ11!) , . NiHMRSAS the+ DMCLARANT is Qenstructing 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 Cutchogue, . Town of Southold, County of Suffolk and state of New York, being move particularly bounded and described an follower BEGINNING at a point on the northwest line of Middle Road, (CA, 40) 75o feet more or lass southwesterly along said line from Cox-'a Lane, said point being the southeast corner of the promises horain described and the south- wNst corner of other land of the party of the first part# • RUNKIN4 AHEM along thy+ northwest line. of Middle Road, (C.1t. 481 F gout 25 degrees 82 minutes 30 seconds West# 168,17 feat to land of Harriet RUNNING THENCE along said land North 60 degrees 34 minutes 20 seconds *got, 252.66 rent to land of the Town of 0outhold# RUNNING THENCE along said land North 33 degrees 14 jninutes 00 seconds g"t, 188. 15 feat to land of the party of the first part# RUNNING THENCE along said land south $6 degrees 43 minutes 10 seconds last, 263.14 lent to the point or place of noIt viva. The MCLARANT represents he is aware of the requirements not forth in Article V11 of the Suffolk County Sanitary Code. Should thare be a ohangs, in ownership or a change in the operation, the DtCLNWT or his assigns or succassors .in interest must notily the Suffolk County Dispartment og gealth BervLoes. (scow GIN cov 10/$p 1 .. ✓ .. ' , Iwo rf 3. Thrk CiCxJ1 JWT,4 ita successor�r and/vs assigns rhaii3 ` lot IoNtft"Aheia, 74 oavaante, 'aq�coodoe and`r ' 2 ! i I t deeiarationo iti say:zaitid �.ii,lesrst �o`oaoupsats, 5 ` ; `tonae�r add/ar.:lerreos of ihs above descsibd s sogety lid shall, by ehoix Borst; wb��t al l to thf aovon nts Mnd roars emiono conoaibed ? rein. , , ;� laiinxo of t:ho �t?sCL#It ; its:raacorsors and/or . b roighs tar Qondit ono aaarer� ahai naC invalidato the autoaiatia subjugatioe `to tho cavootats and :�itsictio�u. i. i►l l at that aovsnants i4, restiriattons contained r Ri:oin shall 1 coastsued tar,bs in adelitiOW to `not`in ddrogatoa qr liitatan upon any p�covLsions X o! local, atat , ht�d fod*sal law;- ordinanaoa, and f os requlatlohr in affect it tM.'t ,o! execution, of a. ia► :a this`agx lit` or at the tumi such. tee , :.osdinaneor,. .` slid/or; roqulat ions wry thexe•f irc bs rovLood, amended,, of Oradwlgatrd: �. This document is cede, aubjaet: to th provisions of &&I. laws required by laM or by tho4s p�ovtsions to be incorporated herein and.they: two deemad to tar . incorporated heroin and wsdo a part hereof, as though fully rot forth. Av (qC NS OSN cov 10/14) a I . e� KX 4 • ' �1 ti !. The aforementioned Reatrietive, Covenants shell be enforceable by t1w County o! Suffolk, Itate of Now York, by iniunotiVo r31149 Of by any other remedy le + equity cc at law. 'lhe failure of said agencies or the County o! Suffolk to enforce the same shall not , be desaed to affeat the validity of this aav+nant nor to impose any liability whatsoever upon the County at Buffolk or any offlaer or employs* therool. 7. These covenants and restrictions shall run with the land and shall be binding upon the OtCLARAMf its successor@ and assigns, and upon all persons or entities claiming under them, and may be terrminatede revoked or amended by the owner of the premises only with the written consunt of the DIRPARTNUT. f. if any section, subsection, paragraph, clausep phrase or provision of these covenants and restrictions shall] by * Court of competent jurisdiction, be adjudged Illegal, unlawfulp invalid, or hold to be unconstitutional, the saw shall not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so ., adjudged to be illogelr unlawful, invalid, or unconstitutional. (aCDUS 0NP COV 10/14) tl 9. Local Lair 033-1110 the DICLAMNT represents. and , warrants that he has not offered or 24"n any r: gratuity to any Officials employ"► or agent of Suffolk County# NOW York ptate► or of any political pasty$ with the purpose or intent of- eacweinq favonbl• treatment With respect to the performance =• of an a reement► and %hat such 9 person has read and is taoiUM With the prowiaion■ of Local Low 032-1990. Lp '' LO 1 . j i MONS GIN cov 10/86) � '' 115190 73RR! FFMTE AUG 14 !�a� 1:iU1. 1 1S AN*--; 1( NV t1011196 5Ui 01 K QSANT or NAIMXWT, wade tht. �aorporatloa with its prknolpal j.Dffice at .@u � )LN/"' C-1 .0 r.���L��G,�,�. �(horiiisater ::rererr*d to as "Qraator") 'to all YOUR "UP0I01111 O IUM, *'corporation of the ? that* of Mew York, havist its 01-la4ip6l Ditto* at 1090 Avemw of the Aarriass, '!.Nw York. New York (hersinafter referred to as "argot""). No 11MM"s the Grantor awns in fee a certain oara*1 of land situated coosideratlod,i* the Town of Southold l,. Lim eo city of Suffolk, state of Now York, an shorn .'an sahlbit "A", attached bersto sad berabr sods part of this Grant. NOM. THss MNO MITNISAMS FIRM That for and to consideration of the sus of One Dollar ($1.00) In head paid by the Grantee to Grantor the receipt of *blob is bareby DIST. 1000 acknowledged the grantor grants unto the Gram@*, its sacasssors led asslges, t the right, privilege god authority to oatstruct, piece. operate, replace, SCOT. 09600 resora, repair and maintain service lines, Including buried cable, pedestalsg conduits, aanholes, poles and such crossares. Curios stubs, anebors, cables, j SM 0100 . *teas and fixtures na the Orentea.aar fro* ties to ties deem necessary upoa, over, under and along the said land and the highways sdlolming or We said WT 19 lead, epprosimatelr as shown an =sh►bit "A", together with the right of lsgro" and agrees to eueraiso all of the right■ berate granted cad with the right to i•tris any tr"a and roots along said lines, as resaonably gsosssary, to keep the 7� 0 said cables ead vitas free and clear froa interference an said land and said � highways. 1; t1AI SIioDNot The exclusive and peraatunt eight-o[-*ay, and eaasmgst ' above described and herein conveyed to intended to prohibit the tosgitudinal or j Parallel occupway of said eassanat strip by others, including grantor and to prohibit surface or subsurface structures or otherwise of others, including 0restar which might damage or Interfere with the operation sed tmtifetesuce of i Grantee sr facilities without the prior written consent of Granteeo but is not intended to prohibit crossing of said easement strip so loam as suab crossings do not lmteriere with or prohibit the full use of the assonant berain granted. Grantor pre" with the Orantee. on behalf at himself, his ovocessors and assign*, and as a covenant runalog with the land, that the trade existing at. , the tier of eeeoutloa of this great of earengnt will rem41j6 mAistarbed unchanged. It In understood and agreed however, that the above noted :coadltiana mro not Intended to, nor do they restrict or prsrnt Grantor from :planing C-rio& curbing parking Iota and laudrasplog. THINOt Tlts Grantor hereby grants unto the Grantee. Its successors ; and anaigaa the right to peralt the Stteehmsmt of the oomsaaioatioa and electric senice wlrea and fanilitie■ e! LpMt utility companies and to oeav*y ' ;1to suub other oaayaale■ in interest la rigbts granted under this Groat. , yllUgl7lt It j"c edition of this Grant that Create* "I pay :the cost of gsarding adebuatgly all excavations sods by Graates under this Grant and pay the cost to restore or repair or dosage den* by the Grantee to the property of the Oraetor 11111141 plgoing, rrnploeiy, reloosting, operating, !.repairing, malotaining, renewing or reaoving Its facilities, acid 11611 save bweleas and ltwlaamtfy the Grantor iron nay injury to its propsrty, its e*playsss or the public which gar at my tine occur tkreu^ the ougligeoee of the Croater. ;! 11 VITM 1NDll P, Grantor bon caused this Isstruaant to be duly sxeeatsd under Sall the day and react first oboes writtn, •.•� NrthunvJung* I Arthur V. Jung*, Own e l flillli E[!I[1lII[[(ll l[(il(lill l(iil Ilil[I!(![I[ll!I[l • I IIIIII IIIII IIIII 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: 675 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 ftndlinq $5.00 NO COE $5.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $15.00 NO ECTM $0.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $37.00 TRANSFER TAR NUMBER: 01-04375 THIS PAGE IS A PANT OF THE INSTRUMENT Edward P.Romaaine County Clerk, Suffolk County 1., 2 1 Number of pages ?�ryyq=fin TORRF.NS Serial N `-Z-K QF SL<<F:'L?• C Vr-Y D001 i2_ 9 Certificate N P cr-n Prior CIE 0 JTt► flied/Mortgage Instrument Deed I hfortgage Tax Stamp Recording I filing Stamps 4 FEES Page/Filing Fec ___0- _ Mortgage Alnt. Handling 1.Basic'litx TI'-584 2.Additional Tux Notation Sub Total EA-52 17(County) Sub Total 7 51xc.lAssit. Or riA-5217(State) Spec,/Add. Q7tNJr�ty,. R.P.T.S.A. �� A�y`�1' a� TUT.h1'l'0.TAX c Dual Town Dual County Comm.of Ed. Held for Appurtionmcni ?rj; Affidavit ! y TranAferTax Certified Copy >`1'`y' Mansion Tax The property covered by this mortgage is or Reg Co will be improved by a one or two Camlty Copy Sub rotal r dwelling only. Other YES or NO GRAND TOTAL 1f NO,see appropriate lax clause on pagc N of this instrument, �y Real Property Tax Service Agency Verification Contntuttit 1'reservntiott Fwta Dist. Section 9lock I.ot Consideration Amount$_.., 01000 '096.00 01.00 019.001 C%PF Dun S a Improved Vacant Land Inil' s _ 9 Satisfaoliuns/Discharges/Rcleases List Property Owners Mailing Addros '1'D RECORD&RETURN TO: '1'D Verizon Tn _ 501 North Ocean Avenue Patchogue, New York 11772 Room105 FCo.ria Title Company Information Name e 0 - — Suffolk County "Bxle000rding &Endorsement Page This page.Ibmts part of the attached Easement V106723 made by: Arthur V. Junge (SPEC3FY TYPE 01'1NSIRUMENl'I Main Street The promises hem-in is situated in SUFFOLK COUNTY.NEW YOM 1 p In the'1'oNnship of Southold Verizon in the VILLAGL 501 North Ocean Avenue Or HAMI.tsTaf Cutchogue Patehogue._New York 11772 Room 105 \� BOXES 5'1kIRU 9 MUST HE TYPED OR PIUNTED IN BLACK INK ONLY PIU01110 RECORDING OR PILING. (OVER) r Dear Taxpimyer, Your saml,461c•tion of luortgage has been filed In n)v nfilcs:and I all)eliclo4ing(lit ur•igival copy 1'or sow rrrursJ�. It';i portion Ofyour niontl)iv mor(gage paynient Included your property taxes. )Lots %Vd nmv need ua gppWO.your local Towil Ta �lri:r s,� tllrrl you n b�bilIcd din:crly for all,fissure pmpertyjk2i bills. Local pruperly tares arr paynble hvic:e a year: on or hr,:rnre.January 10"'at)d on or bcli)re May Failure to make payments In a timely fashion could result in n pcmalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Tumi Rrrriwsr c,rTaxr9 Riverhead Town Kpreh•rr of Taxes 200 l:a&L 5iLU '160Ilighway 200 f•luwell A%,P.jiiuC 'inrth 1.1ndenhimil, N.Y. 11757 Riverhead, N.Y. 11901 (G31)057 3004 (1331)727.3200 Brook111tven Town Rec:elvcr of Tawv-s Slicitcr Island Town Receiver of Taxes 250 Easit Main Street Shelter Island Town Mall Pnrl doffertion. MY. 11777 Sheller island. N.Y. 11964 (631)473-0236 (631) 7.10-33.18 Eual HntnjAun•Tuwrt Re-eteivel'OfTaxesl Sinitlitown'rownl yor-etver nt'1'n�c�rl 300 Pantigo 11111CA' 99 WP9( Main Street East Hampton. N.Y. 11937 5mttbiown, N.Y; 1 17ti7 (6 3(1 324-2770 (ti I)360'lli LO Huntingi.url'ruwu Rec-giver of Taxes Southampton Town Receiver of Taxes 100 Main tilrr'er I W tidnipton Rosid Huntl)igton.MY. 11743 Southampton.N.Y. I I q68 (6.31) 351-3217 (631)263-6514 le,lip Town Rereivcr of'fries Southold Town Rccelver of Taxs:a 40 Nnssau Avenue 1930115 Main Street 131ip, N.Y. 11751 Soulhold, N.Y. 1.1971 (631)224 5580 (N11) 7fv5 180,3 Sincerely, &UUd,' rn � Suffolk Comity Clerk dw 2/99 ROW 1 I V106723 I' GRANT ! VASEHENW, made this- day of5d6d ; 20&, n u Between residing at 1 Ni Q5 ' (hereinafter referred to as "Grantor") to VERIZON NEW YORK INC. (formerly known as New York Telephone Company), a corporation of the State of New 1 York, having its principal office at 109E Avenue of the Americas, Now 11 York, New York (bereinafter referred to as "Grantee"). ` rI MMRZAB, the Grantor owns in fee a certain parcel of land situated I I Q DIST. 0100, SEC. 096.00 OLR. 01.00, LOT. 019.001, in the County of , State of New York, an shown on BIHISIT ".JL_", attached hereto j 11 and hereby made part of this Grant. I4 NOW, THEREFOR$, WITNESSETHi lIRSTt That for and in consideration of the sum On One Dollar I ($1.00) in hand paid by the Grantee to Grantor, the receipt of which is Ihereby acknowledged, the Grantor grants unto the Grantee, its successors and assigns, the right, privilege and authority to construct, place, operate, replace, remove, repair and maintain service lines, including buried cable, pedestals, conduits, manholes, poles and ouch crossarmo, guys, stubs, anchors, cables, wires and fixtures an the Grantee may, Prom time to time deem necessary upon, over, under and along the said land and the highways adjoining or upon said land, approximately as shown on Exhibit " ■ ", together with the right of ingress and egress to 11 exercise all of the rights herein granted and with the right to trim any trees and roots along said lines, as reasonably necessary, to keep the said facilities free and clear from interference on said land and said highways. SECONDt The exclusive and permanent right-of-way and easement above Idescribed and herein conveyed is intended to prohibit the longitudinal or parallel occupancy of said easement strip by othoro, including Grantor and to prohibit surface or subsurface structures or otherwise of others, including Grantor, which might damage or interfere with the operation and maintenance of Grantee•■ facilities without the prior written consent of Grantee, but is not intended to prohibit crossing of maid easement strip no long an such crossings do not interfere with or prohibit the full use of the easement herein granted. Grantor agrees with the Grantee, on behalf of himself, his successors and assigns, and an a covenant running with the land, that the grade existing at the time of execution of this grant of easement will remain undisturbed and unchanged. 4 TBIRDt The Grantor hereby grants unto the Grantee, its succeenore and as II signs the right to permit the attachment of the communication and electric service wires and facilities of other utility companies and to convey to such other companies an interest in the rights granted under thin Grant. FOURTHt It is a condition of this Grant that each corporation receiving this Grant shall pay the cost of guarding adequately all excavations made by that corporation under this Grant and pay the coat to restore or repair any damage done by that corporation to the property of the Grantor while. placing, replacing, relocating, operating, repairing, Imaintaining, renewing or removing its facilities, and shall save harmleee and indemnify the Grantor from any injury to its property, ita employees or the public which may at any time occur through the negligence of that corporation. f l Grantor has duly executed this grant the day and year first above 11 written. Y!urV Ja ,e j'4: L.S. Witness Arthur V. Jugge� �) 1-e L.S. Witness Ant I ionette Fahie I� V106773 ROW 2 I� STATE OF NEW YORK ) coumv o1&Vi0 Lell �LL ) On the L#hday of in the year � before me, the 4de gn personally eppsared personally known to me or proved to me on the basis of ctory vidence to be the individual(e) whose name(s) in jars) subscribed to the within instrument and acknowledged to me that he/she/they executed the aamo in hio/her/their capacity, and that by hio/her/their ■ignature(s) on the instrument, the individual(s),' or the person upon behalf of which the individuals) cted, executed the . instrument. 1 notary Public I I I I I I I 1 I I f i I l �, I S•18 IZ79 ,I V106723 N CSG cA[�1Nc; PLACE CAGLEIQ VEclw,./ t&xmLm& Co.�lSul t' Ur. F6Utc � k �21 f_iS5 4 4i t :f r , �I MAP OF: 2-18s5 C�1u.1rY 12b KEY 1000-096-00-01-00-M-001 PROPOSED LOCALITY: r u re.1-I o c jib -UG...•..,s TOWN OF: SouTHow u1sDEe�¢o...rD c�►8t6 a COUNTY OF: SUFFOLK STATE OF:.NEW YORK EXHIBIT "A • 5s_P•J••iC ti'stC S_0 a PLEASE RETURN TO:NEW YORK TELEPHONE CO. 501 NO.OCEAN AVE tlilll�v r A:�i PATCHOGUE.NX 11772 �� ae3•�,� ATRRlWSUPV. a�;?woa p:aroi�3 ROOM Ivd 00:^z:'-w Os Ere mc,"!, z COMMON DRIVEWAY DECLARATION THIS INDENTURE made this day of �J"Var ,2003,by Chris Mohr. residing at 1117-6 SA o$S 1,ft k I &Ot TIAT t-0 N�. 1071 and Arthur Junge,residing at 4 LQ n1l)u.`+a LL �d � L yMA-IJ New York, hereinafter referred to collectively as the"Declarants". WITN>ESSETH: WHEREAS,Declarants are the owners of lands in the Town of Southold situate along the northerly side of Route 48,Cutchogue said lands being bounded and described in Schedule A (Joseph Schoenstein), and B(Arthur Junge),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 lawful 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 48 over that portion of land 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 described in Schedule C for the purpose of ingress and egress and placement of utilities. b. The terms"lot owner"or"lot owners'pis used in this Declaration,shall be deemed to include any hairs.distributees,successors. or assigns of the particular lot owner or lot owners. Page 1 of 4 . r 5 1 1 lot owner and his/her heirs,distributees, successors,and assigns,all of the conditions, obligations, i restrictions,and provisions of this Declaration. t 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, regmvelling, 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 what maintenance or improvements shall be done on the road and the amount of money to be expended therefor, The owners of the lots shall be responsible for equal portions of maintenance. f. All lot owners agree that the roadway shall always be maintained so 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 fail to pay their proportionate share of maintenance expense.within seven(7)days of notification of charges,such unpaid monies may be collected from the other tot owner. In this event,the lot owner having duly paid both their proportionate shares of expenses and those of the defaulting lot owner shall be deemed the contractor as defined in the New York Lien Law.The lot owner who has not paid blulmr proportionate share shall subject his/her real property to the lines of the lot owner who has paid his/her share of maintenance expense. The lot owner who has paid their proportionate share 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, there shall be a presumption that the maintenance work for which monies are owing was validly authorized 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 defaulting lot owner's unpaid share of expenses. h. Notwithstanding anything to the contrary herein,each and every lot owner shall repair at his/her sole cost and expense any damage done 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 may 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 afjunge or his successor in the interest in the property, Page 2 of 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 of the Town of Southold but not be paved or otherwise improved with any type of impervious surface; 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. S. 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 expenses 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 lands of Junge as set forth in Schedule A other than to the driveway created by this agreement in the area defined in Schedule C. TN WITNESS WHEREOF,the Declarants have hereunto set their hands and seals as of the day and year first above written. iAA-4-4A Arthur lunge Chris Mohr STATE OF NEW YORK) )ss.: COUNTY OF SUFFOLK) On thc!day or3' ftfJ9 r in the year 2003 before me,the undersigned personally appeared Arthur Junge, personal known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose names)is(are)subscribed to the within instrument and acknowledged to me that helshelthey executed the same in histher/their capacity(ies),and that by Page 3 of 4 J his/her/their signature(s)on the instrument, the individual{y), or the person upon behalf of which the individual(s)acted,executed the instrument. Veronica F.Cidone Notary Public,State of New York No:52.4661400 otary Public Qualified in Suffolk County Commission Expires Dec.31,�DQ STATE OF NEW YORK) )as.: COUNTY OF SUFFOLK) On the 16 day o in the year 2003 Wore mc, the undersigned personally appeared Chris Mohr.personally Inown to me or proved to me the basis of satisfactory evidence to be the individual(s)w$ose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacitAies). 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. Veronica F.Cidone , Notary Public. ew York 52- 6g1406 No Auafified in Suffolk Count Public Commission Expires Dec.3i 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, -----A ------------ --X STATE OF 616 4 1'" ) SS.: COUNTY OF Cow.41 A ) 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:",L4A Sworn to before me this ,) lay of/ d 2012 224f 'e =z;ze rAh �OJ ;Q_ •:?. °fQ .a a United States Code ;J United States Code TITLE 47—TELEGRAPHS,TELEPHONES,AND RADIOTELEGRAPHS J CHAPTER 13—PUBLIC SAFETY COMMUNICATIONS AND ELECTROMAGNETIC SPECTRUM AUCTIONS _j SUBCHAPTER IV—SPECTRUM AUCTION AUTHORITY 47 U.S.C. § 1455. Wireless facilities deployment (a) Facility modifications (1) In general — Notwithstanding section 704 of the Telecommunications Act of 1996 (Public Law 104-104) or any other provision of law, a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station. (2) Eligible facilities request — For purposes of this subsection, the term "eligible facilities request" means any request for modification of an existing wireless tower or base station that involves — (A) collocation of new transmission equipment; (B) removal of transmission equipment; or (C) replacement of transmission equipment. (3) Applicability of environmental laws — Nothing in paragraph (1) shall be construed to relieve the Commission from the requirements of the National Historic Preservation Act (16 U.S.C. 470_ et seq.) or the National Environmental Policy Act of 1969 (42_U.S.C._4327 et seq.) . (b) Federal easements and rights-of-way (1) Grant — If an executive agency, a State, a political subdivision or agency of a State, or a person, firm, or organization applies for the grant of an easement or right-of-way to, in, over, or on a building or other property owned by the Federal Government for the right to install, construct, and maintain wireless service antenna structures and equipment and backhaul transmission equipment, the executive agency having control of the building or other property may grant to the applicant, on behalf of the Federal Government, an easement or right-of-way to perform such installation, construction, and maintenance. (2) Application — The Administrator of General Services shall develop a common form for applications for easements and rights-of- way under . paragraph (1) for all executive agencies that shall be used by applicants with respect to the buildings or other property of each such agency. (3) Fee (A) In general — Notwithstanding any other provision of law, the Administrator of General Services shall establish a fee for the grant of an easement or right-of-way pursuant to paragraph (1) that is based on direct cost recovery. (B) Exceptions — The Administrator of General Services may establish exceptions to the fee amount required under subparagraph (A)— (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 Lp2 of title 40. ( Pub.L. 112-96, title VI, Sec. 6409, Feb. 22, 2012, 126 Stat. 232. ) REFERENCES IN TEXT Section 704 of the Telecommunications Act of 1996, referred to in :s.ubsecs. (a)+l)- and (c).(1), is section 704 of Pub.L...104-104, which amendad 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) (3), is Pub.L. 89-665, Oct. 15, 1966, 80 Stat. 915, which is classified generally to subchapter II (Sec. 470 et seq.) of chapter lA of Title 16, Conservation. For complete classification of this Act- ro the Code, see 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 seq.) of Title 42, The Public Health and Welfare. For complete classification of this Act to the Code, see Short Title note set out under section 4321 of Title 42 and Tables. Copyright©2012 CCH Incorporated or its affiliates TOWN OF SOUTHOL D 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 Cutchoaue.New York Section 96, Block 1, Lot I9-----...------ ----- - -- ---- -- 1 — -- STATE OF .r ) SS.: COUNTY OF Arthur V. Junge;being duly.sworn, deposes and says: 1 am the owner in Pee 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 he 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:( 1 t°i-" I Sworn to before me this 2012 ETA `��PU1-3Lf ,�+� °• ' ° °•:fig'%�- -2, �'`?enii151t i TAUL 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 21 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 410 1'46.57", Longitude-720 29'50.29" 108.5 Foote-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--adceptability of the tower stress level. Based on our analysis we have determined the tower stress level-1 'r the structure and foundation, under the following load case, to be: LC4.7: Modified Structure w/Existing + Reserved + Proposed Equipment Sufficient Capacity Note:See Tabled-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 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. 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 p' tuNle viding our continuing professional services to you and Crown Castle USA Inc. If you have gpb, urther assistance on this or any other projects please give us a call. ��' Q5 co Respectfully submitted by: $rCn : w Brian K. Kermode PE SE 079823 Project Engineer -1�� AROFES� tnxTower Report-version 6.0.3.0 J AN 1 82013 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 ` Project Number37512-2161,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 • r 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 i 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) 1... (ft.)..._ 3 alcatel lucent 9442 RRH 700 3 I alcatel lucent 1 9442 RRH AWS - -- .._.... ;_...................... .........----..............._J..__....---._....._.._._.......---...._._._....__.__........._......._._..........! i DBXNH-6565A-A2M w/ 1 3/8 _ 70.0 70.0 j 3 andrew Mount Pipe 2 3/4 -.._................_....._..._...__._..........._.__.._.._..._..__..__...._.... _----.....-------...............__................_.. -- r DBXNH-8585A-A2M w/ i 3 andrew Mount Pipe i i _._�._____... ............. __-raycap._____._ i DC6-48-60_18-8F tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number37512-2161,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) 1 110.0 i 6 f kathrein 1800 10504 w/Mount Pipe 12 1-5/8 _._____ 108.0 108.0 { 1 ; - tower mounts T-Arm Mount[TA 702-3] 1 i 3/8 3 ante) I BXA-1 71090/8C F w/ I Mount Pipe 104.0 - 1 !BXA-70090/4CF w/Mount 1 ; 6 antel 102.0 Pipe 6 rfs celwave j « FD9 R6004 102.0 I 1 tower mounts Platform Mount[LP 602-1] 12 7/8 1 ! 1 3/8 100.0 I 1 comsat rsi A-18A24N-U j 3 1 andrew E15S08P80� _ ;..... .._....................................................._....................._.._......._...._......._.._._.... � 3 andrew E15S09P94 __— ...._....... ... ...._.... __.__.___..___.__.___.__ 90.0 6 s andrew TMBXX-6516-R2M w/ 88.0 1 _ Mount Pipe 24 7/8 1 i 6 ems wireless RR65-19-02DP w/Mount Pipe - 88.0 1 1 4 tower mounts T-Arm Mount[TA 602-3] tower mounts ] 78.0 1 Platform Mount[LP 303-1 78.0 80.0 ! DB845N65ZAXT w/ 12 7/8 1 12 E decibel Mount Pipe i 6 andrew ETD819G-12UB 6 I andrew ETM19OG-12UB j clearcomm _ 12 7/8 1 1 6 ; CCDP-565-lW s _technologies 3 kathrein 800 10121 w/Mount Pipe 70.0 70.0 . ........................................................._......................................_....._i................_............._..__......_........._......._.............._......_........_... -.......-............_._._...................... 1 3 i powerwave 7250.02 w/Mount Pipe I ' _. ......_.. -.._._.._._technologies.....__.._^.- ................ .... i _ 3 i powerwave 3 7770.00 w/Mount Pipe j 4 technologies ' �1 M ! tower mounts ; T-Arm Mount[TA 601-3] 1 maxrad GPS TMG-26NMS 30.0 30.0 -._._... .1____._. ... __. __ .___.___—_�___.__-_-_ _. _.. __.._ 1 1/2 2 i 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 7/31/1991 260900 CCISITES .��� I NYNEX, DRAWINGS/DESIGN/SPECS ; 4-TOWER REINFORCEMENT GPD/Aero, 2010111.14, 5/26/10� 2619474 CCISITES DESIGN/DRAWINGS/DATA 4-TOWER STRUCTURAL j 1 ANALYSIS REPORTS PJF, 37512-2161, 8/23/12 3309282 CCISITES 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 f December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,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 % pass/Fail No. Type Element (K) Capacity j 1-1 108.5-100.5 ' Pole TP12x12x0 375 ) 1 ; 1 91 I 431.40 26.6 Pass .._4_3_1.4�0 -26.6 192L2 100.5-100 Pole TP14.5x12x0.375T 2 __...� Pass j L3 100-82.25 Pole TP18.5568x14.5x0.1875 3 -3.89 785.63 89.5 { Pass- L4 82.25- Pole ]TP18.7663x18.5568x0.4923 4 i -4.03 2135.41 1 35.6 Pass ` { 81.3333 L---5� 81.3333- ! Pole TP1 9.8329xl 8.7663xl.0545 5 -6.65 4700.05 22.2 ! pass 76.6667 L6 -76.6667- Pole i TP20.5387xl9.8329x0.4547 6 77.12 2167.58 I 52.3 Pass 1 73.5787 ------------- L7 73.5787- Pole TP21.7666x20.5387x0.927 7 1 -10.70 4585.23 35.2 pass 66.4167 1-8 66.4167- Pole !TP23.1648x21.7666x0.4801 8 -11.98 2584.97 1 73.6 i pass 60.17 ( _ L9 60.17- Pole TP29.0368x23.1648x0.4966 9 i -17.46 3255.05 991.8 -M 1 ._.._.._ ._.._......._...-...-�_.._... --- ---...._._._.....-- Pa ss 33.9351 L _ Pole TP29.2292x27.1193x0.5393 10 -20.27 92 .5it33.9351 - 3 I pass i 30.5 ; L11 30.5-28.75 Pole TP29.6177x29.2292x0.5905� 11 i -20.87 (4�068.51 85.6 Pass i -. ---,-- ---.--......._.._....._._._........---_ ...__...__..__.... £______ ...._.-._..................._.__._._._._...i L12 ] 28.75- Pole 1 TP32.4203x29.6177x0.6252 { 12 -25.22 4717.67 85.0 3 pass i 16.125 L13 j_16.125- Pole _ ;TP33.1418x32.4203x0.6135 T 13 -26.38_ 4736.21 87.3 i pass i 12.875 I I ! ----._................._......._.............:..........._............_...................._............._.,....._..._._.._._....---.........................-._.-...........---............._.,._..........._....._._...........r....._...-..._...__.._........_............_.._.._..-......_.._._._._.__......_..._......._._......._...........__........_..: L14 12.875- Pole I TP34.1963x33.1418x0.6385 i 14 -28.16 5085.22 i 85.0 ? Pass 8.125 j } i i ......_.._._.........-__..'..._-_.____....-_..-._...-__..__.._.._._ ___-..t___..._.___._r _... --..,--...._._._.._.._-__. _.._..__._ ..__..__....__......__.._.___._; r--__L_.�..____.____.__............ 28.98 4805 25 91.5 L15 j 8.125-5.875 1 Pole TP34.6958x34.1963x0.5937 15 - Pass L16 5.875-4.5 ? Pole TP35.001x34.6958x0.5923 16 -29.48 I 4836.94 91.9 i Pass f L17 4.5-3.5 Pole TP35.223x35.001x0.6653 17 -29.89 5457.21 82.5 Pass ___.._.__--------r L_.._..._..--- L18 3.5-0 _ v Pole TP36x35.223x0.5908 18 -31.20 4965.31 1 92.8 Pass ! _ P Summary _' 1 I------ Pole( ) ._._ Pass , L10 ..-,_._92 8 _ .___�...---.........-_..._..._. .!........................_...._...._......._........_.__.-...._......._._.._.._.._..._...._..._..._..._......_.........._._......_._F_..__......_.___ ___........_._...._. .__......__..................................__'.. S 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/Fail 1 -Anchor Rods 0i--....__..__._...._77_9..____.__.-_--- ------ Pass . . .... ........ . . ..... Base Plate 0 j 92.8 Pass BaseFoundation 1 0 75.3 Pass Steel 1 2 Base Foundation 0 ; 46.1 Pass Soil Interaction _.___._..._..�.._� —_._..Extension._._.._ 1 100 25.7 Pass Connection 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.). Per the 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 • t 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 CO 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 4 Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification 4 Use Clear Spans For Wind Area Ignore Redundant Members in FEA 4 Use Code Stress Ratios q Use Clear Spans For KUr SR Leg Bolts Resist Compression q Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz 4 Use Azimuth Dish Coefficients Consider Feedline Torque Use Special Wind Profile 4 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 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 ft ft ft_ Sides in in in in L1 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) L8 66.42-60.17 6.25 0.00 12 21.7666 23.1648 0.4801 1.9204 Reinf 65.00 ksi 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 10 Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft 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 33.1418 0.6135 2.4538 Reinf 65.00 ksi j (65 ksi) L14 12.88-8.13 4.75 0.00 12 33.1418 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 2.3747 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 35.2230 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 inZ 0 in in in3 in4 in 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 415.3261 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 23.844 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 3.7099 7.535 L5 19.4283 60.1425 2408.1942 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 5623.3052 28.8120 3.0199 3.258 22.5345 62.2063 3448.2575 7.4606 11.2751 305.8290 6987.1045 30.6161 3.3490 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 L11 30.2603 54.4575 5700.9642 10.2526 15.1407 376.5320 11551.699 26.8023 6.2508 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 33.5640 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 17583.775 31.6242 7.2379 11.799 4 L14 34:3109 66.8217 9010.7365 11.6362 17.1675 524.8729 18258.195 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 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 11 Section Tip Dia. Area I r C I/C J lt/Q w w/t in in2 in4 in in 03 in4 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 18.1305 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 11.418 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 in in L1 108.50- 1 1 1 100.50 L2 100.50- 1 1 1 100.00 L3 100.00- 1 1 1 82.25 L4 82.25- 1 1 1 81.33 L5 81.33- 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 L9 60.17- 1 1 1 33.94 L10 33.94- 1 1 1 30.56 L11 30.50- 1 1 1 28.75 L12 28.75- 1 1 1 16.13 L13 16.13- 1 1 1 12.88 L14 12.88- 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 Leg ft ftZ/ft plf 860 10033(3/8) C No CaAa(Out Of 108.00-0.00 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 0.70 Face) 1/2"Ice 0.30 2.21 1"Ice 0.40 4.34 LDF2-50A(3/8") C No Inside Pole 100.00-0.00 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 CC/BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 12 Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg It ftzfft plf LDF5-50A(7/8") C No Inside Pole 100.00-0.00 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 0.33 1"Ice 0.00 0.33 VXL5-50(7/8") C No Inside Pole 80.00-0.00 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 70.00-0.00 2 No Ice 0.00 0.59 3/4) 1/2"Ice 0.00 0.59 1"Ice 0.00 0.59 LDF4-50A(1/2") 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 82.50-30.50 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 AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft, ft, ft2 ftz K L1 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 0.19 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 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 2.851 0.10 L11 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 0.000 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 • t 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 It' ftz ft2 ft K 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 ftz ftz ftz ft2 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 i December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 14 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft, ftZ ftz ft2 K 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 A.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 CPZ Ice Ice ft 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 66.42-60.17 -0.7291 0.4210 -1.1017 0.6361 L9 60.17-33.94 -0.7609 0.4393 -1.1783 0.6803 L10 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 Ka K. Section Record No. Segment No/ce Ice Elev. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft, ftz K ft ° ft (2)800 10504 w/Mount A 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 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 1"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 1/2" 4.01 3.91 0.07 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 15 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ftz ftz K ft ° ft 2.00 Ice 4.42 4.58 0.11 1"Ice T-Arm Mount[TA 702-3] 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 1/2" 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 1/2" 4.39 4.49 0.07 2.00 Ice 4.83 5.12 0.11 1"Ice (2)BXA-7009014CF 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 0.11 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 1/2" 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" 3.53 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 602-1] C None 0.0000 102.00 No Ice 32.03 32.03 1.34 1/2" 38.71 38.71 1.80 Ice 45.39 45.39 2.26 1"Ice j (2)TMBXX-6516-R2M w/ 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 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 16 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg .Lateral t Vert ft ft ft, ftZ 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 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 (2)RR65-19-02DP w/ C From Leg 4.00 0.0000 88.00 No Ice 6.10 4.41 0.04 Mount Pipe 0.00 112" 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 1/2" 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 1/2" 0.57 0.26 0.01 2.00 Ice 0.67 0.33 0.02 1"Ice E15S08P80 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 w/ 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)D6845N65ZAXT w/ 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 1/2" 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 Number37512-2161,Application 157087, Revision 1 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 fe K ft ° ft 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 T'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-12UB 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-lW 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-lW 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 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 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 j 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 1/2" 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 1/2" 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 ft ft ft� ftZ K ft ° ft 0.00 1/2" 2.75 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 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/ 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-Arm Mount[TA 601-3] 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 601-1] C None 0.0000 30.00 No Ice 3.b0 0.90 0.07 1/2" 3.74 1.12 0.08 Ice 4.48 1.34 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 j Vert ft. ft ft ftZ K_ A-18A24N-U B Paraboloid w/o From 4.00 0.0000 100.00 2.00 No Ice 3.14 0.03 Radome Leg 0.00 1/2"Ice 3.41 0.05 0.00 1"Ice 3.68 0.06 i Tower Forces - No Ice - Wind Normal To Face Section Add Self F e Cr q: DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftZ K plf 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- 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 c� December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 19 Section Add Self F e CF q� DI: DR AE F w CO. Elevation Weight Weight a Face c psf ft K K e ftZ K Plf 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- 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 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 33.786 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 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 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 psf ft K K e ft K plf 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- 0.00 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 1.2 43 1 1 25.311 1.79 100.93 C tnxTower Report-version 6.0.3.0 t December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 20 Section Add Self F e CF q= DF DR AE F w CO. Elevation Weight Weight a Face c psf ft K K e K Pff 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- 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 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 33.786 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 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 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 90 To Face Section Add Self F e CF q: Dr DR AE F w CO. Elevation Weight Weight a Face c psf ft K K e ftz K Plf 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- 0.00 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 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 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: DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftz K If 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- 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 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 33.786 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 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 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 - With Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft� K pif 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 23.09 C 100.00 B 1 1.2 1 1 0.692 C 1 1.2 1 1 0.692 L3100.00- 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 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 tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 22 Section Add Self F e CF qz DF DR AE F w Uri. Elevation Weight Weight a Face psf ft K K e ftZ K Pff 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 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 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 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 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 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 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 qz DF DR AE F w Ctrl. Elevation Weight Weight a Face i c psf ft K K e ft2 K pif 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 23.09 C 100.00 B 1 1.2 1 1 0.692 C 1 1.2 1 1 0.692 L3100.00- 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 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 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 DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftz K Of 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 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 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 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 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 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 DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftz K Pff 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 23.09 C 100.00 B 1 1.2 1 1 0.692 C 1 1.2 1 1 0.692 L3100.00- 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 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 CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 24 Section Add Self F e CF q. DF DR AE F W CO. Elevation Weight Weight a Face c psf ft K K e ft, K plf 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 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 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 11 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 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 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 1.2 1 1 11.405 Sum Weight: 12.14 21.33 OTM 175.35 3.39 kip-ft Tower Forces - Service - Wind Normal To Face Section Add Self F e CF q� DF DR AE F W CO. Elevation Weight Weight a Face c psf ft K K e ft� K pif 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 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 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 tnxTower Report-version 6.0.3.0 Y December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 25 Section Add Self F e CF qZ DF DR AE F w CO. i Elevation Weight Weight a Face c psf ft K K e ftz K Of 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 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 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 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 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 Tower Forces - Service - Wind 60 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� K plf 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 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 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 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 tnxTower Report-version 6.0.3.0 i December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 26 Section Add Self F e CF q= Q. DR AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ftz K plf 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 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 Li 6 5.88- 0.04 0.31 A 1 1.2 7 1 1 4.134 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 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 Tower Forces - Service - Wind 90 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 ftZ K plf 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 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 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 12 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 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 c December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 27 Section Add Self F e CF q� Dr DR Ae F w Ctr1. Elevation Weight Weight a Face c psf ft K K e fiz K Of 30.50 B 1 1.2 1 1 8.520 C 1 1.2 1 1 8.520 1-1130.50- 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 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 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 I 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+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp tnxTower Report-version 6.0.3.0 x 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 de -Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No _ Comb. K kip-ft kip-ft 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 8 -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 R December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI 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 11.32 652.34 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 -47.29 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 13.71 Max.Vx 2 -39.97 23.68 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 28.75- 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 8.125- 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 � Y December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 30 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K kie-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 3053.08 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. Hx 21 23.43 46.28 0.20 Max.H. 3 23.43 0.32 46.21 Max.Mx 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 23.43 46.28 0.20 Min. H. 8 31.24 -46.16 -0.01 Min.Hz 15 23.43 -0.04 -46.10 Min.Mx 14 -3250.09 -0.04 -46.10 Min.M. 20 -3267.86 46.28 0.20 Min.Torsion 13 -5.22 -23.09 -39.97 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,Mx Moment,M, K K K kip-ft 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 33.43 -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,Mx Moment,M. K K K kip-ft kip-ft kip-ft No Ice 1.2 Dead+1.6 Wind 120 deg 31.24 40.02 23.11 1630.84 -2822.57 4.92 -No Ice 0.9 Dead+1.6 Wind 120 deg 23.43 40.02 23.11 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 4.38 -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 -7.33 -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 6.35 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 -6.37 -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 6.46 454.08 5.40 0.01 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, Overtuming Overturning Torque Combination Moment,Mx Moment,M, K K K kip-ft kip-ft kip-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 Summary i 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 -23.11 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 40.18 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 -0.20 46.28 23.43 0.20 0.004% 22 -40.12 -31.24 -23.17 40.12 31.24 23.17 0.000% 23. -40.12 -23.43 -23.17 40.12 23.43 23.17 0.000% 24 -23.31 -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 -7.33 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 -3.67 0.001% 32 3.67 -60.48 6.35 -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 0.001% 38 -3.70 -60.48 -6.35 3.70 60.48 6.35 0.001% 39 -0.04 -26.03 -6.46 0.04 26.03 6.46 0.004% 40 3.22 -26.03 -5.57 -3.22 26.03 5.57 0.004% 41 5.58 -26.03 -3.22 -5.58 26.03 3.22 0.004% 42 6.45 -26.03 0.00 -6.45 26.03 -0.00 0.004% 43 5.59 -26.03 3.23 -5.59 26.03 -3.23 0.004% 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 -6.47 -26.03 -0.03 6.47 26.03 0.03 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 CCl BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 33 Non-Linear Convergence Results i 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 i 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 j 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 i Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° L1 108.5-100.5 15.524 49 1.2788 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 0.0007 76.6667 L6 76.6667- 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 CCI 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 1-11 30.5-28.75 1.181 49 0.3758 0.0001 L12 28.75-16.125 1.048 49 0.3526 0.0001 L13 16.125-12.875 0.327 49 0.1941 0.0001 L14 12.875-8.125 0.208 49 0.1538 0.0000 L15 8.125-5.875 0.083 49 0.0980 0.0000 L16 5.875-4.5 0.043 49 0.0701 0.0000 L17 4.5-3.5 0.026 49 0.0534 0.0000 L18 3.5-0 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 w/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 w/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 ft in Comb. L1 108.5-100.5 110.723 22 9.1571 0.0258 L2 100.5-100 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 76.6667- 55.995 22 6.9311 0.0156 73.5787 L7 73.5787- 51.612 22 6.6771 0.0150 66.4167 L8 66.4167-60.17 41.889 22 6.3235 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 1-11 30.5-28.75 8.462 22 2.6929 0.0056 L12 28.75-16.125 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 0.112 22 0.3048 0.0006 Critical Deflections and Radius of Curvature - Design Wind 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 303-11 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 KUr A Pu Wn Ratio No. Pu ft ft ft 0 K K W L1 108.5-100.5 TP12xl2x0.375 8.00 0.00 0.0 13.695 -1.91 431.40 0.004 (1) 4 L2 100.5-100 TP14.5xl2x0.375 0.50 0.00 0.0 13.695 -1.92 431.40 0.004 (2) 4 L3 100-82.25 TP18.5568xl4.5x0.1875 17.75 0.00 0.0 11.090 -3.89 785.63 0.005 (3) 5 L4 82.25- TP18.7663x18.5568x0.49 0.92 0.00 0.0 28.970 -4.03 2135.41 0.002 81.3333(4) 23 4 L5 81.3333- TP1 9.8329xl 8.7663xl.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 0.00 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 1.75 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 4717.67 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 TP35.00lx34.6958x0.592 1.38 0.00 0.0 65.621 -29.48 4836.94 0.006 (16) 3 3 L17 4.5-3.5(17) TP35.223x35.001x0.6653 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,. �M,,. Ratio M y OM, Ratio No. Mix M-r ft kip-ft kip-ft OMnx kip-ft kip-ft �Mn y L1 108.5-100.5 TP12x12x0.375 34.55 133.07 0.260 0.00 133.07 0.000 (1) tnxTower Report-version 6.0.3.0 1 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 36 Section Elevation Size M X �M x Ratio M y �M y Ratio No. M. M-y ft kip-ft kip-ft �M_ kip-n kip-ft Way L2 100.5-100 TP14.5xl2x0.375 34.52 133.07 0.259 0.00 133.07 0.000 (2) L3 100-82.25 TP18.5568xl4.5x0.1875 260.50 293.34 0.888 0.00 293.34 0.000 (3) L4 82.25- TP18.7663xl8.5568x0.49 276.17 780.27 0.354 0.00 780.27 0.000 81.3333(4) 23 L5 81.3333- TP1 9.8329xl 8.7663xl.05 378.04 1715.96 0.220 0.00 1715.96 0.000 76.6667(5) 45 L6 76.6667- TP20.5387x19.8329x0.45 453.39 874.13 0.519 0.00 874.13 0.000 73.5787(6) 47 L7 73.5787- TP21.7666x20.5387x0.92 657.01 1878.56 0.350 0.00 1878.56 0.000 66.4167(7) 7 L8 66.4167- TP23.1648x21.7666x0.48 861.84 1179.15 0.731 0.00 1179.15 0.000 60.17(8) 01 L9 60.17- TP29.0368k23.1648x0.49 1654.03 1813.22 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 1-11 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 3438.70 0.844 0.00 3438.70 0.000 8.125(14) 85 L15 8.125-5.875 TP34.6958x34.1963x0.59 3004.28 3307.32 0.908 0.00 3307.32 0.000 (15) 37 L16 5.875-4.5 TP35.001 x34.6958x0.592 3066.63 3359.72 0.913 0.00 3359.72 0.000 (16) 3 L17 4.5-3.5(17) TP35.223x35.0014.6653 3112.19 3799.34 0.819 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 V Ratio Actual T Ratio No. V. _V T. T. ft K K �Vn kip-ft kip-ft T� L1 108.5-100.5 TP12x12x0.375 8.54 215.70 0.040 0.01 202.31 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 TP1 8.5568xl 4.54.1875 16.99 392.82 0.043 0.43 594.81 0.001 (3) L4 82.25- TP18.7663xl8.5568x0.49 17.19 1067.70 0.016 0.46 1582.13 0.000 81.3333(4) 23 L5 81.3333- TP1 9.8329xl 8.7663xl.05 24.07 2350.03 0.010 0.66 3479.43 0.000 76.6667(5) 45 L6 76.6667- TP20.5387xl9.8329x0.45 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 66.4167(7) 7 L8 66.4167- TP23.1648x21.76660.48 33.49 1292.49 0.026 1.77 2390.94 0.001 60.17(8) 01 L9 60.17- TP29.0368x23.1648x0.49 38.31 1627.52 0.024 2.87 3676.65 0.001 33.9351 (9) 66' L10 33.9351 - TP29.229WT11930.53 40.10 1836.26 0.022 3.28 4306.07 0.001 30.5(10) 93 1-11 30.5-28.75 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 6125.04 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 CC18U No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 37 Section Elevation Size Actual V Ratio Actual �T Ratio No. Vu V T. T. ft K K Wn kip-ft kip-ft �T 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) TP35.223x35.0014.6653 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. mm May V T. Stress Stress �Pe A Ratio Ratio ft �Mnx.. .. $M�y7.T�.......... - L1 108.5-100.5 0.004 0.260 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 4 8 2 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 Y 73.5787(6) 1/ L7 73.5787- 0.002 0.350 0.000 0.014 0.000 0.352 1.000 4 8 2 66.4167(7) k� L8 66.4167- 0.005 0.731 0.000 0.026 0.001 0.736 1.000 4 8 2 60.17(8) V L9 60.17- 0.005 0.912 0.000 0.024 0.001 0.918 1.000 4 8 2 a' 33.9351 (9) L10 33.9351 - 0.006 0.919 0.000 0.022 0.001 0.925 1.000 4 8 2 30.5(10) V 1-11 30.5-28.75 0.005 0.851 0.000 0.020 0.001 0.856 1.000 4 8 2 b' (11) ` p L12 28.75- 0.005 0.845 0.000 0.018 0.001 0.850 1.000 4 8 2 16.125(12) 1/ L13 16.125- 0.006 0.867 0.000 0.019 0.001 0.873 1.000 4 8 2 ' 12.875(13) L14 12.875- 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) L16 5.875-4.5 0.006 0.913 0.000 0.019 0.001 0.919 1.000 4 8 2 (16) L17 4.5-3.5(17) 0.005 0.819 0.000 0.017 0.001 0.825 1.000 4 8 2 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 OPa.. % Pass w No. ft Type Element K K Capacity Fail L1 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 L3 100-82.25 Pole TP18.5568xl4.5x0.1875 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 TP1 9.8329xl 8.7663xl.0545 5 -6.65 4700.05 22.2 Pass to,,(Tower 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 38 Section Elevation Component Size Critical P oPe.. % Pass No. ft Type Element K K Capacity Fail 76.6667 ' L6 76.6667- Pole TP20.5387xl9.8329x0.4547 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 L11 30.5-28.75 Pole TP29.6177x29.2292x0.5905 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 4805.25 91.5 Pass L16 5.875-4.5 Pole TP35.001 x34.6958x0.5923 16 -29.48 4836.94 91.9 Pass L17 4.5-3.5 Pole TP35.223x35.001x0.6653 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(1-18) 92.8 Pass RATING= 92.8 Pass i i i 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 i i APPENDIX B BASE LEVEL DRAWING i i - i i i 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 40 (cn000sco-iN moiuon+o�Ns+•uco) (])J/L' ]0 R lCVEt lI µLED) 12) (i])7/0'+0 70 Ei LEVEL \ MITITV"������• In /3" .JO R LCVEL •••• J/B'10 FT " o�O (�_),-5{B'TO i0+0 LEVEL 121 7/Q 5' 1+�1%e'+0 00 R LEVEL ••o% •• VJ Lao) 100 R LEvCL (i 1)7LE0) \ f=7]/9+0 100 FTLEVEL tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CC/BU No 806579 Project Number37512-2161,Application 157087, Revision 1 Page 41 APPENDIX C ADDITIONAL CALCULATIONS Program Version 6.0.3.0-12/7/2011 File:G:/TOWER/375_Crown_Castle/2012/37512-2161 BU 806579/WO539085 BU806579/37512-2161 Crown.eri tnxTower Report-version 6.0.3.0 10B 5It DESIGNED APPURTENANCE LOADING o i o TYPE ELEVATION TYPE ELEVATION (2)800 10504 w/Mount Pipe 108 1 Platforrn Mount[LP 303-1) 80 0 (2)800 10504 w/Mount Pipe 108 (4)DBB45N65ZAXT W Mount Pipe 78 100.5 ft - 1 (2)800 10504 w/Mount Pipe 108 (4)D8845N65ZAXT wl Mount Pipe 78 o c I T-Arm Mount[TA 702-3) 108 (4)DB845N65ZAXT w/Mount Pipe 78 I -• I o (2)BXA•7009014CF wl Mount Pipe 102 800 10121 w/Mount Pipe 70 (2)BXA-7009014CF w/Mount Pipe 102 800 10121 w/Mount Pipe 70 j I ¢ (2)BXA-7009014CF wl Mount Pipe 102 (2)ETD819G-12UB 70 BXA-1 71 090/8CF w/Mount Pipe 102 (2)ETD819G-12US 70 n a m BXA-171090/8CF wl Mount Pipe 102 (2)ETD819G-12UB 70 ''^ I'^ o BXA-17109018CFw/Mount Pipe 102 (2)ETM19OG-12UB 70 � (2)FD9R6004 102 (2)ETM190G-12UB 70 - (2)FD9R6004 102 (2)ETM190G-12UB 70 n (2)F09RB004 102 (2)CCDP-565-1 W 70 8-ft Ladder 102 (2)CCDP•555-1 W 70 82.3 ft Platform Mount[LP 602-11 102 (2)CCDP-565-1 W 70 v m A-18A24N-U 100 DBXNH-6565A-A2M wl Mount Pipe 70 i m 63 ! (2)TMBXX-6516-R2M wl Mount 88 DBXNH-6565A-A2M wl Mount Pipe 70 Pipe DBXNH-6565A-A2M wl Mount Pipe 70 m m 76.7 ft (2)TMBXX-6516-R2M wl Mount 88 9442 RRH 700 70 Pipe 9442 RRH 700 70 1O I c m c (2)RR65-19-020P w/Mount Pipe 88 m 73.6 ft (2)RR65-19-02DP w/Mount Pipe 88 9442 RRH 700 70 o I m I (2)RR65.19-02DP w!Mount Pipe BB 9442 RRHAWS 709442 RRH AWS n E15S09P94 88 70 r m ur n - 9442 RRH AWS 70 o E15SO9P94 88 o I I DC6-4B-60-18-8F 70 I E15S09P94 88 6fi.4 ft DBXNH-8585A-A2M wl Mount Pipe 70 i I m I i E15SO8P80 88 DBXNH-8585A-A2M w/Mount Pipe 70 E15SOBPB0 188 m N N m i e DBXNH-8585A-A2M w!Mount Pipe 70 r c E15SOBPBO 88 o c ii r T-Am Mount[TA 601-3] 70 I i 60.2 ft (2)TM Mount[rA R2M 88 800 10121 wl Mount Pipe 70 t---I (2)TM BXX-6516•R2M w/Mount 88 Pipe Mount ... Pipe PM 601-130[ i GPS-TMG-26NMS 30 Cj MATERIAL STRENGTH GRADE Fy I Fu GRADE Fy IFu A53-B-35 35 ksi 158 ksi IReinf65.00 165ksi 65 ksi A572-65 65 ksi 80 ksi - L ( m N N O N r TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. xo 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. m 4. Tower is also designed for a 50 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. i5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 33.9 ft 7. Topographic Category 1 with Crest Height of 0.00 ft o N m I N N 8. TOWER RATING:92.8% ai 30.5 ft 28.8 ft ALL REACTIONS ARE FACTORED ry I AXIAL N l o i 60K � I N SHEAR I \ MOMENT 16.1 7 K1_J 1 571 kip-ft m P i 12.9 ft TORQUE 1 kip-ft n I Q I m 50 mph WIND-0.7500 in ICE o AXIAL 81 ft 31 K N ' I N) m � O � 5.9 It I 4.5 ft SHEAR �•� MOMENT N j b 46 K ( J 1 3273 kip-ft r, � � o ' I � 0.0 it -- „ TORQUE 6 kip-ft ( REACTIONS-120 mph WIND ° alY a oalm c y (" S z' t U) m (5 3 Paul J Ford and Company °b 100'Mono—ole/Cutchogue 958280 250 E. Broad Street Suite 1500 Project:PJF37512-2161/BU806579 Columbus, OH 43215 client:CCI Dra"by:Brian K Kermode !App'd: Phone:614.221.6679 code: TIA-222-G oaie:12/18/12 ;scale: NTS FAX:614.448.4105 Path' ms c mn...ns.eu eocsraw awes eueossrwn x.n6+aM .niDwg No'E-1 Date: 12/18/2012 fs PAUL J. FORD AND COMPANY PJFProjech 37512-2161 STRUCTURAL ENGINEERS Client Ref.# BLI 806579 I. 250 East Broad Street Suite 1.500•Columbus,Ohio 43 21 5-3 700 i Phone 614-221-(,G79 Faz G74-448-1105 www.PlFweb.ernn Site Name: NY Cutchogue Description: 100-ft Tapered w/Prop.12'Ext Owner: Crown v4.1-Effective 7-3-12 Engineer: BKK Asymmetric Anchor Rod Analysis Moment= 3273 k-ft TIA Ref. G Location= Base Plate Axial= 31.0 kips ASIF= NIA rl= 0.55 for BP,Rev.G Sect.4.9.9 Shear= 46.0 kips Max Ratio= 105.0% Threads= N1A for FP,Rev.G Anchor Qty= 20 **For Post Installed 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,ksi degrees Circle,in in' Area,in on,kips kips Calc,kips kips kips Ratio 1 2.250 #1 BJ 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 #1 BJ A615 Gr 75 75 100 52.5 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 #18J 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 #1 BJ A615 Gr 75 75 100 217.5 44.00 0.00 3.98 178.70 1 174.74 184.04 1 0.00 260.00 70.8 6 2.250 #1 BJ 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 3.98 192.76 188.81 198.11 0.00 260.00 76.2 8 2.250 #1 BJ A615 Gr 75 75 100 322.5 44.00 0.00 3.98 197.27 193.31 202.61 0.00 260.00 77.9% 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 Dywidag(150 ksi) 127.7 150 90.0 1 47.00 0.00 2.71 131.49 128.79 135.13 191.80 191.80 70.5% 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) 1 127.7 150 270.0 47.00 0.00 2.71 1 129.33 126.64 1 132.97 191.80 191.80 69.3% 13 0.000 Dywidag(150 ksi) 0 0 45.0 51.50 0.00 0.00 0.00 0.00 1 0.00 149.70 0.00 0.0% 14 0.000 Dywidag(150 ksi) 0 0 135.0 51.50 0.00 0.00 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 1 400.00 76.5 18 2.500 A193 Gr B7 105 125 114.0 57.00 0.00 4.91 299.74 294.85 306.33 0.00 400.00 76.6% 19 2.500 A193 Gr B7 105 125 285.0 57.00 0.00 4.91 292.71 1 287.83 299.30 0.00 400.00 74.8% 20 2.500 A193 Gr B7 105 125 209.0 57.00 0.00 4.91 290.80 265.91 297.38 O.OD 400.00 74.3% 62.32 I Copyright 2011,Paul J.Ford and Company,all right reserved. Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions: 1)Rod groups at corners. 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 top of concrete not exceeding(1)"(Rod Diameter) Site Data Base Reactions BU#: TIA Revision: G Reactions modified to Site Name: Factored Moment,Mu:7432.15667 ft-kips account for post- A #: Factored Axial, Pu: 15.8 kips installed anchors Anchor Rod Data Factored Shear,Vu: 23.5 kips Eta Factor, n 0.55 1 TIA G(Fig.4-4) Qty: 8 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G-->Max Rod (Cu+Vu/rl): 202.6 Kips Yield, Fy: 75 ksi Axial Design Strength, O*Fu*Anet: 260.0 Kips Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 77.9% Pass Bolt Circle:1 44 in AnchorSpacing:l 6 in Plate Data Base Plate Results Flexural Check PL Ref. Data W=Side: 42 in Base Plate Stress: 50.1 ksi Yield Line(in): Thick: 2.25 in PL Design Bending Strength, (D*Fy: 54.0 ksi 23.40 Grade: 60 ksi Base Plate Stress Ratio: 92.8% Pass Max PL Length: Clip Distance: 16 in 23.40 NIA-Unstiffened Stiffener Data(Welding at both sides) Stiffener Results Configuration: Unstiffen]in Horizontal Weld : N/A Weld Type: ** Vertical Weld: N/A Groove Depth: in** Plate Flex+Shear,fb/Fb+(fv/Fv)A2: N/A Groove Angle: degrees Plate Tension+Shear,ft/Ft+(fv/Fv)A2: N/A Fillet H.Weld: <--Disregard Plate Comp. (AISC Bracket): N/A Fillet V.Weld: Pole Results Width: in Pole Punching Shear Check: N/A Height: in Mo. PL Length Thick: in Yield Line �j Anchors 5l Notch: in of corner. 5c t= BASE PL Grade: ksi Oty/4 THICKNESS Weld str.: ksi I tt Anchor. Typ. / •� STIFFENED CONFIGURATION iASSUMED IN TOOL Pole Data `% B.C. _ Diam: 36 in 7� — I> . Thick: 0.3125 in ( r.Q Input Cleor Space .. \ ---- of B.C. for Slnole Grade: 65 ksi \ I / Anchor Cose #of Sides: 12 "T IF Round \�so �L� I Dole w/ TAM - D Anchor Spor"Ing Some As S:7flener Spocing. e • for l_onle Corner Anch" (I.^.put Clear Space) Note:for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes CClplate 1.5-Square Base F-G 1.2, Effective March 19, 2012 Analysis date: 12/18/2012 Date: 12/18/2012 PAUL J. FORD AND COMPANY PJF Project. 37512-2161 STRUCTURAL ENG I N EERS Client Ref.# 806579 250 Fast Broad Street Suite 1500•Cohimbus,Ohio 43215-3708 Site Name: Phone 614-221-6679 Fax 614-148-410.,- v,v-PJF-b.,-om Description: Determination of Loads in extension bolts.100'Elevation Owner. v4.1-Effective 7-3-12 Engineer: BKK Asymmetric Bolt Analysis Moment= 34.52 k-ft TIA Ref. G Location= Flange Plate Axial= 1.92 kips ASIF= N/A 0= N/A for BP,Rev.G Sect.4.9.9 Shear= 8.61 kips Max Ratio= 105.0% Threads= X-Excluded for FP,Rev.G Anchor Qty= 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, Compressi Tension, Capacity Override, Capacity, Capacity Item Bolt Dia,in Spec F7k., Fur ksi degrees in in' Area,in2 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 0.00 56.80 12.2% 3 1.000 A193 Gr B7 105 125 60.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 4 1.000 A193 Gr B7 105 125 120.0 25.75 0.00 0.79 7.36 6.94 6.94 1 0.00 56.80 1 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 B7 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 7.36 6.94 6.94 0.00 56.80 12.2 9 1.000 A193 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 I i I .I i i °Copyright 2011,Paul 1.Ford and Company,all right reserved. Stiffened or Unstiffened, Exterior Flange Plate - Any Solt 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 kips =0.75, *Vn(kips): App#: Elevation: 100 feet 40.50 Pole Manufacturer: Other If No stiffeners,Criteria: TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Non-Rigid Bolt Data Bolt Tension Capacity, cp*Tn,B1: 56.81 kips cp'Tn Qty: 12 Adjusted cp*Tn (due to Vu=Vu/Qty), B: 56.80 kips cpTn[(1-(vu/(pvn)^2i^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 Pry: 2.289 in Strength (Fu): . 125 ksi Min PL"treo"for actual T w/Pry: 0.610 in Yield (Fy): 105 ksi Min PL"t1"for actual T w/o Pry: 0.800 in Circle in.): 25.75 T allowable with Prying: - 33.08 kips 0:5a':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: 7.7 ksi TIA G Single-Rod B-eff: 3.84 in Allowable Plate Stress: 45.0 ksi (p*Fy Compression Plate Stress Ratio: 17.1% Past Comp.Y.L.Length: Stiffener Data(Welding at Both Sides) No Prying 21.28 Config: 0 * Tension Side Stress Ratio, (treq/t)12: 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,fUFt+(fv/Fv)^2:n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi Pole Data Diam: 14.5 in - [ Thick: 0.1875 in Grade: 65 ksi ( AM£ t #of Sides: 18 "0"IF Round Fu 80 ksi P Reinf.Fillet Weld 0 "0"if None fs � *0=none,1 =every bolt,2=every 2 bolts,3=2 per bolt * Note:for complete joint penetration groove welds 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 I ♦ � Stiffened or Unstiffened, Exterior Flange Plate -Any 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 kips =0.75, *Vn (kips): App#: Elevation: 100 feet 40.50 i Pole Manufacturer: Oth Ilf No stiffeners,Criteria: I TIA G <-Only Applcable to Unstiffened Cases Flange Bolt Results Non-Rigid Bolt Data Bolt Tension Capacity, cp*Tn,B1: 56.81 kips (p*Tn Qty: 12 Adjusted T*Tn (due to Vu=Vu/Qty), B: 56.80 kips TTnf(1-(Vu/(pvn)A21A0.5 Diameter(in.): 1 Bolt Fu: 125 Max Bolt directl applied Tu: 6.94 Kips Bolt Material: Other Bolt Fy: 105 Min. PL"tc"for B cap.w/o Pry: 2.806 in Strength (Fu): 125 ksi Min PL"treg"for actual T w/Pry: 0.761 in Yield (Fy): 105 ksi Min PL"t1"for actual T w/o Pry: 0.981 in j Circle in.): 25.75 T allowable with Prying: 25.45 kips 0sa'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 rp*Fy Compression Plate Stress Ratio: 21.2% Pasc Comp.Y.L.Length: Stiffener Data(Welding at Both Sides) No Prying 22.78 Config: 0 * Tension Side Stress Ratio, (treq/t)A2: 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 Width: in Plate Flex+Shear,fb/Fb+(fv/Fv)A2: n/a Height: in Plate Tension+Shear,fUFt+(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.: ksi Pole Data a Diann: 12 in Thick: 0.375 in �) Grade: 35 ksi#of Sides: 0 "0"IF Round Fu 63 ksi Reinf.Fillet Weld 1 0 "0"if None ' {s 0=none,1=every bolt,2=every 2 bolts,3=2 per bolt "Note:for complete joint penetration groove welds 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: (P Dead Load Factors Soil Bearing = 0.75 u- 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: Soil Cone of Uplift= 0 degrees CO N Uplift Cone from Top of footing (18)#8 Rebar I ~ o r- Depth to Water Table = 52 ft Top and Bottom Layer Soil Cohesion Friction Ult Depth = Thk Density Angle Bearing ft pcf ksf degrees ksf ft v 12 115 0 0 10 12.00 I (18)#8 Rebar i Top and Bottomk/___� 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 Stl = 28.44 in^2 >=21.25 in"2 = Min Stl, OK Concrete Volume = 70.6 yd^3 Total Pier Reinf Stl = 37.44 in^2 >=20.36 in"2 = 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 Rebar v2.1 ---------_._._.. 37512-2161 R1 PERMIT.DING CROWN CASTLE PROJECT: BU#806579;NY CUTCHOGUE 958280;CUTCHOGUE,NY C. SPECIAL INSPECTION AND TESTING MONOPOLE RETROFIT PROJECT MASTER NOTES DOCUMENT(REV.2,1/22/2009) 1. ALL WORK SHALL BE SUBJECT TO REVIEW 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-10666 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+3/4"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 9FRa-RTTR=PONSIBILITY 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. INFORMATION AND DOCUMENTS PROVIDED TO PAUL J.FORD&COMPANY BY CROWN CASTLE. THIS 3. OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE INFORMATION PROVIDED HAS NOT BEEN FIELD VERIFIED BY PAUL J.FORD&COMPANY FOR ACCURACY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. AND THEREFORE DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD 4. AN INDEPENDENT QUALIFIED INSPECTION/TESTING AGENCY SHALL BE SELECTED, RETAINED AND PAID BE ANTICIPATED. 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 AND/OR (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 EXISTING UNREINFORCED 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 ANTENNA AND PLATFORM LOADS S146WRIMHESE 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 AND/OR 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 (CWI). 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 WHATEVER TEMPORARY BRACING,GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH 1.) P RFORM CONTINUOUS ON-SITE OBSERVATION,INSPECTION,VERIFICATION,AND TESTING MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE DURING TF�E-T ONTRACTOR IS WORKING ON-SITE. AGENCY SHALL NOTIFY OWNER COMPLETION OF THE PROJECT. IMPORTANT CUTTING WELDING AND SAFETY GUIDELINES: THE IMMEDIATELY WHEN FIELD PROBLEMS OR DISCREPANCIES OCCUR. CONTRACTOR 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. CONCRETE TESTING PER A I- NOT REQUIRED CROWN CASTLE GUIDELINES FROM CROWN CASTLE. PER THE 12-01-2005 CROWN CASTLE DIRECTIVE: D. S R C RA S "ALL CUTTING AND WELDING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN=E (1.) CHECK STEEL ON THE JOB WITH THE PLANS. P C TT D 00 5 (2.) CHECK MILL CERTIFICATIONS. THE ENTIRE LIFE OF THE PROJECT". (3.) CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS. 5. THE STRUCTURALI DOCUMENTS DO NOT INDICATE THE METHOD OR MEANS OF (4.) INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY (5.) CALL FOR LABORATORY TEST REPORTS WHEN IN DOUBT. RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND (6.) CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. PROCEDURES. OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR 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 (1.) VERIFY 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 CIA. 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 SUPERVISION 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 MUST 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 SHALL BE RESPONSIBLE FOR INITIATING,MAINTAINING, AND SUPERVISING ALL (A.) INSPECT WELDING EQUIPMENT FOR CAPACITY,MAINTENANCE AND WORKING CONDITIONS. SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS (B.) VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR RESPONSIBLE TO INSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE CONFORMANCE TO SPECIFICATIONS. LOCAL,STATE,AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK AS WELL AS (C.) INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS CROWN CASTLE SAFETY GUIDELINES. DI A. 9. THE CONTRACTOR 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 AND/OR 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 (I.) CHECK TO SEE THAT WELDS ARE CLEAN AND FREE FROM SLAG. REINFORCING MUST BE 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 SUCCESSFULLY INSTALLED THE MONOPOLE REINFORCEMENT SYSTEM, THE CONTRACTOR SHALL REPAIRED. RE-INSTALL THE PLATFORMS. IN NO CASE SHALL ANY NEW AND/OR ADDITIONAL PLATFORMS AND/OR F. SPECIAL INSPECTION OF EXISTING SHAFT-TO-FLANGE WELD CONNECTIONS- (NOT REQUIRED): ANTENNAS AND/OR COAX CABLES AND/OR OTHER EQUIPMENT BE INSTALLED ON THE MONOPOLE UNTIL G. REPORTS: THE CONTRACTOR HAS SUCCESSFULLY COMPLETED THE INSTALLATION OF ALL OF THE REQUIRED (1.)COMPILE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO THE OWNER. STRUCTURAL 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 IS NOT INTENDED TO BE ALL-INCLUSIVE. IT DOES NOT LIMIT THE TESTING AND 1. ANY AND ALL FIELD WELDING REQUIRED 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 THIS 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 AND/OR 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 SAFETY GUIDELINES WHICH ALSO INCLUDE"LOW 7 IL(,hNIUULb. IhL UUN IKAL;IUN 1Zj SOLELY RESPONSIBLE FOR MAINTAINING THE SAFETY AND 1C7THE 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 NEwY GNICAR qh, 0,p P 03Ct. cn 1t � a J AN pROFEWO� Q 12-1e-2012 s= d N s s>® PROJECT No: �aAg PAUL J. FORD AND COMPANY 37512-2161 ISSUE DATE OF N �9 �aor� �o STRUCTURAL ENGINEERS gU #806579� NY CUTCHOGUE 958280 DRAWN BY: cD < = n v: 250 East Broad street•Suite 1500 Columbus,Ohio PERMIT R1:12-18-2012 .a m m m m z o (614)221-6679 www.p)fwebxom B.M.S. a o _ N r. CHECKED BY: CUTCHOGUE NY B.K.K. CROWN CASTLE ' MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY: �� No3u S_1 m m m `S o 8 PAT DRIVE,PITTSFORD,NY '14534 o a c 7 PFi:(585)899-3445 FAX:(585)899.3448 DATE: 10-17-2012 37512-2161 R1 PERMIT.DWG D. STRUCTURAL STEEL G. CAST-IN-PLACE CONCRETE-(NOT REQUIRED) I STRUCTURAL STEEL MATERIALS,FABRICATION,DETAILING,AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING REFERENCE STANDARDS: H. EPDXY GROUTED REINFORCING ANCHOR RODS A. BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC): 1. UNLESS OTHERWISE NOTED,RMRFURMP77MHOR RODS SHALL BE 150 KSI ALL-THREAD BAR A.) "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL CONFORMING TO ASTM A722. RECOMMENDED MANUFACTURERS/SUPPLIERS 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 EPDXY COATED PER ASTM A775. ENGINEERING 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 EPDXY SPECIFICALLY EXCLUDED). MANUFACTURERS'INSTRUCTIONS,PRIOR TO PLACEMENT OF ANCHOR RODS AND EPDXY. B. BY THE AMERICAN WELDING SOCIETY(AWS): CONTRACTOR SHALL FOLLOW ALL ANCHOR ROD AND EPDXY MANUFACTURER RECOMMENDATIONS (A. "STRU FURAL WELDING CODE-STEEL D1.1." REGARDING HANDLING OF RODS,EPDXY,ACCEPTABLE AMBIENT TEMPERATURE RANGE DURING (B.) "SYMBOLS FOR WELDING AND NON-DESTRUCTIVE TESTING" INSTALLATION AND POST-INSTALLATION CURING,THE EFFECT OF TEMPERATURE ON EPDXY CURING 2. ANY MATERIAL OR WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH TIME,PREPARATION OF HOLE,ETC. THE CONTRACT DOCUMENTS SHALL BE CORRECTED,MODIFIED,OR REPLACED AT THE 4. ULTRABOND 1,HILTI HIT RE-500 OR ANCHORTITE EPDXY 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 EPDXY,A 3. TIGHTEN ALL STRUCTURAL BOLTS,INCLUDING THE AJAX M20 BOLTS WITH SHEAR SLEEVES, REQUEST INCLUDING THE EPDXY TECHNICAL DATA SHEET(S)SHALL BE SUBMITTED TO PAUL J FORD ACCORDING TO THE REQUIREMENTS OF THE AISC"TURN OF THE NUT"METHOD. TIGHTEN BOLTS 1/3 AND COMPANY FOR REVIEW PRIOR TO CONSTRUCTION. AS NOTED ABOVE,FOLLOW ALL EPDXY TURN PAST THE SNUG TIGHT CONDITION AS DEFINED BY AISC. MANUFACTURER RECOMMENDATIONS REGARDING HANDLING OF EPDXY,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 EPDXY CURING TIME,PREPARATION OF HOLE,ETC. OTHERWISE ON THE DRAWINGS. 5. ONCE THE REINFORCING ANCHOR RODS HAVE BEEN INSTALLED AND ALL EPDXY 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/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. THE CONTRACTOR SHALL TOUCH UP ANY AND/OR ALL AREAS OF GALVANIZING ON THE EXISTING 9. ALL WELDS SHALL BE VISUALLY INSPECTED BY THE OWNER'S APPROVED TESTING AGENCY. OTHER STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED DURING CONSTRUCTION. TESTS 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 PERFORM THEIR DUTIES 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 WELDING SHALL 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 INSPECTION/TESTING 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,AND/OR 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,AND/OR 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 INSPECTION/TESTING 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. CUTS SHALL EXTEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING. ALL CUT EDGES SHALL BE GROUND SMOOTH AND DE-BURRED. CUT EDGES THAT ARE TO BE 3. DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES AS REQUIRED. FIELD WELDED SHALL BE PREPARED FOR FIELD WELDING PER AWS D1.1 AND AS SHOWN ON THE 4. ALL GALVANIZING SHALL BE DONE AFTER FABRICATION IS COMPLETED AND PRIOR TO FIELD DRAWINGS. IT 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 CONTRACTORD THE INSTALLATION OF THE MONOPOLE E. BASE PLATE GROUT REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY THE OWNER, THE OWNER WILL BE 1 NEW GROUTF R T E 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 PLATE WITH NO VOIDS REMAINING BETWEEN TOP WELDED CONNECTIONS. ANY CORROSION OF,DAMAGE TO, FATIGUE, FRACTURE, AND/OR 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 AND/OR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". OF NEVy Y CARq�, ^'P W ft 03 W LU r 'n0 079a23 pROFFSS JAN 18 716013 Q 12.18-2012 N a s n o PROJECT No: -. Q PAUL J. FORD AND COMPANY 37512-2161 ISSUE DATE OF 3 = ^s DRAWN BY: NON noA STRUCTURAL ENGINEERS gU #806579� NY CUTCHOGUE 958280 _ o PERMIT R1:12 18 2012 m v a-w a°i - 250 East©road Street•Suile 1500 Columbus,Ohio 43215 B.M.S. m m m' m o (614)221-6679 www.pjfweb.com 1 CHECKED BY: CUTCHOGUE, NY � oa �3 = N,= B.K.K. s CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY: �_2 v w a c r o n a,o R PARKMEADOW DRIVE,PITTSFORD,NY 14534 DATE: o._, `;3 PH: (585)899-3445 FAX:(585)899-3448 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 AlSC'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS',DEC.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 (DTI'S)AND HARDENED WASHERS. DTI'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. NOTES 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.SQUIRTER®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:/ANWW.APPLI EDBOLTING.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 DTI'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,HOT-DIP GALVANIZED PER ASTM A123; FIELD COAT WITH ZRC ZINC COLD-GALVANIZING COMPOUND AFTER FIELD DRILLING; HOLE DIAMETER:NOMINAL 30mm(1-3116"MAXIMUM) FIELD DRILLED HOLE IN SHAFT WALL; COAT WITH ZRC ZINC COLD-GALVANIZING COMPOUND; DIRECT TENSION INDICATOR(DTI)-SQUIRTERS'STYLE;ASTM F959 MANUFACTURED BY HOLE DIAMETER:NOMINAL 30mm(1-3116"MAXIMUM) APPLIED BOLTING TECHNOLOGY PRODUCTS,INC.COLD MECHANICALLY GALVANIZED MACHINED END OF AJAX BOLT NOTE: ALL SHOP AND FIELD DRILLED FOR AJAX INSTALLATION TOOL HOLES SHALL BE NOMINAL 30MM DIAMETER. THE MAXIMUM HOLE DIAMETER PERMITTED IS 1-3/16". AJAXM2080LT(NOMINAL20mmOD) AJAX M20 BOLT HEAD: AJAX NUT(LUBRICATE THREADS,REFER TO NOTES.) NOTE:ALL AJAX BOLTS,AJAX SPLIT 29mm OD HARDENED FLAT WASHER ASTM F436; WASHERS,AJAX WASHERS,AJAX AJAX WASHER COLDMINIMUM MECHANICALLSS Y COLD MECHANICALLY GALVANIZED NUTS,AND SHEAR SLEEVES SHALL BE AJAX SPLIT WASHER HOT DIP GALVANIZED PER ASTM A123, SHEAR NOTE:COMPRESSIBLE GASKET MATERIAL SUCH AS NEOPRENE OR SILICONE CAULKING SHALL BE INSTALLED IN THIS GAP TO ENSURE �@ �/�/ PLANE THE SHEAR SLEEVE REMAINS SEATED TOWARD POLE SHAFT. /0, N E y GRIP SHEAR SLEEVE(Fu=120 KSI MIN): {� SIZE:29mm OD x 20mm ID C�' OiQ LENGTH=NOMINAL[GRIP-6mm]=[GRIP-0.25"[[TOL.-0',+1132') 1( ✓ SLEEVES SHALL BE ROUND,WITH ENDS CUT SQUARE AND DEBURRED. ` LU �Uj TYPICAL AJAX BOLT DETAIL 1 G S-3 s �Q 079�Z3 pROFE d!AN� 1 Qj 12-18-2012 N ^ s s n o PROJECT No: " o' 37512-2161 d PAUL J. FORD AND COMPANY N DRAWN BY: ISSUE DATE OF d - o-5 m a STRUCTURAL E N G I N E E R S gU #806579� NY CUTCHOGU E 958280 PERMIT R1:12-18 2012 S -'c a iu,m , (61 )2 Broad Slranl•Suite 1500•Columbus,Ohio 43215 B.M.S. o o. Q (61A)221-6679 www.pjfweb.com 7 4; a = �3 �= CUTCHOGUE, NY CHECKED BY: $no _o B.K.K. H CROWN CASTLE APPROVED BY: _a E-Fft MONOPOLE REINFORCEMENT AND RETROFIT PROJECT a � i; �f.�� aa 8 PARKMEADOW DRIVE,PITTSFORD,NY 14534 DATE: S-3 o n 3 5 s =a PH:(585)899-3445 FAX:(585)899-3448 10-17-2012 37512-2161 Rl PERMIT.DWG NOTE: NO DETAILED INFORMATION REGARDING INTERFERENCES WAS PROVIDED. THEREFORE, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 1 108'-6"" _ _ a 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. POLE S P ECI FICATIONS POLE SHAPE TYPE: 12-SIDED POLYGON;ROUND EXTENSION TAPER: 0.222020 INIFT SHAFT STEEL: ASTM A572 GRADE 65&A53-B-35 BASE PL STEEL: ASTM A568 GR.E(60 KSI) ANCHOR RODS: 2 114"0 918J ASTM A615 GRADE 75 85'-6" SHAFT SECTION DATA SHAFT SECTION LENGTH PLATE THICKNESS LAP SPLICE DIAMETER ACROSS FLATS (IN) SECTION (FT) (IN) (IN) @ TOP @ BOTTOM 1 8.50 0.3750 12.000 12.000 2 1 0.1875 37.92 14.500 21.260 3 39.64 0.2813 49.56 20.164 29.037 4 38.06 0.3125 1 27.550 36.000 NOTE: DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES CONTRACTOR SHALL PROVIDE ASTM A36 SHIM PLATES BELOW SLIP JOINTS.THE SHIM PLATES SHALL BE PLACED BETWEEN THE NEW 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 SPLICE PLATE LOCATION. NEW AEROSOLUTI O NS M P3 NOTES: REINFORCING (OPTION #1) 1.ALL STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ELEVATION FLAT# MP3 ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING 2-0"TO RAI` 1&9 MP306 HIGH-STRENGTH BOLTS',DEC.31,2009. 8'1 TO 32'-0" 5 MP306 2.ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC 26'1 TO 37'-3' 4,12 8 8 MP305 0 'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS,DEC.31,2009. ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR SLEEVES(ASTM A519 WITH MIN.Fu=105 KSI).CONTACT SUPPLIER z m 3.'ALL AJAX M20 BOLTS WITH SHEAR SLEEVES SHALL BE PRETENSIONED AND TIGHTENED UNTIL THE DIRECT FOR MATERIAL(PLATE&BOLTS)AND INSTALLATION PROCEDURES. o TENSION INDICATOR(DTI)WASHERS SHOW THAT THE PROPER BOLT TENSION HAS BEEN REACHED.SEE NOTES w m AND DETAIL ON SHEET S-3 FOR THE USE OF DIRECT TENSION INDICATOR(DTI)WASHERS WITH THE AJAX M20 NEW SABRE FLAT PLATE X Z BOLTS. 00 0 4.DTI'SREQUIRED: 'ALL AJAX BOLTS SHALL BE INSTALLED USING DIRECT TENS10N INDICATORS(DTIS)AND REINFORCING (OPTION #2) w HARDENED WASHERS.DTI'S SHALL BE THE SQUIRTER®STYLE,MADE TO ASTM F959 LATEST REVISION;AND w 3 U � HARDENED WASHERS SHALL CONFORM TO ASTM F436 AND HAVE A HARDNESS OF RC 38 OR HIGHER. ELEVATION FLAT# FLAT PLATE ga M LL ? mm 5. NUT LUBRICATION REQUIRED: 'PROPERLY LUBRICATE THE THREADS OF THE NUT OF THE AJAX BOLT SO 7-0"TO 32'-0" 1&9 MS-850 Z J THAT IT CAN BE PROPERLY TIGHTENED WITHOUT GALLING AND/OR LOCKING UP ON THE BOLT THREADS. 811 TO 32'-0" 5 MS-850 CONTRACTOR SHALL FOLLOW DTI MANUFACTURER INSTRUCTIONS FOR PROPER LUBRICATION AND TIGHTENING. 26'1 TO 3T-3 4.12&8 MS-600 REFER TO SHEET S-3. ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR 0 0 t � SLEEVES(ASTM A519 WITH MIN.Fu=105 KSI).CONTACT SUPPLIER z a 0 6.AJAX BOLT HOLE SIZE:ALL SHOP-AND FIELD-DRILLED HOLES SHALL BE NOMINAL 30MM DIAMETER. THE FOR MATERIAL(PLATE&BOLTS)AND INSTALLATION PROCEDURES. MAXIMUM HOLE DIAMETER PERMITTED IS 1-3116". REFER TO SHEET S-3. w O M NEW CCI FLAT PLATE (100 KSI) w 0- 0:J 'AS OF 513012012,UNTIL FURTHER NOTICE,CROWN CASTLE WILL ACCEPT AJAX BOLTS TIGHTENED USING AISC m 0 2 TURN-OF-THE-NUT"METHODOLOGY.INSTALLERS SHALL FOLLOW CROWN GUIDELINES FOR AISC'TURN-OF-THE-NUT" REINFORCING (OPTION #3) a o CC METHOD AND ALSO PROVIDE COMPLETE INSPECTION DOCUMENTATION IN THE PMI. m w w - SEE CHART ELEVATION FLAT It FLAT PLATE C, REINFORCING BAR SPLICE DETAILS TO BE COORDINATED BY RESPECTIVE CONTRACTORS. a T-0"TO 32'-0" 1&9 ISP-UR-1007 3 ?m TI TO 32'1 5 ISP-UR-1007 w 00 33'-11" _ 27'-0'TO 37'-0" 4.12&8 ISP-UR-1004 w m~ NOTES FOR CROWN REINFORCING OPTION(100 KSI)MATERIAL: g 1.DO NOT FIELD WELD DIRECTLY TO THE 100 KSI MATERIAL. g 2.THE 100 KSI MATERIAL SHALL CONFORM TO THE FOLLOWING: a w 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 m z MINIMUM YIELD STRENGTH(Fy)OF 100 KSI. 0 N B.MATERIAL SHALL BE HEAT TREATED,QUENCHED AND TEMPERED z F PER ASTM A514. L' C.MATERIAL SHALL HAVE CHARPY V-NOTCH(CVN)IMPACT VALUES w z OF NOT LESS THAN 15 FT-LB AT-20 DEGREES F,IN ACCORDANCELD WITH ASTM A370. a g D.MINIMUM INSIDE BEND RADIUS FOR COLD BENDING,PER ASTM A6 m Sa TABLE X.4.2,SHALL BE 4.51 MINIMUM. E.ANY AND ALL WELDING TO THE MATERIAL SHALL BE PERFORMED ACCORDING TO AN APPROVED WELDING PROCEDURE SPECIFICATION z (WPS)SUITABLE FOR THE GRADE AND INTENDED USE AND SERVICE. it THE WPS SHALL BE DEVELOPED BY A QUALIFIED CWI AND IN LIJ w o ACCORDANCE WITH AWS D1.1.PRIOR TO ANY WORK,FABRICATION rn w OR WELDING,THE WPS SHALL BE SUBMITTED TO CROWN CASTLE AND PAUL J.FORD AND COMPANY FOR REVIEW. 1 S- �1�p �YQ� _ SEE-CHART 01. La.1 0 bra s Llj LLJ CC x POLE ELEVATION 1 S-4 J pN 1 � 2013 Qj 12-18-2012:REVISED POLE SECTION LENGTH s 5 n(D PROJECT No: n a v a.Av 37512-2161 `_. -N PAUL J. FORD AND COMPANY ISSUE DATE OF DRAWN BY: d j¢5 o STRUCTURAL E N G I N E E R S gU #806579 NY CUTCH OGU E 958280 PERMIT R1:12 18 2012 250 East Broad Street•Suite 1500•Columbus,Ohlo 43215 B.M.S. a (014)221-6679 www.Pjfweb.com 1 N N N a a a CHECKED BY: 3 CUTCHOGUE, NY B.K.K. 0d� �NT CROWN CASTLE a o APPROVED BY: MONOPOLE REINFORCEMENT AND RETROFIT PROJECT o.S� T� Na3a S-4 p 8 PARKMEADOW DRIVE,PITTSFORD,NY 14534 DATE: 10-17-2012 o':: _ PH:(585)899-3445 FAX: (585)899-3448 r 37512-2161 R1 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 1 3/16'e MAX. 2. ALL STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE A 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 1-800-831-3275 FOR PRODUCT INFORMATION. 3. EPDXY MUST BE HILTI RE-50D. 4. ALL WELD ELECTRODES SHALL BE E80XX. EXISTING PORT(TYP.) .Q. EXISTING STIFFENER AND BEARING PLATE(TYP.) NEW FIELD WELDED STEEL BRACKET. a SEE AW&WP1.(TYP.AT ALL(4)NEW ANCHOR HOLE LOCATIONS). 4 d EXISTING POLE SHAFT d 4 �—� � 518 4 a CJP,TYP i � .4 - < — TYP .d I1(718) 5/8 PROVIDE NON-SHRINK GROUT(NS GROUT BY EUCLID i \ REMOVE EXISTING STIFFENER AS NEEDED ��, 7 5 AND REPLACE WITH NEW TRANSITION Olt APPROVED.EQUAL;7500 PSI MIN.)BELOW NEW I 1 Q STIFFENER TS1(TYP.3 LOCATIONS) BEARING PLATES.GROUT SHALL BE INSTALLED \�� / d TIGHT UNDER NEW BEARING PLATES WITH NO VOIDS — REMAINING BETWEEN TOP OF EXISI ING CONCRETE i % •' AND UNDERSIDE OF NEW BEARING PLATES. "' 8 \0� % 4 NEW BEARING PLATE P1 318 31 (TYP.) i P i 8 TY IF NEEDED,WELD EDGES OF REINFORCING 1 9 3 1 O / MEMBERS TO POLE AND THEN WELD \ \ BRACKET TO REINFORCING BARS / ' a' NEW AJAX BOLT(TYP.) EXISTING ANCHOR BRACKET g3. a (TYP-) NEW SHAFT REINFORCING 10 / 2 NEW HOLE IN EXISTING CONCRETE FOR NEW (TYP.) _ ANCHOR.NEW HOLE B.0=57'.HOLES IN CONCRETE&BRACKET MUST ALIGN. AEROSOLUTIONS AND SABRE REINFORCING I I 1 j SEE DETAIL 21S-5(TYP.) NOT SHOWN.LAYOUT DESIGN TO BE d• \ _ i1 O 11/ 1 i a 'Z}.,, (PARTIAL CUT-AWAY VIEW) FINALIZED FOR AEROSOLUTIONS OR SABRE UPON WINNING BID FOR JOB. 12 — EXISTING BENT PLATE 1 O d REINFORCING TO BE REMOVED UP Y• \�� �7 TO EL.3Z-3'(TYP,3 LOCATIONS) 4 4' d T l a 3/8 84" TYP.SHAFT REINFORCING 1 4 TO POLE SHAFT ON FLATS EXISTING 2 1l4"ANCHOR RODS ON a i% \�, 1 d 3/8 84° #1&5 d A 44"B.C.(TYP.8 LOCATIONS) i p EXISTING 42"SQUARE % GR 60 BASE PLATE ) d d . EXISTING MP3 SHAFT REINFORCING(TYP.) BASE PLATE 1 S-5 EXISTING POLE SHAFT NEW ANCHOR ROD REINFORCING SHALL BE INSTALLED PER NEW ANCHOR BRACKET MANUFACTURER'S RECOMMENDATIONS.ONCE ALL RESIN HAS AB1 CURED PRIOR TO GROUTING,ALL NEW ANCHOR ROD 318 NEW HVY HEX NUT TIGHTEN TO SNUG REINFORCING SHALL BE PROOF LOADED TO 336 KIPS. ONCE THE 3/8 TIGHT PLUS 1/8 TURN OF NUT AFTER PROOF LOAD HAS BEEN RELEASED,TIGHTEN NUT TO SNUG TIGHT RESIN AND GROUT HAVE CURED CONDITION AND INSTALL GROUT.AFTER GROUT HAS CURED, TIGHTEN HEAVY HEX NUT TO SNUG TIGHT PLUS 118 TURN OF NUT. REFER TO SHEET S-2,SECTION H FOR ADDITIONAL INFORMATION. NEW WASHER PLATE WP1 6"MIN.PROJECTION z 0 U 318 I I NEW 2112°0 x 10'-9"Al93 B7(105 KSI) I ALL-THREAD GALVANIZED ANCHOR w I (8'.0'MIN.EMBEDMENT INTO I I EXISTING CONC.) EXISTING BASE PLATE I I I I NEW BEARING PLATE P1 z_ NEW NS GROUT BY EUCLID OR 0 T APPROVED EQUAL;7500 PSI MIN. 5/8 ° EXISTING CONCRETE FOUNDATION o' 4- EXISTING GRADE F NE Vy CJP 518 {T, �C) STING GROUT °da' ! °a Lli Ph b F cn LL, '• NEW 2 314"o x V-0"(+2") • �::;''-�y,�> HOLE 079515 P.. NEW ANCHOR & BRACKET DETAIL 2 S-5 J AN 1 $ 2013 Q1 12-18-2012 s s n o PROJECT No: f v n 37512-2161 PAUL J. FORD AND COMPANY o - ISSUE DATE OF a _ DRAWN BY: S-,-R LICTURAL ENGINEERS PERMIT#806579� NY CUTCHOGUE 958280 o N N Suite 1500 Columbus,Ohio 43215 B.M.S.East Broad Street PERMIT R1:12 18 2012 (614)221-6679 www.pjlweb.00m 1 CHECKED BY: °a — - CUTCHOGUE, NY - CROWN CASTLE B.K.K. a= _ APPROVED BY: d MONOPOLE REINFORCEMENT AND RETROFIT PROJECT _� z ED3 m w o o a'm' 3 8 PARKMEADOW DRIVE,PITTSFORD,NY 14534 DATE: �+o a PH:(585)899-3445 FAX:(585)899-3448 10-17-2012 37512.2161 R1 PERMIT.DWG t 71/2' I m °v` I w I a w o I w O 0 Z HSS 6x6x112 SQ x U F- Q rn j- z 1"CHAMFER N 0 g 5 1°CHAMFER LL LL NEW 2 314°o HOLE TO -— BE FIELD DRILLED AT EACH LOCATION 518 -- I I 5/8(1/2) EDGE OF NEW BEARING - I I 5/8(1/2) PLATE TO MATCH EDGE ° I I OF EXISTING BASE PLATE I I 518 I I Z. I I I I PREPARE FOR COMPLETE 3/4'CHAMFER DO NOT WELD 1'-2° JOINT PENETRATION WELD STIFFENER IN CHAMFER REGION) F= - Ifs b II ANCHOR BRACKET MK-AB1 BEARING PLATE MK-P1 BEARING PLATE MK-P2 (4 REQUIRED)(TUBE Fy=46 KSI)(STIFFENER Fy=65 KSI) (4 REQUIRED)(Fy=50 KSI) (2 REQUIRED)(Fy=50 KSI) 4" 1 114" 4 2 3/4"e HOLE 314"THK. EL w 0 a —- r Z W 2 U F Q H12 3/4' ° WASHER PLATE MK-WP1 (4 REQUIRED)(Fy=50 KSI) PREPARE FOR COMPLETE PENETRATION WELD(TYP.) NE �., - 0 314°GIHAMFER D( 0 NOT WELD LL e W LL STIFFENER IN CHAMFER REGION) TRANSITION STIFFENER MK-TS1 (3 REQUIRED)(Fy=65 KSI) pC= JAN 18 2013' Q 12-18-2012 i s n o PROJECT No: a " -" 37512-2161 2 n p� PAUL J. FORD AND COMPANY ISSUE DATE OF � ��N� 3 DRAWN BY: d o o i o STRUCTURAL E N G I N E E R S BU #806579; NY CUTCHOGU E 958280 PERMIT R1:12-18-2012 o n w• N 250 East Broad Street Suite 1500•Columbus,Ohio 43215 B.M.S. (614)221-6679 www.pjfweb.00m 7 CUTCHOGUE, NY CHECKED BY: d 3 " N B.K.K. w �, APPROVED BY: - F1� CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT�a S-6 a o , 1O 0 B PARKMEADOW DRIVE,PITTSFORD,NY 14534 DATE: 3 o n=�•�� d PH:(505)899-3445 FAX:(585)899-3448 10-17-2012 37512-2161 R1 PERMIT.DWG MODIFICATION INSPECTION NOTES: MI CHECKLIST GENERAL CONSTRUCTION/INSTALLATION INSPECTIONS AND THE MODIFICATION INSPECTION(MI)IS A VISUAL INSPECTION OF TOWER MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS TESTING REQUIRED(COMPLETED BY EOR) REPORT ITEM A140 OTHER REPORTS TO ENSURE THE-INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE MODIFICATION DRAWINGS,AS DESIGNED BY THE ENGINEER OF RECORD(EOR). PRE-CONSTRUCTION THE MI IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN X MI CHECKLIST DRAWINGS ITSELF,NOR DOES THE MI INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN.OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTEGRITY RESIDES WITH THE FOR AT ALL TIMES. X FOR APPROVED SHOP DRAWINGS ALL MTS SHALL BE CONDUCTED BY A CROWN ENGINEERING VENDOR(AEV)OR ENGINEERING SERVICE VENDOR(AESV)THAT IS APPROVED TO X FABRICATION INSPECTION PERFORM ELEVATED WORK FOR CROWN.SEE ENG-BUL-10173 LIST OF APPROVED MI VENDORS.. TO ENSURE THAT THE REQUIREMENTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GC)AND THE MI INSPECTOR BEGIN X FABRICATOR CERTIFIED WELD INSPECTION COMMUNICATING AND COORDINATING AS SOON AS A PO IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING X MATERIAL TEST REPORT(MTR) OUT TO THE OTHER PARTY.IF CONTACT INFORMATION IS NOT KNOWN,CONTACT YOUR CROWN POINT OF CONTACT(POC). REFER TO ENG-SOW-10007:MODIFICATION INSPECTION SOW FOR FURTHER DETAILS AND REQUIREMENTS. X FABRICATOR NOE INSPECTION NIA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRED) MI INSPECTOR THE MI INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO FOR THE MI TO,AT A MINIMUM: X PACKING SLIPS • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST ADDITIONAL TESTING AND INSPECTIONS: • WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION INSPECTIONS - - - - - - - - - - - - - - - - - - - - - - - - - THE MI INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR(GC)INSPECTION AND TEST REPORTS,REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS,CONDUCTING THE IN-FIELD INSPECTIONS,AND SUBMITTING THE MI REPORT CONSTRUCTION 10 CROWN. GENERAL CONTRACTOR X CONSTRUCTION INSPECTIONS THE GC IS REQUIRED TO CONTACT THE MI INSPECTOR AS SOON AS RECEIVING A PO FORTHE MODIFICATION INSTALLATION OR TURNKEY N/A FOUNDATION INSPECTIONS PROJECT TO,AT A MINIMUM: • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST N/A CONCRETE COMP.STRENGTH AND SLUMP TESTS • WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS,INCLUDING FOUNDATION INSPECTIONS X POST INSTALLED ANCHOR ROD VERIFICATION • BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MI X BASE PLATE GROUT VERIFICATION CHECKLIST AN DENG-SOW-10007. X CONTRACTOR'S CERTIFIED WELD INSPECTION RECOMMENDATIONS NIA EARTHWORK:LIFT AND DENSITY THE FOLLOWING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A Nil REPORT: X ON SITE COLD GALVANIZING VERIFICATION • IT IS SUGGESTED THAT TI IE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLE 10,TO THE MI INSPECTOR AS TO WHEN NIA GUY WIRE TENSION REPORT TI IE SITE WILL BE READY FOR THE MI TO BE CONDUCTED. • THE GC AND MI INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. X GC AS-BUILT DOCUMENTS • WI1EN POSSIBLE,IT IS PREFERRED 1.0I IAVE THE GC AND MI INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE-TENSIONING OPERATIONS X INSPECTION OF BOLT PRETENSION PER AISC BOLT SPEC. . IT MAY BE BENEFICIAL TO INSTALL ALL TOWER MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND MI INSPECTION(S)TO COMMENCE WITH ONE SITE VISIT. X INSPECTION OF AJAX BOLTS AND OTI'S PER REQUIREMENTS ON SHEET S-3 • WHEN POSSIBLE,IT 15 PREFERRED TO HAVE THE GC AND MI INSPECTOR ON-SITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRECTED DURING THE INITIAL MI.THEREFORE,THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL ADDITIONAL TESTING AND INSPECTIONS: CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. - - - - - - - - - - - - - - - - - - - - - - - - - CANCELLATION OR DELAYS IN SCHEDULED MI IF THE GC AND MI INSPECTOR AGREE TO A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY CANCELS OR DELAYS,CROWN POST-CONSTRUCTION SHALL NOT BE RESPONSIBLE FOR ANY COSTS,FEES,LOSS OF DEPOSITS AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME(E.G.TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ON-SITE,ETC.).IF CROWN X MI INSPECTOR REDLINE OR RECORD DRAWING(5) CONTRACTS DIRECTLY FOR A THIRD PARTY MI,EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAYICANCELLATION IS CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. X POST INSTALLED ANCHOR ROD PULL-OUT TESTING CORRECTION OF FAILING MI'S X - PHOTOGRAPHS IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI(-FAILED MI'),THE GC SHALL WORK WITH CROWN TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: ADDITIONAL TESTING AND INSPECTIONS: - - - - - - - - - • CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MI. NOTE:X DENOTES A DOCUMENT NEEDED FOR THE PMI REPORT • OR,WITH CROWN'S APPROVAL,THE GC MAY WORK WITH THE FOR TO RE-ANALYZE THE MODIFICATIONIREINFORCEMENT USING THE NA DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE PMI REPORT AS-BUILT CONDITION MI VERIFICATION INSPECTIONS CROWN RESERVES THE RIGHT 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-10007. 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 GENERAL SITE CONDITION • PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCT10NIERECTION AND INSPECTION •• RAW MATERIALS •• PHOTOS OF ALL CRITICAL DETAILS .• FOUNDATION MODIFICATIONS •• WELD PREPARATION •• BOLT INSTALLATION AND TORQUE •• FINAL INSTALLED CONDITION • SURFACE COATING REPAIR ••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. NE!� Y lip 0 On 079 P� 12-18-2012 . a =s D o PROJECT No: m m n o =w a A a n d - 37512-2161 m d 3 oo o d PAUL J. FORD AND COMPANY ISSUE DATE OF po STRUCTURAL ENGINEERS DRAWN BY: n a, �, 250 East Broad Street•Suite 1500•Columbus,Ohio 43215 g U #806579 NY C UTC H OG U E 958280 B.M.S. PERMIT R1:12-18-2012 3. U (614)221.6679 www.pjfwebxom 1 N T� CUTCHOGUE, NY In CHECKED BY: o" CROWN CASTLE B.K.K. a o o - APPROVED BY: N — MONOPOLE REINFORCEMENT AND RETROFIT PROJECT _� S-7 `0 " 8 PARI<MEADOW DRIVE,PITTSFOIRD,NY 14534 / a� DATE: 5- iv PH: (585)B99.3445 FAX:(585)899-3448 10-17-2012 RrJRE tE NCfd COPY This is not an'cilicial FCC iioeiue.his ereaoid ofpubli h6brmatiou oontaladd to the FCCa licaasi»g dntnhim on the.date that this rasa"` copy was g-mw.tted.In caseswhem FCC rules require 1q preamhadcn,pas&&or display of an FCC licemse,this dooravant may not be and in place of edoP8oie1 FCC hccriae, Federal Com ululaicat�iolzie Comhlnia�iOW t:� Wireless Te e'60mmunle done'Bureau RADI®:ATATION AUTHORrZATION LICENSES: AT&T,M' OBIL1TY ia LLC Call Biqa Flle lYninbar AM FCC GROUP.,,,., '._F° WPWU948 AT&T MOBILITY 11'LLC Radio Service 5601.LEGACY DRIVE,MS, ►,3 ° WZ-700 MHz Lower Band(Blocim C s PLANO,TX 75024 D) FCC Reeietration Mimber(FAN, t10]6982233 Grant Date F,1Eeoitve Dwtp Eugiirration Date Print Date 01-24-2003: 03-16,COI Os F 06=13 2019, [77,arketNimber Chanbal 1310ak Bub-Ma'rlsN Desi�sator CMA001 a C 0 Mailtet Nw New York,iVY?MMaDc lot Build-out Date 2nd Bglld-ouE Date ` 9rd Bulid-oat Date 4t4 Build=ont Dixie 06-13 2019 Walveis/Coaditlousf, If the facilities authorized herein ere used to provide broadcast opouettone,whptlicr exclusively or in combinatlon with other serAces,the:iioensde'muoteeek renewal of the hcense either within eight yeprs'flvin the ,commencement of the broadcast. . service or within the term of the license had'the broadcast siiMae not been provided,whdeheyw period ia.shorter in length. Sec 47 CFR§271 3(b): Operation of the faailttiea authorize iirl d herein,ero subject to the oonditton that harm .mterfeuurtcemayeot be caused to;but moat be aoeepted from UIiF.TV traursnitter s in Cadaan end Mexico es identified in ex rating and"any fuhue agreements with those countries Conditions Pursuant to§309(h)of the Communications Act of.1934,as ernerided,`47 U.S.C.§309(h),this'license is oubject to the following conditiona: This license®hall not vest'in the liobnsee any right Zo operate the station nor any right in the use of rho frequencies designated in the license beyond the terns thereof nor in any other manner then authorised herein."Neither the license nor the right gtanted thereunder,shell be assigned or otherwise transferred in violation.of the Cotnmunioations Act of 1934,as amended: See 47 LJ 3.C,. 310(d)::This license fe subject in terrtrs to the,right of use oT control conferred by§706 of the Communications Act of 1934,as amen, `Sea 47 U.S.C:§606. 'r This license may not authorize operadon throughout the entire geographic area or spectrum identified,on,the hardcopy version. To view the specific geographic arse and spectrum authorized by this license,refer to the Spectrum and.Market Area infomiati Under the Market Tab of the license record in the Universal Licensing System(ULS). To view the licenso town:,go to the UL3 homepage at httpaiwirelow.fec.gov/uls/indox.htm?6b=lwrne and select"License Search". Follow the instructions on how to search for license information 'FCC 601-MB Page'1 of 1 Aprli 2009 REPMMCE COPY 1'hie ie not an of5oial FCC license it le a. ccnd of Ho inibririadon ooretainad to gee FCC's llcenehig database on die date gist We r+eibwenoe b copy was ggaesatecl.In oases,whore FCC soles iagdtre fbe p�sdon,Poo ft or display of an FCC Haeuee,this dooumeoi may not bo used In place of an otllotal.FCC Icecnee. Federal Communications Co nmllseion r Wireless Telecommunications Bureau RADtO STATION AUTHORIZATION LICENSEE: #&T<MOBILITY SPRCTRUM LLC 4 can sign 1File Number ATTN.FCC WQJU424 ' AT&T MOBILITY SP6CTRUIN LLC Rndlo service 5601 LHOACY.DRIVB,MS A 3 WY-700 MIS¢Lower Band(Blocks A, PLANO,TX 75024 $ FCC Registration Number(FItN)t 0014980-T 726 Grunt Date Effective Dgfe E:tpbvdon'Dnte Print Data 01-06-2009 03=,16 2010;..F 06-13-2019 - ,.< ... Market Number ='Chaiieel Block: Bub-Market Designator CMA001 . .0 /'.,.. B Market iVama New Yc]%My iVJ/Nseseu-Suf blk let Build-Dirt Date god B Build-out Date Build-out Date "` 3rd 4tb Build-out Date 06-13-2013 06-13 Z019, `t; Waivera/Conditions: If the facilities authorized herein ere used to provide brosdonet operations,whether exclusively or in.combination with other servicea.the Hcensee must Book ranows]of the lioensd'either within eight years`from the caminencement of the broadcast service or within the term of the license had the broadcast service not been provided,whichever period is shorter in length. See 47 CFR 121.1 (b): . Conditions: Pursuent,to'§309(h)of the Communications Act of 1934,as amended,47 U.S.C.§309(h),this Iicense+'iB subjeot to the following conditions: This ucem' shall not year in'the licensee any right to operate the station:nor any iight_in the use of the ttaquencies'designa . in the license beyond the term thereof nor in any other manner than authorized he ffn--�Neithei the license nor the right granted thereitndar shall be essigneai or otherwise trartsfarrecl in violation tf.lhe Ctnramunicetions Act of 1934,Be amended. Sao 47 U.S.C, 310(d): This license is subject in terms to the right 'fuse or eoietrol conferred by§706 of the Communications Act of.,1934,ae amended. See 47 U.S.C.§606. This license may not authorize operation throughout the entire geographic area or spectrum identified on the hardcopy;version. To view the specific geographic area and epectrum.authorized by this license,refer to the Spectrum and Msitet Area infimnation under the Market Tab of the license record in the Universiil Licensing System(ULS). To view the license record,go to the ULS homepage at http://wirelem.fcc.goy/Werindet.htTn?jo home and select"License Search". Follow the instructions on how to search for license information. FCC 601-MB Page 1 of 1 April 2009 u1s Il PCs, Unwerea Iaensina'®y�fisrn s`Luca..emot` eohetta�no LILe uoen.e Cellular.Lloenlge i KNKASIO -`=NEW CINQULAR WIRBLBBB. ®HELP,` PCB, LLC Batn000an�ooacmoa OM .i� -ago" htr pa�db�a Caii LBpt1 L�IIW�10:` - Oiedl®L>►arvk:a S�. Gedisidoc'- - l9batus At<tivs h Auth iYps ;Rspu Me,Hket QMA001 -New York,NY l2:enaal Block .A N]/Naeesu•Sullbik t :eiicat 0.: ° Domes C :t 09/16/2005 GtPira!!an iq/01/2016 - wabve 09/18/21110 p::loeton. u pw Yon'wMdoist tuba = Ol/17/2000 Ptolnls Qontml , 87 W.,PASSAIC SIREEr ROCi1EL1.8 PARK,N7 MenhstEon&w1b 1,916 7th Avenue,New Yor1t,NY p OOD919119Z Llmibed Llsbllfly ConlPeW �LIOII►.St�►�4ltLBl10� L�win4!e - NEW atNGUL,AR'VAPLE359 P091 LLC Pt(460 2244471 6601 LEGACY ORMs MS:A 8 Pa(489 ?.20-7297 PLANO 7 X 75024 B:LO O1DATT.00M ATTN FCC Orcup. Oonte� AT&T MOBILITY LLC PL(20a�57-�OSS Midieei P Ooppin F; ZOZ 2074 1120*h. Stnse4 NW fte 3 ,Su000 http:lhd Lde.sas o ipv , cKq-13092 5/2'M10 [JL8 idoenae Uealulec L3aepee=HNSA810 .NSW,CINC�LJLA��PCB,LI�C ; Pe,�e 3 oP2 Was in ,OC 20038 qMQ7zee0istt:oom ATTN oltieet P. On Owns®Whip aad:pu�l(flcettone ` _.. . Redlo earvhe Mobile• _ --- MOO"Status Common Cartier :Inbu+conhaded Yes Tt"a Appumnt gn®wered"No'm esah at the AWn ovyt ca46 queegons; ea1�quneostiosn . • ,, . . II a App1loent enawsred W m eeoh of the questlona Demographtaa . aece - eeh.N�ii .:-c�sndmr uLti Mdp l�19 ;PAR 1�Ch0!®18YRR0� 1Ii�Om1ln�lWport In A On�ne pNlno uul,'onttns e Aaouc use.' e�uouu e + .et lJisbcm� mw. �,►an rn... -; a Mc I'Medan I lu I s �ta Federal cammuncattone ttaion Phone i�77 TTYI . 32oi 445,12thWt 8W Washirtpmn,DC 20�4 `i tii7 898-202. http:ffwrlr®lom2.Mgo►AnLop ap7lioKsy-43 2 IMAM RNCR COPY This le not an of loW FCC lioensa 3t tee reooni of public In bimadon aontainedin the FCCs Boenetng datebeee on 1h►o data that die refeinme dopy Gras geaarsted.In'onws WbM FCC ruins nR.ire the mmnt t'Poetfug,or aiepley of nu FCC,11001%this doM- M'=t airy not be wed. in place of an omticiai FCC iicensa , Federf Communications Commit9sionLL Wjige' a Telecommnnfentions Bare W RADIO STATION AUTHORIZATION LICSNSHH, NEW CINOUI:AR WDJUESS PCS,LLC tiA i. CII Btgn File Number ATTN.FCC GROUP; WPOL311 NEW CINGULAR WIRBLBSS PCS,•LLC 5601 LBQACY DR1VB,MS:� 3 �0'8 1� PLANO,TX 75024 P d RCC Registration Numbar10kr4) '.000329119Z ,y " Grant Date EHeotive Date° 9zlorsitloii Date Past Deis 08-15 2007 03-16 2010 06-27 2017 Market Number "" <f Citapnel Blank Bab-Market Designator BTA321 `g 2 MarkN Name ,. •. - � New�York,NY at Build-out Data 2nd Build-oat Data �'' _8rd Build-out Deft 4th 1310 out Date 06-27-2002 f WatyerBiCo:idIdone: This license is conditioned upon oomplianae with the provielons of Applioatlgns of AT&T Wizn]eas Services,1nc''end CinguIar . Wireless Corporadon Far.Consent to Transfer Control of Liaonsea and Authorfeatians,Memotandwn Opinion and Order,FCC 04-255(rip].Out.26,2004). Commission appro'al of this applioation and the homes contained therein are.aubject to the con ditlone set forth in the' Memorandum Opinion grid Order,adapted on December 29,2006 and released on March 26,2007,'und revised in-the Order on Lteconaiderstion,adopted and released on March 26,2007 Sec AT&T]nc sad BellSouth(*..'oration Application for Tranaft Ina- of Control,WC Docket No.'06 74®Memorandum Opinion and Ot der;FCC 06-189(rel;Mar;26,2007) AT&T 7ao and ' BellSouth Corporation,WC Docket No.06-74,Order on Redonsiderat:10%FCC 07-44, Mar.'2G,200'n ' CondWons Pursuant to§309(h)of the Comrrtutiioations Auto 1934,as amended,47 U.S.0 §309(hl'thrs,llaerise is subject to the following'coeditione: This license.shall not vest in fire licensee any right to operate the station nor erry;right in the Use of the frequetcies:designatrd in the license beyond the term"thereofnor in any other manner then authorized iierom Neither the. ' license nor the right granted thoroundoi:ehalTbo assigned or otherwise transferred in violation of the Commum'oations Act of 1934,as amended.`See 47,U S.'C.§'310(d). This license 1s_aubject in'torms to the tight-of use or eontral confer W by,§706 of the Communications Act of 1934,as_.arnended..Soe 47 U:S.C.§606. ' This license may not authorize •y operation throughout the entire geographic area or spectrum identified on the hardcopyvei8ion- To.view the specific geographic area and spectrum,authorized ti 'this licerts 'M'' Y 0.>'�to the Spectrum and Market urea informati. under the Market Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to the ULS homepage at http://wireless.fcc.gov/uls/indox.h6n?jab-home and select"License Search'. Follow the instructions on how to search for license Information. FCC 60l MB Page l of 1 April 2009 B1N®COPY , Thia ie not ea chwal FCC uoomo.It to s tnoord of piibllo infcnuetian ooatafded is tiro FCC's liaaneiag databoae on the dnto that this r�renoo copy waa genonsped.In oases where FCC M6 tequlre the paoeenUsdon,poding,W display of an FCC licoase;this dootrmont may not be toed in piece of an offiaial FCC licecua Federal Communications Commission` 4 i; Wlrelege Telt3ootnmttnicatione Bursae . RADIO STATION AUTHORIZATION LICBNSEA. NEW ONGULAR WlXnWS PCS,LLC *, 1 r3 Call 8tgo File Natnber ATTN:FCC QROUPy µ WPSL6Z6, NBW CJNOULAR W1R8LESS pCB,LLC ' 5661 LEGACY DR1VE,MS,A 3 ` ?x Bailie"Servlee PLANO,TX 75024 CW-'PCS Broadband l x, FCC Regi "dori Number'(FR1V)t"0003291192 faaYint Dade' B. ive D00 ' prat!®n Date . Pa1nE Dale ,. r 07-15-2005 05-02 2011 12-14-2014' ;Market Nutaber ;'` Chanpel Block Bub-Ma rket Dalgnator MTA001 15 11Zatket Nam® New York let Bu11d-out Data =2nd Baild-0ut Date �F 3id Build-out Date 4th Bund-out Date ti 12-14-1999 0. 12-14-2004 Waivers/Conditions: ; Spec;tttnt Lcaee aseoaiated with thta lioenso, See Speotrum Leasing Arriingemeril'l.ettordcted 12/07/2004 and File No, 0001757186:,:. ` Spectrum LeasinsArrangartent aasoglated with file nurirber 0001757186 was extended io 01105/2009. See file number 0001895143. Conditions: Pursuant to§3006)of the Communicadons'Act of 1934,as amended,47 U.3.C..§309(h),this,_Cerise is subject to the following conditions This license shall not vest in the licensee any right to operato the atatioa nor any:r ght in the usLe of the frequencies desigiteted n'the license beyond the torte thereof nor in any other manner than authorized Were:`.Neither the license nor the right granted thereunder'"I be assigned or otherwise transferred in violation of the CommunioatiOne Act of 113 as amended :See 47.U.S.C.f 310(d). Tide,license 1s sub act in terms to the right of use,oir control conferred by 706 of the Communications Act of 1934,es amended.,See 47 U.S. C.�606. �.,:• This license may not authorize operation throughout the entire geographic area of spectrum identified on the hard�opjr�version, To view the specific geographic.area'and qmo trum�authoriied by this license,refer to the 3pectnnn and,.Markot lre`a inf ratio under the Market Tab of the license record in the Universal Wensing System(ULS). To view the license record,go to the ULS homepage at http://wireless.fcc.gov/uls/index.htni?job=home and select"License Search", Follow the instructions on how to search for license information FCC 601 MB Page 1 of 2 April 2009 lAcansee Name. NEW CINGULAR WixRLBS8 PCs,Mc CallBign:WPSL626 Fllallonober. PrintDatet ' a on ep roval afWi application ind the licatism aontabW t AM eubjeat to the aonditlarte,sot fm-6 in the. . Memoreaduin t�pindbo end Order,ednptad on Decmnber 29;`2006 and released on March 26,2007,and revised in'the d rddr an . Reaonstdehdi ,adopted and released oat March 26 2007 See AT&T;Ino 'end Be1lSouth Gbrpaastlan Appppliaetlaa_ibr Transfer , of Caatrol;'WC Docket No 06-74,Memorandum Opinioa and Order;FCC 06-iB9(rel.Mar:26,2007)'AT.T lac:and Ballsouth`Goiporetjan,WC f katNo 06 74;'Order o ReooneidaradwL`FCC 0744(rd.Mar.26,2007). ✓ Y FCC 60l-MB Page 2 of 2 Apr112009 RMERECE COPY This is not on official FCC Utsense,It 16 a aoamd of , Uo Jnfbi tion a®ntWnW in tiro FCCe pab Hoeusing datebaeo on the date that this inference copy WU genernica..In oasv where FCC Hiles require the pretenfstiw,posting;or display of as FCC license,tide document may not be used in place oP sa oftloiel FCC 1�ccn®e. 4 "°`'�� $ Federal Colinman�cati0 Commt�asioln �Virelas Telt�comt tiuioataiontr Bnresl<n 'RAD10 STATION AUTHORIZATION LICHNSEBi NEW CUJOULAR WIltBLBSS PCB,LLC Call Sign Me Number ATTN:FCC.aROUP,r Y WQ0a892 , NBW CINGULAR WIRHLB3&PC9a LLC Radlo t9ervlae 5601 LEGACY DRIVB,MS'A`3 CW-PC3)3rnadbend PLANO,TX 75024 FCC Registration.Number.(FAN)t 0003291192 'C.- Grant Date )five Datp Papiration Date Palrtt Date 11=Z1 2006. 03-16 2010 "A ' 12-14-2014 MarketlVumber z C6RngelBlock 19ub-MarketDeeignator. MTA001 -" "rA y 14 Marltet Name' ?New York lot But ld_out Dats .264 Budd-oat Dote `>`� r '3rd`BMd-out Date 4th Band-oat DAte Waivers/Condtl�onst 1 - NONE Conditions. Pursuant to.13")of the Cmntnunioetions Act of 1934,as amended,47 U.S.C.§3096h this jleense is subject to the following conditions This license shall not vest in the lioeliee6 any fight to operate_the stetson nor any right in the u®e of the frequencies dt sigaated in the Heerise beyond the term thereof nor in any other manner:then authorized tieretn` Neither the license nor the tight granted theretrndor sltall bo assigned or otherwise trameferred in violaddq orthe.Commumcations Actef 1934,as emended, See 47 U S C. 3 l0(d) ;Ties license is subject{n teams to the right of use of control confeitred by¢706 of the Conttiiueticatione A`ot of 1934,es emeaided..See:47.U.S.C:§bOb.; ; This license in not authorize tion duou out the entire geographic ' "y opera gh g graphic eras or epeetrum idenHfleQ on the herdcgpy:"version, To view the specific geographic area and speotrum authorized by this license,refer to the Spectrum and 1►iurket Aron infortttatio under the Market Tab of the license record in the Universal Licensing System WLS). To view the license record,go to the ULS homepage at http:t/wireloss.fec.gov/trle/indox.htm7job=bomc and select"Lim Search". Follow the instructions on how to search for license information. FCC 601-MB Page 1 of 1 April 2009 -- �i L,IyNAr A R WIN s } S f,SiY-., ';dim% •' �I r, J��> )7. •,l nF'i �,, 6 y� a:t qN>t f7:. >.:�i��t'.:.•,y'� a�L' ����s•S_ � ' .�: `:f:r•ro� :�.�` - <t p •'d,:.- i'.•.ram,F';F4?;..s1.7teS,;,F':'Y]`C. •s=C' ,1r:}Ri. .. i.,,: +' ,:t._ ;iyy 5's.a:_.5•'k s,.,: 1'<, ti:.n F.ri.:. ,�fF t< A.F'. c.').4 siAiir Al9�t3ili?it - �.. C: � '?'s`s:` ••.}ti`v'r.n. ,p.. ;`•f�i�il+�3}•.. �. - :j.,p tc :1;?:.,:'r?r,- .ryi z h c,. s•.: ... ',' �a''vdue%��iii�li�:r�oiE'3ic1+1�G rims:iNt�i'iirliKi'�iiiii;INst�uuyR,�iq �►,�f�i�i�;�'���!�.�.� :�` i"�"�`^ y.: r: .:rr:r• .,.;.<,..;�:*,.:`.r �J,1\ air: YN,'.;�"r:`�, :ee ..:Jln"�• ... '.i�: .j•: i_:i.,,l�,Jlf��l. :f�.. u'L;�rr'ie. •;(•�>7�li1FJ�T1l�R>F'.7S1uidCilK:-:�'�•'•'"%•� t.t :.:f:r�-r.�.::�kn:j;_t!rI"'%;',�:,t:�%, �'=t-t`+►1:�'. 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M. a 4r�- %7i i,�; r2i Ct I Pon Mv..'i'*,F W"Ir 4 1 440 'i.. 02' put '41� -4-4R64)1 % -'At" m acq,, 4.p 0 4.q p 30 a m [IV -L-I .0 3,JNOA*." -q: AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: L1-1027 JDE Business Unit: 806579 [TO BE USED ONLY FOR BU#8065791 SITE LICENSE ACKNOWLEDGMENT This Site License Acknowledgment ("SLA") is made and entered into as of this q_ day of b,Qer , 2061- 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' 1'46.57", 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"1" 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"xl l"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 f r - AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 JDE 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 f irst(1 st)a nnual f ee.p ayment d ue a nd p ayable by AT&T to CROWN is MMW _,per 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 tl ). 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(lst) 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 Delaware corpora ' By: Name: GV Title: ♦ i4 �' �/ Execution Date: // y Crown Atlantic Company LLC, a Delaware 'ted lia 'lity com ny 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 JDE 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, dying 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 Cox's 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 Lot: 019.001 L AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 JDE Business Unit: 806579 EXHIBIT"2"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 0OW TLEN WFUMTErroo 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 JDE Job Number 55309 site 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: Joy 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.CL96 9.0 1885.0 1889.C. 869.0 894.0 824.0 849.0 Antenna Information C Line Mech 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 Proposes 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 TX/RX Mid-Mount Proposer 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 httn•//www rriciteR rnm/Pnuannlir./AnnTrkRnaPrint rin9r..nmmnnd=ViPwRrnrintMnrlP=tnia 1 1/50N)d CCIsitesTM :Crown Castle Online Application Page 2 of 3 4 1-2 D 70ft 20 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Proposec 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 Proposec 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 Proposec 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 Proposec 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 Proposec 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 Proposec 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( 7334.00 869.0 894.0 824.0 849.0 111-2 K 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0- TX/RX Mid-Mount Proposec 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 Proposec 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 Proposec Secondary: N/A 2 1-2 B 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Proposec . Secondary: N/A 3 1-2 C 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 4 1-2 D 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 5 1-2 E 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 6 1-2 F 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 7 1-2 G 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 8 1-2 H 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 9 1-2 I 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 10 1-2 3 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec Secondary: N/A 11 1-2 K 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Proposec Secondary: N/A 12 1-2 L 1. Primary: ANDREW LDF5-50A N/A N/A 120 ft Proposec 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.ceisites.com/enitant)lic/AnnTrkEnLPrint.do?command=View&t)rintMode=true... T1/5/2004 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 Phas New Building/Shelter Raised Platform N/A N/A N/A Existing Building/Shelter Floor Space N/A N/A N/A Amps 200 Building Identification 0 Generator Needed?- No Gene Size N/A Pad Requirements Generator Required Leased Size 25ft loft loft Generator Fuel Type N/A Manufacturer N/A Pad Size loft 9ft Generator Fuel Tank N/A Generator Model N/A Size 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 OETB 6S.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 F1­2 Feedline Specifications Quantity Manufacturer Model Nominal Size Nominal O.D. 12 ANDREW LDF5-50A 7/8" 1.09 IN httD://www.ccis ites.com/en2a001 is/AnnTrkEnizPrint.do?command=V iew&DrintMode=true... 11/5/2004 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 JDE 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 18815f� :. I N23't4'00'E— — .'.............. ...__..__._..._ EXISTING 100' I PROPOSED 13.5x23' j MONOPOLE APPROXIMATE AT&T UTILITY I I AT&T LFt15f AREA CONDUIT ROUTE�I I _......__._._.—._..__...__...._._._... I j N Sl c- 1 { I I EXISTING PARKING AREA � 1 EXISTING MULTI- of j METER FRAME NII I ti °f APPROXIMATE LOCATION OF EXISTING PROPERTY LINE (TYP.) 1 i EXISTING •T r BUILDING EXISTING TRANSFORMER y : I I ` I I � l _—! 169.17' �. _.......... ......._.._._ .,...__..........._._... COUNTY ROAD 48 CALLED NORTH OVERALL SITE PLAN GRAPHIC SCALE 50' 0. 50' O DATE: APPROXIMATE SCALE: 1 = 50—0 n OWNER INITIALS: � 4 AT&T INITIALS: DATE: PAGE 1 OF 3 PROPERTY INFORMATION; �� A5 NOTED SCALE LEASE EXHIBIT PLAN 100 PERM TAX '1-0 _ AT&T i n f i n i y ,DDO-�e_DD-D,_DD-D,9., _---- e n g I n e e F i n g gee/ DATE: s�22JO4 SITE I.D. LI-1027 ZONING JURISDICTION: ��' eio 1WUERA Hxa °"M OF SOUTHOLD AT&T WIRELESS SERVICES SQL GA 30076 SITE ADDRESS: 15 EAST MIDLAND AVENUE OFFICE h1 0°,�„63 21855 COUNTRY ROAD PAFIAMUS,NJ07652 150-036 CUTCHOGUE, NY 11935 L .............. .._., i t EXISTING CSC , CABINET { _...-_..___...........---.-_..... <r ._._..._ EXISTING 100' M T MONOPOLE EXISTING EQUIP EN r '' '. `_•,._. AND CONCRETE PAD J it 9 I '•? I PROPOSED IJJ5 23' -._._ '--'..�`:.'.� ✓ r' 10.0 AT&T LEASE AREA ; ' + PROPOSED CABLE ICE BRIDGE y, EXISTING S r !! SHELTER I y: II PROPOSED CPS I x ;c\'=• I"� EXISTING jI r i - A SHELTER i � I ' yr , I r r PROPOSED FENCE r x : i I EXISTING GENERATOR PROPOSED GATE —EXISTING CATE LOCATION Of AT&T EQUIPMENT ON 10'-0 W8'-61W'DEEP CONCRE7£PAD EXISTING FENCE C&LED NORTH SITE LAYOUT GRAPHIC SCALE 1-0' 0 10' APPROXIMATE SCALE: 1" = 10'-0" OWN R IINMA -AT& DATE PAGE 2 OF 3 DATE PROPERTY INFORMATION: xn. APPROX. SCALE PROPERY TAX IDB: AT I n f I n I AS'NOTED LEASE EXHIBIT PLAN 1000-096-00-Ot-00-019.1 engineering g 9/22/04 SITE I.D. LI-1027 ZONING JURISDICTION: a10 4:1RIMA HWI SITE ADDRESS: TOWN OF sauDwln AT&T WIRELESS SERVICES � a 60'_ooao 21855 COUNTRY ROAD 1S EAST MIDLAND AVENUE FAX J:(no)aaa-73w PARAMUS,NJ 07652 150-036 CUTCHOGUE, NY 11935 err SiP MNA MOUNTING ARM W/Mc ry (BAl Y TOWER MFR) PIPE EXISTING MONOPOLE PROPOSED Ar&T ANTENNAS (TYP 4 PER SECTOR) ") j ODELj ALLGON 7740.00 I' ;="""°""'�.' I ® ±100 AGl AND 7J91.00 EXISTING ANTENNAS ® ±90' AGL i; EXISTING ANTENNAS ® ±80' AGL PROPOSED AT&T ANTENNAS ANTENNA TENNNA FRAME PLAN VIEW (4 ANTENNAS PER SECTOR) NOT Q I SCALE g EXISTING 100' _ MONOPOLE z �I i n. ;I b ! a o 0 j 'oo z tt U PROPOSED GPS ANTENNA i PROPOSED CABLE ICE BRIDGE EXISTING I s ICE BRIDGE i PROPOSED EOUIPMENT EXISTING CHAMIINK CABINETS FENCE EXISTING SHELTER PROPOSED )FENCE� ---- Li - --- w Y ti � r It EAST MONOPOLE ELEVATION NOT TO SCALE OWNER INITIALS: DATE: AT&T INITIALS: DATE PAGE 3 OF 3 PROPERTY INFORMATION: APPROX. SCALE PRO PERY TAX IDy: AT&T i n f i n l g AS NOTED LEASE EXHIBIT PLAN toaD-096-00-01-00-01B-1 e n g I n e e r.I n g DATE: ZONING JURISDICTION: 610 MAMMA HW 9/22/04 SITE I.D. LI-1 027 OWN OF SOUTNOLD ROSNELI.GA 30077 SITE ADDRESS: AT&T WIRELESS SERVICES OFF k(7,0)640-9959 21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE FAX J;(770)W-7353 PARAMUS,NJ 07652 150-036 CUTCHOGUE, NY 11935 . 1 L AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 JDE 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 , 7fNY CUICHOGUB MEMORANDUM OF ASSIGNMENT BY AND BETWEEN NEW YORK SMSA LIMITED PARTNERSHIP having an address at c/o Bell Atlantic Mobile 180 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: 1 LOT: 19.1 THIS INSTRUMENT SHOULD BE RECORDED AND RETURNED TO: SNYDER&SNYDER 6 AVERY COURT WHITE PLAINS,NY 10604 AM: LESLIE J.SNYDER t r ti t R'<MTAtvpATAWIA1 MEMORANDUM OF ASSIGNMENT This Memorandum of Assignment is entered into by and between NEW YORK SMSA LIMITED PARTNERSHIP,a New York Limited Partnership("Assigm l with_an office c%o Bell Atlantic Mobile, ISO 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{"Assign") 1. Assignor(as lessee,assignee,or grantee)entered into a lease agreement or other instrument("AgLe&=")with the owner,lessor,or grantor(the"Propel Owner") both as referred to or indicated on Exhibit"A"attached hereto(the'Exhibit'),which conveyed or created an interest in such land and/or improvements("Proms")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.("Assigzrime )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] . ( 1 • S NYINNJ ASSIGNOR: New York SMSA Limited Partnership by Cellco Partnership its managing general partner, by Bell Atlantic Mobile,Inc. its managing general partner f11/k Vd44 By: aa 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 AssigmentA Page 1 of 3 ASSIGNEE: CROWN ATLANTI OWANY LLC By: John P Kelly Title: Executive Vice resident [remainder of page intentionally left blank;notary blocks for both Assignor and Assignee follow] Memorandum of Assignment-4 Page 3 of 5 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 Bell Atlantic Mobile,Inc., 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 free 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 K NEVILLE NOTARY PUBLIC OF NEW JERSEY My Commission Exp.Aprll 22,2001 COMMONWEALTH OF PENNSYLVANIA COUNTY OF WASHINGTON CORPORATE ACKNOWLEDGMENT On this 25 day of March 1999,before me,the subscnber,a Notary Public,in and for the Commonwealth of Pennsylvania,personally appeared John P.Kelly,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 acknowledged to me that he executed the same as his voluntary act and deed on behalf of said limited.liability company. IN TESTIMONY WHEREOF,I bane 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: Taffl �;ft7 � My Corikn EAPMS Apr,2Z 20M Mew%Wwvaft Assoddm of Natedes Memmmidm of Assignment-4 Notary—Assignor Page 5 of 5 ... - r:�-� - �.•r'-• �.-�' .,. r, in' ;�'ems.: Exhibit A - Site Name Y CUTEH _ Location Site Address 1: 21855 COUNTRY RD Site Address 2: County: SUFFOLK Lot/Block(if available): Tax Map(if available): Property Owner f Name: ARTHUR V JUNGE Address 1: 21855 COUNTRY ROAD Address 2: City, State, Zip: rU_TGUQ � l�35 Title aquired by deed or other conveyance instrument recorded in: (Deed/Book/Vol) Lease Agreement(or other instrument) Agreement Date: 6/3/91 Initial Term Expiration: _4/30/97 Renewal Terms: 3/5M— /57 _ tom- . .. . .. _ vF ~OPTI014'AND`.LEASE AGREEMENT This -Agreement, made thli day of Yew, 1991, between.Arthur V. Junge, 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 mhlch New York Cellular-Geographic Service Area, I#c.y .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, Cu-tchogue, 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-antenna 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 "All.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 r-ight of way for access thereto, seven days a week, twenty-four-hours a:day, for the installation and maintenance of its ' _ _ ::u�,.ya>...�... .•T i:-ay$'a-.]T'; . �.�_:ri-'::-J ...- _ ,+Y.... .i.+t.'.... , _ _ _..Jr �....r•- _ .�._ 'ay;� �.�+�'i :...: . .�..•...r:q�;:. -4f�.:•.ya }.. 'a:a.:;-may}. av 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 Lessot, such consent not to be unreasonably withheld or delayed. Should Tenant fail to exercise its option within the time herein limited, all rights and privileged granted hereunder shall be deemed completely .surrendered, this-option terminated, 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 cost of Tenant. Lessor agrees to execute- a Memorandum of Agreement, to be prepared by Tenant, if requested b}t.Tenant,-whjch.Memorandum of Agreement may be recorded by _ .""'ff '�rw2�-+r t o�' +s`�^` •�•,t.`-.V.Yar: •y'.r^;.:::•: •�'r �.y::• •,J:t� ..R� r -Tenant at Te"nant's 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 i by Tenant to Lessor in ' writing by. certified mail, return receipt requested. Notice. shall be deemed effective- dn 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. Junge, 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, Ozangeburg�, New York 10962 (hereinafter referred to as Tenant). WITNESSETH: 1. Lessor hereby leases to Tenant that certain interior space 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 � " h: ..�-.a' •JIB.. to as the Commencement Date) at ad-annual rental of 'to be paid in equal monthly installments of 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, rentalpayment 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 end of the then current lease term. 4. The annual rental for each year of the first five year extension term shall be OW.payable in equal monthly installments of 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 of 016 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 .4 1 such term, this . Leas®'Agreement.shall continue in kofce upon the same terms and —conditions`•rfor a further .term of -one year and for annual terms "thereafter�unt31 terminseed. 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, 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 liy.•Tenanti '•A11•-•fmproveiie'l4t91-dhall be at Tenant's expense. Tenant will maintain the property-in a reasonable condiflon. 7. Lessor acknowledges that Tenant's ability to use the premises is contingent�404pon -its obtaining,,• either before.or after .theuftmmencement Date of this Lease Agreement, =a1 •of the certificates, perm Gs,:r-licenses and .othem*ap- provals that may be required by any federal, state and local authorities. Lessor shall cooperate with Tenant in'its•-e€ferta•to obtaid-such approvals -and • shall take no aetto4r'�';which would adversely affect the status.of• the premises-with respeet to•-Ohe.,_prope%edA ..use•:-thereof ;hy ,tenant. 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- . _..... . . ... �: .c'�-.'„y S dl'"G•:.- S-t W.• .:. !•_9i'_•,i.. µ'pa .A `�- .;i:i':r. ..�; :=f.�'. celled, expires, lapses or is otherwise withdrawn or terminated by governmental authority so that Tenant; in its, exercise. of reasonable judgment determines that i it will be unable to use the premises for its intended purposes, Tenant shall have :I 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 Date 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. B. 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 mot 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 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 this Lease 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•.ihitten-jiotiice. 16. This Lease Agreement •contains all the agreements, promises and j understandings between Lessor and. Tenant, and no oral agreements, promises or 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 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 NYNEX 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. Hallock, Esq. Hallock 6 Amaun 175. Fairfield Avenue, Suite 1A West Caldwell,.New Jersey 07006 Lessor: Mr. Arthur V. Junge 21855 Country Road Cutchogue, New York 11935 ++—- ..�•': ...sue •..a�-rry,`r.r• .:N':: :'7C •:,7';�Y.<:� :S''•:(:'.' ,..w.:.ti :.3i::.: • J « �. 20. . This.-.. Lease kgreeiierit' shall` 'inure to the benefit of and bind the heirs, personal representatives, successors and assigns of the parties hereto. •21. At -Lessor's, op g_u,..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• which. the leased premises are a part; provided, however, every such mortgage'sha-k1'recbgnize the validity of this Lease Agreement ..:in the event- of a ' foreclosure o--_..essor's interest and also:Tenant's right to remain in occupancy- of and have acce". to the 'leased premises •as long as Tenant is . r not in default,-under this Lease Agreement. • Tenant shall execute whatever. instru- ments may reasonably be 'requited 6-4vidence this subordination provision. 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 recordabje.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: . f IN WITNESS WHEREOF, the_perties'hereto have' set their hands and affixed their respective. seals the day and year first above written. Witness: Lessor: Arthur V. Junge Date: 4(0 3 1991 Witness: Tenant: New York SMSA Limited :. Partnership By: Noreen A. Con?ogrr W�.ce Presixie�t New York Celi "r;Geograpl le - .1- Service Area; General Part,30_ f7A Date: / f " LQ$�.-•' ;� ; ._ _. - - -.Y,e=•M -- .aR._..�•1 .-yam .�,cs. ..r.;�... i.• 1 - ' -• h�` '__;'..-"`�'._•"i , rk' ,i,1?, a ,rr.� '�%•��,y���c 7%.1k.-+jy ane.'.'�`,�.`�'�. '� ''l, ACKNOWLEDGEMENT STATE OF NEW .YORR SS COUNTY OF On the -?".-day of qsworn� 1991,, before me -came Arthur V. Junge, to meknown, who being ..duly did acknowledge that he-is the person named in the within document., and that he' executed said document as his voluntary act and deed for.the uses set forth therein. SUSAN J.NAGY Navy Public,Stale of Now Ywk No,4896735 'Ouagod kiSuffa k Ccurk _ . COItYith tl B00 May 26;IOZ STATE OF NEW YORK : SS - COUNTY OF ROCKLAND : On the 3 I*rday. 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. KATHRIN$9 1 • NOTARY AAA Com7. mb�ion t t "EXHIBIT A" Monopole — _Fenced Area I 12 ' x 26' Prefab i Equipment Shelter . r •. r . I I i PARKING AREA • i I r i i I - I r I JUNGE MECHANICAL CORPORATION v HEADQLARTERS. m D _ t • i . f FRONTgARCEL . I . i t ..SOUND VENCIE_ I (EXHI$IT, B) ALP 9212 r �R T �T 100 ft Monopole - I ' 1 Not to Scale '.Y'J, 't W. NYCENY1027 w Market:Long Island Cell Site Number.NYCENY1027 Cell Site Name:CUTCHWUE 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 NYCENY1627.CUTCxocUE t Y 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 h)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 ofiie _ _ ) ("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 b , 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 Government 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. NY LmdWw 2 2004 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 NY Lana rAMSC 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 parry'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 11 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. NY Lana Lease 4 . 2004 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. REMOVAL/RESTORATION. 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. MAINTENANCE/UTILITIES. (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 of 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 MY i.ia Lc= 5 2004 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: cuTcxoGuE PO Box 2088 Rancho Cordova,CA 95741-2088 With a copy to: AT&T Wireless Attn:Legal Department Re: AWS Cell Site#NYCENY1027; Cell Site Name: CUTCHOGuE 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 NY Land Lease 6 2W4 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] rn lmd to 7 2NA f 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: By: V L.4 0 Print Name: Print Name: u Its: Owner Date: "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: Ck r i Ste`rl,Q. Sa Yrl y►ti Cat. Print Name: S W y Its: Date: /e„`� Ji a� V � GAs �G D �OA15 X [ACKNOWLEDGMENTS APPEAR ON THE NEXT PAGE] NY Land Lease 8 2004 r TENANT ACKNOWLEDGMENT STATE OF / ✓erYG�/ ) 9 )ss: COUNTY OF 1 On the day of �year�rbefore me,the undersigned,a notary public in and for said state,personally appeare � ,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. Nota ublic: My 00t6nission Expires: JANETTE ELISE WAL BY NOTARY PUBLIC OF NEW JERSE`, LANDLORD ACKNOWLEDGMENT My COMMISSION EXPIREZFES 2A 409 STATE OF ss: COUNTY OFU On the ova day of �� in the yearzcol 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),and that by his/her/their signature(s)on the instrument,the individual(s)or the person upon behalf of which the' ividual(s)acted, executed the instrument. Notary Publi . rn�h,-) My Commission Expires: 10-tS—()S" �'pINYANEI�l1 NOTARY pUBUMATE OF NEW YORK NO.01NE6026576 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES OCTOBER M 20 NY Land Lease 9 2004 EXIMTT I DESCRIPTION OF PREMISES m / Page—of_ to the Agreement dated ✓!" I�Q &ra 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: C46 Notes- 1. This Exhibit may be replaced by a land survey and/or construction drawings of the Premises once received by Tenant. 2. Any setback of the Premises from the Property's boundaries shall be the distance required by the applicable governmental authorities. 3. Width of access road sball 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. NY Land Lem 2004 EXISTING CSC CABINET �l 188.15! N2�•E X� 1 � 1 EXISTING 120' 1 1 PROPOSED 13.5WjJ' r-EM5 MONOPOLE APPROXIMATE AT&T UTILITY 1 I ATdT LEASE AREA CONDUITROUTE I 1� � IW a m I I EXISTING PARKING AREA 1 I EXISTING MULTI- METER FRAME "'1I w APPROXIMATE LOCATION OF I EXISTING PROPERTY LINE (TYP.) 1 EXISTING BUILDING EXISTING TRANSFORMER I 1 1 1 i I 1 rJ1 _ _ � 17 COUNTY ROAD 48 CALLED NOITTH OVERALL SITE PLAN GRAPHIC SCALE 50' 0 50' OWNER INITIALS: APPROXIMATE SCALE: 1° = 50'-0" ALS* DATE AT,T INlnas: DATE PAGE 1 OF 3 PROPERTY INFORMATION: APPROX.-SCALE ROPFRY TAX IDf. �--� AT&T i n f I n I g Y NotEo LEASE EXHIBIT PLAN t000-ase-oa-m-0o-0ts.t e n g I n e e r I n g DATE: `V 9i21/04 SITE I.D. LI-1027 ZONING JURISDICTION:ON: 310 YARh7TA HW SITE ADDRESS: TOWN OF AT&T WIRELESS SERVICES oFMS*Ml `jam 21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE FAX k(no)610-7363 PARAMUS,NJ 07652 150-0a6 CUTCH06UE, NY 11935 AA EXISTING CSC CABINET x x x x x x x x x--7] x •,. EXISTING 120• MONOPOLE �•':' EXISTING EQUIPMENT AND CONCRETE PAD �''.�•. r X X x ? PROPOSED 13.5'x23' LLLN CABL PROPOSED E A.W LEASE AREA 10.0' ICE BRIDGE EXISTING SHELTER PROPOSED GPS -� • ANTENAW EXISTING SHELTER ( " PROPOSED fETICE ZL x x x X EXISTING GENERATOR PROPOSED G41E EXISTING GATE LOCAITON OF AT&T EQUIPMENT ON lO-O'x18-61W DEEP CONCRETE PAD EXISTING FENCE CALLED NORM SITE LAYOUT GRAPHIC SCALE 10' 0 10' APPROXIMATE SCALE: 1" = 10'-0" owNFx INTTEALS. DATE: AT&T IWIALS: DATM PAGE 2 OF 3 PROPERTY INFORMATION: APPROX. SCALE ROPERY TAX ID/: �—� AT&T i n f i n i r �/ AS NOTED LEASE EXHIBIT PLAN 1000-096-Do-D1-o0-o1s.1 e n g I n e e r I n g DATE: ZONING JURISDICTION: sio MNaETA HNY c•�' 9/71/04 SITE I.D. LI-1 027 TOWN OF SOUTHOLD AT&T WIRELESS SERVICES lcr M •CA 30°'g SrrE ADDRESS: 15 EAST MIDLAND AVENUE �f'cx1 e A CUTCH COUNTRY ROAD PARAMUS,NJ 07652 150-038 CUTCHOGUE, NY 11935 on —EXISTING ANTENNAS ® f 120' AGL } STAND-OFF N ARM MOUNTING OUNRNG PIPE (BY TOWER MFR) EXISTING MONOPO fl i —EXISTING ANTENNAS PROPOSED.AAk7 AN/DVNAS ® t105' AGL 4 PER SECTOR) 00EL#ALLGON 7740.00 AND 7391.00 rn �)i a7�UTy ®I 95G AGL 7110imi 'air Yfi ANTENNA FRAME PLAN VIEW (4 AAN7sn NASED P�R?SECT J Nar TO SCALE 0 w 0 0 EXISTING 120' o MONOPOLE 0 0 l Q N O 1 O 0 W 2 PROPOSED GPS AWOM PROPOSED ICE BRIDGECABLE EXISTING r ICE BRIDGE a PROPOSED EQUIPMENT EXISTING CHAINUNK WINE75 FENCE EXISTING SHELTER PROPOSED PENCE EAST MONOPOLE ELEVATION NOT TO SCALE OWNER INnTALS: DATE AT&T INITIALS: DATE PAGE 3 OF 3 PROPERTY INFORMATION: APPROX. SCALE ROPERY TAX ID/: AT&T i n f i n i g AS N0� LEASE EXHIBIT PLAN 1000-098-00-01-DO-019.1 �� e n g I n e e r I n g DATE s/2I/04 SITE I.D. 1I-1027 ZONING JURISDICTION: 01D MAM CA MA Hw SITE ADDRESS: ROSWELTOWN OF SOUTHOLD AT&T WIRELESS SERVICES CM)30075 M 21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE FAX r:("0)640-730 PARAMUS,NJ 07652 15D-036 CUTCHOGUE, NY 11935 1 New Cingular Wireless PCS,LLC(AT&T) 04wo- 1 RE Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 w r ''t 95P 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 OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT STREET LEVEL..........................................................6 6. CONCLUSION AT STREET LEVEL................................................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................7 8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................8 9. ATTACHMENTS...............................................................................................................................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 Pernussible 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 GSM 1900:4-4-4 UMTS 1900:2-2-2 UMTS850:2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM 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 Top of Antennas feet AGL 72' Antenna Aperture 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) RAD. CENTER OF METROPCS ANTENNAS 111'-6" t A.G.L. TOP OF TOWER rV 108'-6" t A.G.L. RAD CENTER OF VERIZON ANTENNAS 100'-0" t A.G.L. RAD. CENTER OF T-MOBILE ANTENNAS 90'-0" t 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) MOUNTINGAIL 1102/A05) FOR °72'-0 f A.G.L. (SEE DETAIL 1116/AO5) INSTALL (2) PROPOSED RRH'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/AD3) SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&4/AO3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH PAUL I 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 DETAIL 1121A/AO6) EXISTING AT&T ICE BRIDGE EXISTING VERIZON EXISTING EQUIPMENT CABINETS EQUIPMENT SHELTER EXISTING CHAINUNK FENC EXISTING CHAINLINK 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 facilityl: 0.64*N*EIRP(B) PowerDensity = )T*R2 (mw/cm2) Eq. 1-Far-field Where, N=Number of channels,R= distance in cm from the RC (Emission Center) of antenna, and EIRP(B) =The isotropic power expressed in milliwatts in the direction of prediction point. P lch*N*103 PowerDensity = in (mw/cm2) Eq. 2-Near-field 2*7r*R*h*a/360 Where P„fch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985,the FCC established rules to regulate radio frequency(RF) exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules,which were further amended in August 1997 by a Second Memorandum Opinion and Order.These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. 1 RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (p W), a millionth of a watt, per square centimeter (cm2 ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S. C. Section 332 ( c ) (7)(B)(iv) states that "[n]o State or local government or instrumentality thereof may regulate the placement,construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Cingular Wireless PCS,LLC(AT&T) 5. Comparison with Standards at street level The maximum cumulative power density at the proposed facility represents 1.34% of the public/uncontrolled MPE limit.This is approximately 80 feet from the antenna facility. Uncontrolled MPE Result 10000 =100%of Controlled Lim it 100%of Uncontrolled MPE •6%of Uncontrolled MPE 1000 Predicted Power Density P kYPAYYYYt#:WSAi'GSS7kiCYk:YdB�Y�SfXY.BX .�&P�Y�3. AP.s ..B�SBY&k4 ESPffiXIB'.Y:B.P.iPP&ikY.%kik'A8#8#CakYY%iPY&RBE X.�X7Y.Y�'. ,# 1'�ffiY�EYYX.kPkMY58'IIkffSSX.ki.Y78Y ..._'.., 100 10 41 C 1 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) war Density 100 OCCUP86=1 ti ti 4a a 1 p� a s y a 4. ti ti h. F� a f a d a 7 44 1+ 14 1, 4 3.0 30 300 1,600 1 OU00 Frequency(MHz) 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 c 10 1 a 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 10000 AT&TGSM PCS band 1000 100 N 10 1 o 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T UMTS Cellular band .f. r 1 ooa 5 F � < �100 = 10 Q VWyJ O 0.1 J 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 100 10 0NII L 1 a) 0 LL 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T LTE 700Mhz band 1000 100 r r 10 Q &' 1 o 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft Nextel ESMR band 10000 1000 100 E 10 c 1 0 L 0.1 m o a 0.01 77 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ 6ft above ground, ft 10 New Cingular Wireless PCS,LLC(AT&T) Sprint PCS band 10000 r h LLg 1000 P N 100 E 10 i aci 1 , Q a) 0.1 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 1000 100 CN 10tj- � 1 , C) 01 0 0- 0.01 3: 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft 11 New Cingular Wireless PCS,LLC(AT&T) T-Mobile AWS band 10000 1000 100 C 10 1 0.1 n 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon 700 band 10000 . 1000 100 N 10 N 1 r c Q " 0.1 0 a 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 . 100 E 10 0.1 _ 0777771 , �0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 100 E 10 . � w 4 0.1 0 dT V, 0.01 r 0.001 0.1 Horizontal Distance from Antoenna @1nft a l0000 bove ground, ft 13 New Cingular Wireless PCS,LLC(AT&T) Metro PCS band 10000 x�. 1000 .4 100 U 10 0 0.1 0.01 3 N h W 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 14 New Cingular Wireless PCS,LLC(AT&T) 9. Attachments ATTACHMENT A. - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE) (A) 1:1ndtS for Occupational/Controlled Exposure Frequency Electric Meld Magnetic Fiekt Power Density Averaging Time Range Strength (E) Strength (fl) (S) IE12, 1H12 or S (MHz) (v/m) (A/m) (mW/cm7) (mmutes) 0.3.3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.59/f (90{)lf2)* 6 30.300 6L4 0.163 1.0 6 300-1500 -_ -- f/300 6 1500-100,aa0 -- -- 5 6 (13) Limits for General Population/Uncontrolled Exposure Frequency Electric Meld Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) JE12, IH12 or S (MHz) (V/m) (A/m) (mW/trn2) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34.30 524/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 f= frequency in Mflz*Plane-wave equivalent power density NOTE 1: Occupational/controlled limits apply in situations in whim 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 occupatianai/controlled exposure also apply in situations when an individual is transient through a location where occupational/cantrolled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General populationluncontrolled exposures apply in situations in which the general pudic 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 INF`t!M'1'[ON INFORMATION I The signs must be posted in a visible area at each entrance to the site and at INFORMACION localized areas. �•r w.�u.rew w...ww« .rv«+r►..wa,ra r�... mr..wu>rw. Rwv�mwwuwr:i4+rhbrwmY •P.s O•aYM/a empww.kaw.P V Vr� 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 Rulemakins,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 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�g January 22, 2013 Prepared by Bernard Morgan Senior RE Engineer Bechtel Communications, Inc. 1 New Cingular Wireless PCS,LLC(AT&T) Table of Contents 1. INTRODUCTION.................................................................................................................................3 2. SITE DATA...........................................................................................................................................3 3. RF EXPOSURE PREDICTION..........................................................................................................5 4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL EFFECTS OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT STREET LEVEL..........................................................6 6. CONCLUSION AT STREET LEVEL................................................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................7 8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................8 9. ATTACHMENTS...............................................................................................................................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 GSM 1900:4-4-4 UMTS 1900: 2-2-2 UMTS850:2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM 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 Top of Antennas feet AGL 72' Antenna Aperture 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) RAD. CENTER OF METROPCS ANTENNAS 111'-6" t A.G.L. TOP OF TOWER .� 108'-6" t A.G.L. RAD CENTER OF VERIZON ANTENNAS 100'-0" f A.G.L. RAD. CENTER OF T-MOBILE ANTENNAS 90'-0" t 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/A05) FOR 72°-Op f A.G.L. MOUNTING (SEE DETAIL 1116/A05) INSTALL (2) PROPOSED RRH'S ON T-ARM (TYP. 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/A03) 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 DETAIL 1121A/A06) EXISTING AT&T ICE BRIDGE EXISTING VERI20N EXISTING EQUIPMENT CABINETS EQUIPMENT SHELTER EXISTING CHAINLINK FENC EXISTING CHAINLINK 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 facilityl: 0.64*N*EIRP(9) PowerDensity = Tr*RZ (mw/cmZ) Eq. 1-Far./ield 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*103 PowerDensity = `" (mw/cm2) Eq. 2-Near-field 2*7r*R*h*a/360 Where Pilch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985,the FCC established rules to regulate radio frequency(RF) exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules,which were further amended in August 1997 by a Second Memorandum Opinion and Order.These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.2 Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. 1 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 (cm2 ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S. C. Section 332 ( c ) (7)(B)(iv) states that "[n]o State or local government or instrumentality thereof may regulate the placement, construction, and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Cingular Wireless PCS,LLC(AT&T) 5. Comparison with Standards at street level The maximum cumulative power density at the proposed facility represents 1.34% 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 Density .xnxxxxr�avaarr`r .sarraxrrr:r. rsxrrssrsisrrasx rrrcxeaixrrrrxxasesa�.a�raarB rzx, xrxrrrr .zarxcrrrxrrarxur 100 10 0 1 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) PowerDensily (mWkm, 100 OCCUP86=1 Oemral Pubil; 5.0 5. ————————-- ti "I e 0 %Is' J 0,2 14 VE 0.3 IN 3.0 300 1,600 100,000 Fmquency(YiHz) 7 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 z - _ 10 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 10000 AT&T GSM PCS band 1000 100 10 N a O 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T UMTS Cellular band 4 d. 1000 3:100 . 51 N 10 0 d n 0.1 � s 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 100 q i Y 10 y 0 1 0 n 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T LTE 700Mhz band 1000 100 c 10 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 w 1000 100 E . 10 N ° 0.1 o , a..0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ 6ft above ground, ft 10 New Cingular Wireless PCS,LLC(AT&T) Sprint PCS band 10000 1000 , CN 100 10 tj- Q 0.1 o 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 1000 E 10 0 0.1 0 CL 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 100 1000 10 ; 0 0.1 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 E u 1 0 0.1 A 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 100 E U 10 'c 1 0 0.1 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 ; N 100 E 10 a) 0.1 VY a " 0.01 0.001 0.1 Horizontal Distance from Antoenna @18 above 10000 ground, ft 13 New Cingular Wireless PCS,LLC(AT&T) Metro PCS band 10000 1000 CN 100 10 c 1 3 0.1 t o° 0.01 0.00 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft 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) JE121 IH12 or S (MHz) (V/m) (A(m) (mW/cm2) (minutes) 0.3-3.0 614 1.63 (i00)* 6 3.0.30 1842/f 4.89/f (900/f)* 6 30.300 61A 0.163 1.0 6 300-1500 -- -- f/300 6 1500-100,000 -- -- 5 6 (B) Limits for General Population/Uncontrolled Exposure Frequency E9ectric Field Magnetic Field Power Density Averaging Time Range Strength (F) Strength (H) (S) IE12. IH12 or S (MHz) (V/m) (A(m) (mW/cm2) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 824/f 2.19/f (180#2)* 30 30-300 27.5 0.073 0.2 30 300-1500 -- -- f/1500 30 1500-100,000 -- -- 1.0 30 f= frequency in MHz*Plane-wave equivalent power density NOTE 1: Gccupatlonallcontrolled 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 occupationallcontrolled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2: General populatfooluncontrolled exposures apply in situations in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 15 New Cingular Wireless PCS,LLC(AT&T) ATTACHMENT B �1NFQRMA7'ION INFORMATION 1 ��wti<xan..avtnaa��ro..v Irw.aw.w.c �qmo aw%ti��YwYw•, The signs must be posted in a visible area at each entrance to the site and at WF61tMIA016 localized areas. .mow,,...�...;.w..�.a f/V VaIs�PYeM1.ib.M1Mi.Y1..is6 tYy..oMw...IwfMY..w w.r..tiurowivatp.-.�:+a.o Cll-'wa.sL ,ai.wh Ywe.sYwa 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr.Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References [1] The Communications Act of 1934,as amended by the Telecommunications Act of 1996,47 U.S.C. Section 332(c)(7)(B)(iv). [2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed Rulemaking,ET Docket 93-62, 8 FCC Rcd 2849 (1993). [3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order,ET Docket 93-62,FCC 96-326, adopted August 1, 1996. 61 Federal Register 41006(1996). [4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation, Second Memorandum Opinion and Order,ET Docket 93-62,adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 16 ,!c . PROJECT DESCRIPTION 4 � _ o- MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED mCABLES. o 3 PROJECT INFORMATION T v v SITE' ADDRESS: 21855 COUNTY ROAD 48 a ° CUTCHOGUE, NY 11935 0 v PROPERTY OWNER: CROWN COMMUNICATION, NEW YORK INC. R NYr Yl 02 0 a SITE #806579 H U MB,­ rm ��elm CD m � 0 o APPILICANT ADDRESS: NEW CINGULAR WIRELESS PCS, LLC ("AT&T") c: 0340 MT. KEMBLE AVENUE Ml E AP h d MORRISTOWN, NJ 07960 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS S m JURIISDICTION: TOWN OF SOUTHOLD FROM MORRISTOWN,NJ: ° v 3 PROPERTY TAX ID: SECTION 96 BLOCK 1 , LOT 19.1 HEAD NORTH—EAST ON, 340 MT K�EMBLE AVE MORRISTOWN, NJ 07960, USA, HEAD NORTH—EAST ON E US-202 N/IMT KEMBLE AVE TOWARDS ZAMROK WAY, TURN RIGHT ONTO MACCULLOCH AVE, TURN LEFT SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL o -0 ZONIING DISTRICT: LIGHT INDUSTRIAL AT THE 3RD CROSS STREET ONTO► MILLER RD TURN RIGHT ONTO COUNTY ROAD 510/ISOUTH ST CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. >to LATITUDE: N 41' 1 ' 46.42" (NAD 83) SLIGHT LEFT ONTO MADISON AVE, TURN LEFT PTO MERGE ONTO 1-287 N, TAKE EXIT 41A FOR 1—'80 E THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF ° 04 LONIGITUDE: W 72° 29' 50.06" (NAD 83) TOWARDS NEW YORK CITY, FOLLOWSIGNS FOR 1-80 E/IPATERSON/INEW YORK AND MERGE ONTO 1-80 CONTRACT AWARD SHALL GOVERN THE DESIGN. E, CONTINUE ONTO INTERSTATE 80) EXPRESS E, MERGE ONTO INTERSTATE 95 EXPRESS N, CONTINUE o ELEVATION: 58'f AMSLL (NAND 88) ONTO INTERSTATE 95 UPPER LEVEL N, CONTINUE ONTO 1-95 N, CONTINUE ONTO CROSS BRONX EXPY, o C CURRENT USE: TELECOMMUNICATIONS FACILITY CONTINUE ONTO 1-295 S, TAKE TIHE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO BUILDING CODE: BUILDING CODE OF NEW YORK STATE — 20110 ° ° 1-495 E ILONG ISLAND EXPY TOWARDS EASTERN LONG ISLAND TAKE EXIT 71 FOR NY-24 TOWARDS o � PRO)POSED USE: TELECOMMUNICATIONS FACILITY / ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70—NATIONAL ELECTRICAL CODE 0 HAMPTON BAYS/ICALVERTON, TURN RIGHT ONTO NY-24 S/ICOUNTY ROAD 94 E/IEDWARDS AVE S (NEC) — 2008 L �' RF DATA SHEET CONTINUE TO FOLLOW NY-24 S/ICOUNTY ROAD 94 E, SLIGHT RIGHT TOWARDS COUNTY ROAD 94 0 0 E/INUGENT DR (SIGNS FOR COUNTY ROAD 51 S), SLIGHT RIGHT ONTO COUNTY ROAD 94 E/INUGENT FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2010 DR, AT THE TRAFFIC CIRCLE, TAKE. THE 3RD EXIT ONTO FLANDERS RD/IRIVERHEAD—HAMPTON BAYS RD a DATIE ISSUED: 06/28/2012 REVISION: V02 CONTINUE TO FOLLOW FLANDERS RD, TURN LEFT ONTO COUNTY RD 105, TURN RIGHT ONTO MAIN RD, LIGHTNING PROTECTION CODE: NFPA 780-2008 LIGHTNING PROTECTION CODE 4-° TURN LEFT ONTO WICKHAM AVE, TAKE THE 3RD RIGHT ON TO COUNTY RD 48, MAKE A U—TURN AT SUBCONTRACTORS WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING w 4 COX LN, 21855 COUNTY ROAD 481 CUTCHOGUE, NY 11935, USA STANDARDS. INDEX REV O� AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL co -v DRAWING G� CONCRETE. •co ORTON BUILDINGS AME%Q RICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, NYCENV1027 -T01 TITLE SHEET 0 THIRTEENTH EDITION. NYCENY1027 -SP1 SITE PLAN pl, 0 0 NYCENII(1027 -A01 COMPOUND PLAN ANTENNA PLAN & GENERAL �O ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) 222—`F(1996), STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. NOTES O`�� TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR NYCEN1Y1027 -A02 EQUIPMENT PAD PLAN & NOTES O N TELECOMMUNICATIONS. NYCENY1027 -A03 MONOPOLE ELEVATION & DETAILS 0 a E NYCENY1027 -A04 REMOTE RADIO HEAD (RRH) MOUNTING, DC6 O `b INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING m o Off. EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND 0 . EXCEPTION BOX & FIBER MANAGEMENT BOX iOo� SITE SYSTEM �' DETAILS o �� IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING SAND GROUNDING OF ELECTRONIC � Q- EQUIPMENT �, NYCENY1027 -A05 DC POWER SURGE PROTECTION, DC POWER 0 0� o- cn ° (OVP) POLE MOUNTING DETAILS ���' IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION 0 o p O NYCENY1027 -A06 GPS UNIT MOUNTING, PURCELL CABINET 0 TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS o & LTE CONDUCTOR SIZES DETAILS o •c 0 ANSI T1 .311 , FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION E NYCENY1027 -E01 SYSTEM DIAGRAM ° +' NYCENY1027 -E02 RRH WIRING DIAGRAM 0 FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING c v, MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMIENTS, THE MOST RESTRICTIVE ° NYCEN`Y1027 E03 ELECTRICAL TVSS NOTES ABBREV. & SYMBOLS REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN -EN RAL REQUIREMENT 0 - ° AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL c NYCENY1027 -E04 GROUNDING NOTES & DETAILS DATC NYCENY1027 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE 0 ° C S R F JUMPER CONFIGURATION FA {�TIFY BUILDING Dr-�, ( ) v�v o� i Y.; . , a -�aoa S ANI TO 4 P&I Fos, , co v FOLLOWING INSPECTIONS, FOUNDATION-MOO REOUIR AID o . v _ FOR POURED CONCRETE DOCUMENT REVIEW STATUS v _ a ROUGH-FRAMING,PLUMDING G.. _.:.. ° PROJECT CONTACTS 3, INSULATION STRAPPING, ELECTRICAL v CAULKING E -0o STATUS N0. °r f m: Y f 4, FINAL•CONSTRUCTION&ELECTRICAL (D v 1. ED ACCEPTED - WITH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED DETAILe0o MUSTBE COMPLETE FOR C 0. - a) LL CONSTRUCTION SHALL MEET THE _c2. [0 NOT ACCEPTED - PLEASE RESOLVE COMMENTS AND RESUBMIT EQUIREMENTS OF THE CODES OF NE N NAME COMPANY CONTACT NUMBER SCALE: N.T.S. ORKSTATE, NOTRESPONSIfLEFOR �' Reviiewed by: (ENG'G) Date: ESIGN OR CONSTRUCTION ERRORS, I' v CONSTRUCTION JAYSON GONZALEZ BECHTEL (201 ) 571 -0705 o ENGINEER RIC;HARD COAD BECHTELSTATEMENT... (201 ) 571 -0730 STRUCTURAL STATEM��IViI NTe���F�-� � . . . � •0 3 RF ENGINEER CONSTRUCTION SA COMPLIANCE RF ENGINEER AZAD KARIM BECHTEL (201 ) 571 -0651 ° Z EXISTING EQUIPMENT PAD HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO a MODIFICATIONS TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. L � ° U •o cn -� E a-°i OF NELY .I $c� BECHTEL ASSOCIATES ITE NAME.. UT H UE rls m � PROFESSIONAL CORPORATION SITE NUMBER. NYCENY1027 . 4-J rI� A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 $( 9 a TITLE SHEET c -co CUTCHOGUE, NY 11935 z 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC ��a o4sag ��w JOB NUMBER DRAWING NUMBER REV >`, •°' t FREDERICK, MD 21703-8386 USA p o•° = SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK R�FESs�oNP 25736-41 5 T3—NYCENY1 027—TO 1 0 U aQ SILL 22" x 34 AHSI D EXISTING MONOPOLE 2 TAX LOT #17.5 N/0/F TOWN OF SOiUTHOLD EXISTING STORAGE CONTAINER ZONING TABLE: CUTCHOGUE "LI" o EXISTING VERIZON SHELTER LIGHT INDUSTRIAL ZONING DISTRICT m � - o EXISTING CSC CABINET 10.9'SW 2'2'NW ITEM: REQUIRED EXISTING PROPOSED APPDXIMATE LOCATION OF MAX. HEIGHT FT .......................................... 80 108'-6"±* NC Q VERIZON EASEMENT 4.0'NW 17.7'SE ( ) -p (RECORD—EXIBIT "A" V105786) LANK FENCE 188.15' MIN. LOT AREA SF ...................................... 40,000 45,589± NC ° E CHA1N — �0.4' MIN. LOT WIDTH (FT)..................................... 100 1 68 17± NC e ° N 2314 0 — MIN. LOT DEPTH (FT)....... 150 263. 16± NC ° _ I EXISTING (1 ) MINIMUM FRONT YARD SETBACK (FT)........... 100 75±* NC �x -x � ` — - x x _ _ /— x I STY MINIMUM SIDE YARD SETBACK—ONE (FT)...... 20 15.2±* NC m EXISTING T MOBLE x METAL& FRAME GRASS EQUIPMENT PAD x MINIMUM SIDE YARD SETBACK—BOTH (FT).... 40 45. 1 f NC o _ I — — EXISTING ICE BRIDGE C , 0 ' — — — — — x MINIMUM REAR YARD SETBACK (FT).............. 70 11 . 1 f* NC - " EXISTING GPS UNIT TO REMAIN x ...::� MAX LOT COVERAGE (%) .............................. 30 45.62E NC m _ I /EXISTING METROPCS T I EQUIPMENT COMPOUND I EXISTING STORAGE CONTAINER *A = NOT APPLICABLE NC = NO CHANGE m EXISTING DIMENSIONAL NON—CONFORMITY a CN z0 I , GRASS EXISTING NEXTEL SHELTER E � N .~ o -° N U Qx EXISTING GENERATOR >, ter` I 9.3SW pN wo J � U - w Y I I I EXISTING AT&T a o Q I I I EQUIPMENT PAD a o I III I RIGHT OF WAY EASEMENT I f ° (COMMON DRIVEWAY) 45.589 SQFT. I �- +; w 1 .0456 ACRES I - 0 , 0 I I I I I -� I I EDGE OF ASPHALT °' I 13.1 ' SW I EXISTING ASPHALT PARKING - o Q - I I I EXISTING I C° PARKING I I (n I N 0 Q I I I 38.3' .� Ir I I TAX LOT #19.1 14.85'W � I I � I I I 13.55'SW ROOF OVER I o � -°. 9.9 EXISTING (1 ) _ I CONCRETE STY o I I Q 22.7 FRAME 4-1 U EXISTING I w m I z +' c I I I (1 ) STY METAL > ZD Q +? o I I (AUTO SHOP) I o J � E o II o a� � o I w o m o o v I I = � I x ° � N O � 1 I � U CONCRETE PAVEMENT Q 38.0 I J w p O U J c° Ld of I ROOF OVER o Q o Lij N 0 � � Q I III m IY � z +, �- cr co Lo LOT 20.1 ° m 1 GRASS N/O/F CHRISTOPHER MOHR � " I cn E I I I EXISTING I w I _ w o ASPHALT > PARKING Q cn � . ° Io 75 703.32'(ACTUAL) WOOD CURB 0 I R=71 .52' o LILCO '� I GRASS f750 (DEED) , ° � _ - UTILITY POLE I I I L=122.85 �; ~ 420 # I II p Q. I I ±20.00 O ° > I / CONCRETE CURB UTILITY POLE CONCRETE CURB � #421 ELEC. CONDUIT o 16 8.17 (MARK—OUT) S 255230 W MIDDLE ( 12V WIDE) ROAD p 4-1 ( C. R . — 48) FULL SCALE 1 "=20,_0„ o ( NORTH ROAD ) NOTE: TO THE BEST OF OUR KNOWLEDGE, THE 20 10 0 20 40 F7 L z ` NOTE: SITE PLAN BASED ON SURVEY BY AREK SITE PLAN 1 PROPOSED EQUIPMENT MODIFICATIONS BY AT&T O SURVEYING COMPANY DATED 06/04/2009 AND WILL HAVE LITTLE IMPACT ON THE EXISTING HALF SCALE 1 "=40'-0"� 0 o A SITE VISIT BY BECHTEL ON 06/10/2012 SCALE: 20'= 1 '-0" SP 1 NOISE LEVELS AT THE EXISTING FACIL,TY. v 'cn L 4-1 E SITE NAME: CUTCHOGUE oFN at& BECHTEL ASSOCIATES m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 -°� CORPORATION 21855 COUNTY ROAD 48 ,* a SITE PLAN .. A UNIT OF BECHTEL COR $( +' -� �, CUTCHOGUE, NY 1 1935 L_ 5275 WESTVIEW DRIVE •0 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC Fo 04S4 ���'' JOB NUMBER DRAWING NUMBER REV > o •c - FREDERICK, MD 21703-8386 USA oFESStioNP� O 'i - SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 25736-41 5 T3—NYCENY1027—SP1 0 U aQ SIZE 22" x 34" ANSI b" +, GENERAL NOTES LOT 17.3 EXISTING CSC ms _ TOWN OF SOUTHOLD CABINET , . -EXISTING STORAGE CONTAINER 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL o 21565 COUNTY ROAD 48 _ , APPLY: - �� XISTING MONOPOLE CONTRACTOR - BECHTEL -� EXISTING T-MOBL I SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) EXISTING VERIZON SHELTER OWNER - NEW CINGULAR WIRELESS PCS, LLC ("AT&T") T� EQUIPMENT PAD OEM - ORIGINAL EQUIPMENT MANUFACTURER o v EXISTING METROPCS EXISTING ICE (BRIDGE a c: EQUIPMENT COMPOUND "EXISTING STORAGE CONTAINER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL -VISIT THE CELL ° I _ SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN PROPOSED FIBER & POWER BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY t m 0 CABLE ALONG EXISTING ROUTE FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. v EXISTING GENERATOR 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL c - I EXISTING AT&T EXISTING GPS UNIT TO REMAIN APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL c I EQUIPMENT PAD APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND v m I LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 0 EXISTING NEXITEL SHELTER O4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY E \— EXISTING PROPOSED GP'S UNIT & NEW 1/2 COAX CABLE COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE L- I 1 1 ROUTED TO BIBU (PROVIDE 10' MINIMUM REGULATIONS. o PARKING I SEPARATION FROM ANTENNAS) oA03 1 (SEE DETAIL 11121A/A06) 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, �n // APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON c // THE DRAWINGS. z ° v EXISTING ¢ 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT D MATERIALS IN ACCORDANCE WITH (1) STY METAL J MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICAILLY STATED OTHERWISE. o v i (AUTO SHOP) II EXISTING (1 ) STY 0- 0 // / ( FRAME ox 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS THE LOT 18.3 (D. j / U SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE JENNIE HARRIS `o v CONTRACTOR. ° COUNTY ROAD 48 � EXISTING PROPERTY I LINE (TYP.) a EXISTING 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, o � I O o PARKING I LOT 20.1 GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. U O 1 , SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS CHRISTOP HER MOHR E 22155 COUNTY ROAD 48 NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. o O I (D(D - _ 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. o -° 48 FULL SCALE 1 /32"=1 $-0" 0 COUNTY ROAD 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH 32 16 o 32 64 FT AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS +, COIVIPOUND PLAN 1 REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 0 s U SCALE: 1 /32"= 1 '-0" A01 HALF SCALE 1 /64"=1 '-0" 11 . SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ° o ° N 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE m o INSTITUTE (ACI) 301 . SWAP (1 ) AT&T ANTENNA FOR PROPOSED ° ANDIREW AT&T ANTENNA (SECTOR A) 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT EXISTING AT&T ANTENNA TO REMAIN ► (SEE DETAIL 2&3/AO3) 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN � v (SECTOR A) a Q ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. � '0 o o SWAIP (1) AT&T ANTENNA FOR PROPOSED 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. o EXISTING MONOPOLE v LTE AT&T ANTENNA (SECTOR A) ° Vw (SEE DETAIL 2&4/AO3) 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001 , ( ) 2 INS-FALL (2) PROPOSED RRH'S ON T-ARM (SECTOR A) GENERAL CONSTRUCTION SERVICES. o •°' INSTALL PROPOSED RRH'S E ON T-ARM (SECTOR C) (SEE DETAIL 1/A04) (SEE DETAIL 1/A04) 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ° COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE PROIPOSED RAYCAP DC6 DOME ON NEW PIPE MAST ON T-ARM DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY :° � SWAP (1) AT&T ANTENNA FOR (SEE DETAIL 1102/A05) FOR MOUNTING (SEE DETAIL 1116/AO5) DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. PROPOSED LTE AT&T ANTENNA INSTTALL 2 PROPOSED RRH'S ON T-ARM SECTOR B -° (SECTOR C) ( ) ( ) 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK o (SEE DETAIL 2&4/A03) (SEE DETAIL 1/A04) BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON 0 EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE c -------EXISTING AT&T ANTENNA TO SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS ~ SWAP (1) AT&T ANTENNA FOR REMAIN (SECTOR B) AFTER MIDNIGHT. c Q PROPOSED ANDREW AT&T ANTENNA > (SECTOR C) 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN E -0 NOTE: (SEE DETAIL 2&3/AO3) SWAP (1 ) AT&T ANTENNA FOR PROPOSED WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY ANDREW AT&T ANTENNA (SECTOR B) SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO AND MAY MOT REFLECT FINAL RF DESIGN. REFER EXISTING AT&T ANTENNA TO SFcTO (SEE DETAIL 2&3/A03) DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY °, TO LATEST RF DATA SHEET FOR FINAL LTE REMAIN (SECTOR C) DANGEROUS EXPOSURE LEVELS. ° ANTENNA S►PECIFICATIONS, AZIMUTHS, TILTS, ETC. ,,G� 20• �'' 0 N NOTES: 2�` SWAP (1) AT&T ANTENNA FOR FULL SCALE 3/16"-1 '-0" o •3 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. PROPOSED LTE AT&T ANTENNA 4 0 4 8 12 I-r DETAIL o Z 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. ANTENNA PLAN 2 (SECTOR B) Ki"00 0 3. IMPLEMENT CROSS-SECTOR REDUNDANCY (SHEET E05). (SEE DETAIL 2&4/A03) SCALE: N.T.S. Ao 1 0 o SCALE: 3/16"= 1 '-0" A01 HALF SCALE 3/32"=1 '-0" U •� • � � s SITE NAME: CUTCHOGUE BECHTEL ASSOCIATES m c PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 0 1- A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 � * COMPOUND PLAN, ANTENNA PLAN c i 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 �ti & GENERAL NOTES (31 L FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC `rc<�A04S43 '����'�' JOB NUMBER DRAWING NUMBER REV >, L_ •� O'� — SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK ROFE$$1ONP 25736-4115 T3-NYCENY1027-AO1 0 _F SIZE '12 x 34 AIMS( D ' U a co CONSTRUCTION NOTES c •`J 1 . FIELD VERIFICATION: m 0 SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. o 2. COORDINATION OF WORK: ' a SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 3 � �o v 3. CABLE LADDER RACK: o- c: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND ° CONDUIT AS REQUIRED TO SUPPORT CABLES. � v - m o 101 DETAIL U �O2 SCALE: N.T.S. 0 — + + STRUCTURAL STEEL NOTES v m N 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS + + + ' —INSTALL DC6 EXCEPTION AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. o � ° � L - - � �. Q + + '� BOX & / `~ EXISTING METER I ° EXISTING a + + / FIBER MANAGEMENT BOX 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL c� X d ARGUS a + + / ON UNISTRUT TO EXISTING / CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM 0 N I ° a \\ TE20B / ICE BRIDGE POST SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES ._ +, X ° BATTERY + + + ,' (SEE DETAIL 2&1137/AO4) / SHALL BE TOUCHED UP. E I CABINET a + + + ' EXISTING DISC. L— — — d / 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE -v 0 x + + + (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ° I EXISTING o EXISTING GPS / 0- 0 ° \ UNIT TO REMAIN / " ARGUS TE21 d ° + + + , 4. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8 DIA. ASTM A 307 ° POWER + BOLTS UNLESS NOTED OTHERWISE. 0 v EXISTING ° a CABINET ° + + + / AC PANEL I ° ° a - d + + / INSTALL 3 NEW 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S o °" X ° d ° + + + CONVERTERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM a ° ° / EXISTING °a + + / INSIDE TE21 / TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE C NOKIA E X ° ° a ° OUTDOOR d + + + , DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING � I ° /° + / HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE 0 X ° - CABINET ° + + + ,' PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. + + + EXISTING + + / �_ 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. .0 EXISTING TELCO ° a �' NOKIA + + + EXISTING NEXTEL / THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS ° BOX I 0 d ° + + / SHELTER STEEL WASHERS. X � ° � OUTDOOR °' r d °° — — — CABINET a + + + / /' d 620 DETAIL .� EXISTING a — — — + + + / SCALE: N.T.S. o 0 METROPCS I ° °� ° �� + + _c EQUIPMENT X ° i + + / PROPOSED PURCELL FLX16WS / 4-0 cI CABINET STACKED ON TOP OF 0 COMPOUND ° / I °d ° .a + + + /' EXISTING PURCELL CABINET / 4-1 s ° a + + + RELOCATE BOTH CABINET TO MAKE m o I ° — — — ° + + + / SUFFICIENT ROOM FOR DOOR 4- x ° d -r- — — + +0 ,' SWING (SEE DETAIL 1117/AO6) / I a ° + + + + + + + EXISTING ' ° Ldl_ / / \ LUCENTPROPOSED GPS UNIT & NEW 0 o x ° UMTS a ° ,' 1/2" COAX CABLE ROUTED TO 4-1X ° ° . d� ° BBU (PROVIDE 10 MINIMUM 0 0, ° �� id / SEPARATION FROM ANTENNAS) v 'c: x ° d ° a° a ° /' (SEE DETAIL 1121 A/AO6) d ° 4.- c U) v - EXISTING —x x x--`\ x x x x x x—1 ' .o o DOOR � EXISTING co /� FENCE LINE oQ + .� c 0 0 > O E -0 0 v . � _c � rn c r c oa NOTE: SCALE 1 1 /2 "=1 '-0"v o CURRENTLY THERE ARE 4 RECTIFIERS, UPON EQUIPMENT PAD PLAN 1 i2" s" o1 FT z COMPLETION OF LTE UPGRADE, A TOTAL OF �O2a7 RECTIFIER;S SHOULD BE PRESENT. NEW 3 SCALE: 1 /2"= 1 ' " HALF SCALE 3/4 0 .0 RECTIFIERS (WILL BE ADDED BY LTE. s L. 4) SITE NAME: CUTCHOGUE °Fp MEw �,, ' ` c & Z BECHTEL ASSOCIATES ��4 �0 m � (D PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �s -�' A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 $( r w EQUIPMENT PAD PLAN & NOTES 0,3 5275 WESTVIEW DRIVE , CUTCHOGUE, NY 11935 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GSrRC �a 04S4 g-' �� JOB NUMBER DRAWING NUMBER REV a o .c FREDERICK, MD 21703-8386 USA pRo P� 0 •c — SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK fiESS��N 25736-415 T3—NYCENY1027—A02 0 U a..Q SIZE 22 x .,4 ' ANSI D MECHANICAL -°� DOWN-TILT ASSY. - - U N o m m o Q ANTENNA, 3 MOUNTING HARDWARE RAD. CENTER OF METROPCS ANTENNAS -C v (FIT AS (REQUIRED) 111 -6" f A.G.L. v � — o NP .w o TOP OF TOWER ri►_ u a 108'-6" f A.G.L. m i- c U NEW PANEL c a) ANTENNA RAD CENTER OF VERIZON ANTENNAS o m 100'-O" f A.G.L. o ANTENNA MOUNTING PIPE a� v 3 E � o -n RAD. CENTER OF T-MOBILE ANTENNAS 90'-0" f A.G.L. *7 v in N i C • U v RAD. CENTER OF NEXTEL ANTENNAS U � � � ° ° ' 80'-0" f A.G.L. - 0 JUMPER (S) TO REMOTE RADIO PROPOSED RAYCAP DC6 DOME HEADS (RRHs) ON NEW PIPE MAST ON T-ARM TOP OF AT&T ANTENNAS (TYP. ALL SECTORS) (SEE DETAIL 1102/AO5) FOR �- a> > MOUNTING 72'-0" t A.G.L. 0' 0 0 (SEE DETAIL 1116/AO5) ° ° E 0r27ANTENNA MOUNTING DETAIL INSTALL (2) PROPOSED RRH'S ON v A013 SCALE: N.T.S. T—ARM (TYP. ALL THREE SECTORS) EXISTING (1 ) AT&T ANTENNA TO REMAIN (SEE DETAIL 1/A04) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW o ° 7 1 » 11 .85" 7 1 » AT&T ANTENNA (TYP. ALL THREE SECTORS) C -- (SEE DETAIL 2&3/AO3) c ° SWAP (1 ) AT&T ANTENNA FOR PROPOSED -LTE �- EXISTING MONOPOLE o AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&4/AO3) m o o EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH o PAUL J FORD STRUCTURAL MODIFICATION REPORT n i� i� I� ►� i� I� EXISTING GPS UNIT TO REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 co 0 0 � N FRONT .4 N FRONT PROPOSED GPS UNIT & PROPOSED ° 1/2" COAX CABLE ROUTED TO BBU •o o, (PROVIDE 10' MINIMUM SEPARATION � FROM ANTENNAS) o (SEE DETAIL 1121 A/AO6) ° EXISTING AT&T ICE BRIDGE 0 EXISTING VERIZON o o EXISTING EQUIPMENT CABINETS EQUIPMENT SHELTER o M EXISTING CHAINLINK FENC EXISTING CHAINLINK ° �-- FRONT ELEVATION SIDE VIEW FRONT ELEVATION SIDE VIEW FENCE co 'd Q MECHANICAL CHARACTERISTICS MECHANICAL CHARACTERISTICS KAs '. U j f ; y E a WEIGHT: 34.171b (15.50kg) WEIGHT: 34.171b (15.50kg) WIND LOAD (®150 km/h): (402.7N) WIND LOAD (@150 km/h): (402.7N) TOP OF GRADE 0'-0" AGL J MAX. WIND SPEED: 149.8mph (241 .0 km/h) MAX. WIND SPEED: 149.8mph (241 .0 km/h) :.c f- NOTE: ANTENNA CONFIGURATION r7 v AND AZIMUTHS TO BE FIELD VERIFIED. ° GSM ANTENNA LTE ANTENNA co K�3 ANDREW DBXNH-8585A-A2M 4 ANDREW DBXNH-6565A-A2M MONOPOLE ELEVATION 1 FULL SCALE 1 /8 0 3 o Z A0.3 SCALE: N.T.S. A03 SCALE: N.T.S. SCALE: 1 /8"= 1 '-0 �O3s o s 1s FT o _ ..x .. HALF SCALE 1 /16"=1 '-o" 0 U to - °' BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE ®fp NFw =gy.:. B &t z m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027co c @ °' ra A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 �( * ' * MONOPOLE ELEVATION & DETAILS v_,3 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 °' FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RCFapo4s g-'`����'. JOB NUMBER DRAWING NUMBER REV 0'C = SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK ROFESS1ONP 25736-415 T3-NYCENY1027- A03 0 U aQ SIZE ? x 34 AfJ'SI G EXISTING ICE s '_` BRIDGE POST (TYP.) DC6 EXCEPTION BOX m o PROPOSED FIBER (SEE DETAILS 1137/A04) MANAGEMENT TRAY / WIDTH �_0 -C c ----------------- 0 u 0 o w o � m 0 o d' o DD o W w 0) c Q) o 2 co � o p N o Q m o � C N v 3 E -a TO ANTENNA �0 FIBER ALARM (+45 DEGREE) �� ENTRY CABLE PORT N 1/2" COAXIAL CABLE '- _ W/ 7/16 DIN—MALE PROPOSED P1000�/ CPRI M �cPRI-S ALM 4-6 n(/RX2 TX/RX1 0 ° ALCATEL—LUCENT RRH (TYP 1 PER 000 O &Q AISG� CONNECTORS ON UNISTRUT (TYP) v o PIPE OTHER NOT SHOWN FOR GIGE AlM 1-3 (IF USED d' o BOTH ENDS (2 TYP) CONNECTION 0 U CLARITY RRH FOR RET)0- 0 O O Q ALU PIPE TX MON2 O O TX MON 1 PTO ANTENNA 0 a MOUNTING KIT GROUND DC ENTRY PORT DEGREE) -6 0 (TYP) RRH o a RRH BOTTOM VIEW RRH TOP VIEW U '� DC POWER SURGE PROTECTION, COC RR FIBER MANAGEMENT BOX ° E H 4" SQUARE TOP VIEW o TUBE SIZE AND WEIGHT TABLE MOUNTING DETAILS 2 CO -v STANDOFF HEIGHT W/O CABLE WEIGHT SCALE: N.T.S. �O4 °® RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET RRH 700 MHz 12.2" 10.8" 21 " 51 LBS. 0 RRH RRH 2X40 (80W) 15.220" C ° y ° RRH AWS " 43 LBS. 14.273" 6.370" o 0 `� ° 2X40 (80W) 12" 9 25 (W/O SOLAR SHIELD) 13.056 ° \-SABRE PART N0. z_ 12.000" 6.273 v C10123001 (SHADED) `° NOTE: DIMENSIONS INCLUDE MOUNITING BRACKET, SOLAR SHIELD AND CONNECTORS. E - - T •� MINIMUM CLEARANCE TABLE -� e _w Q) ELEVATION RRH CABINET CLEARANCES INCHES) COMMENTS L � a ISOMETRIC 0 FRONT 36" INSTALLATION ACCESS 0 a+, o vP REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING (3) 0.38" o •c SUPPLIED MOUNTING BRACKETS o TO 1 rl� .28"� 00 o . RIGHT 4" AIR FLOW � co co CABLE Lo '0 RRH PIPE STANDOFF MOUNTS LEFT 4" AIR FLOW (4) 0.14" c :,?� TOP 12" AIR FLOW TO 0.65" CABLE 0 \ o 0 00 o BOTTOM 12" CONDUIT ROUTING ® 0 0 fn C � Q ALACATEL—LUCENT 9442 �' > REMOTE RADIO HEAD (RRH) �.313"0 HOLES E o (4 TYP) ////X/ :W ROXTEC CF16 NOTE: RAYCAP MODEL DC6-48-60-0-1 E IS FITTED WITH (2) 2—INCH CONDUIT FITTINGS IN PLACE rn c: OF THE ROXTEC BLOCKS. N RAYCAP DC6-48-60-0-1 B-01 .0 3 RRH PIPE STANDOFF MOUNTS FOR SECTORS A, B & C 1 ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) 1 104 DC POWER SURGE PROTECTION 1 137 o z0 SCALE: N.T.S. A04 SCALE: N.T.S. �O4 SCALE: N.T.S. A04 a L c O U ,o s SITE NAME. CUTCHOGUE °�o. A.: � Bt&t L BECHTEL ASSOCIATES �o o ` m c PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �, REMOTE RADIO HEAD (RRH) MOUNTING, o j A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48+, * �� s i DC6 EXCEPTION BOX & FIBER MANAGEMENT rn 3 c 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 �+ �. 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC o \ c`= BOX DETAILS a o ��" FREDERICK, MD 21703-8386 USA �ARoFESSoNP�� 4s43g- JOB NUMBER DRAWING NUMBER REV 0 *c = SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 25736-415 T3—NYCENY1 027—A04 0 0 < 11 SIZE 2 2 ' x ")4 ANSI ,.L 3.50" co a) DOME COVER m ° x SECURING BAND o \-AIR VALVE += Q co 3 " Lo 0) v ° a � o s L aoi a m L I ° TOP VIEW c RAYCAP DC6 ° m 9.25" OVER VOLTAGE PROTECTOR RAYCAP DC6 WITH DOME COVER -n a OVER VOLTAGE v 3 PROTECTOR 9.00" DOME COVER 0 c I� v Lo N C -v U m MIN. 2" TO MAX. 4" v � o GALVANIZED PIPE 0 U L a0 L +, DOME SECURING 0 v o BAND N ° Lo o0 -o 0 11 o �- DOME COVER - - - - 0 SECURING BAEl H ND - - - - - - - v o cn RAYCAP SUPPLIED � SECURING BAND FOR -CLIP FOR ATTACHING co ATTACHING DOME DC6 (OVP) TO BASE 0 COVER TO DC6 OVERE N RAYCAP SUPPLIED o ASSEMBLY (TYP) VOLTAGE PROTECTOR POLE MOUNTING BRACKETS o o v 0 1 RAYCAP SUPPLIED BASE ASSEMBLY CLIP LUGS FOR ATTACHING POWER CABLE \ DEVICE TO BASE ASSEMBLY INGRESS PORTS c � o � � OVAL CABLE INGRESS PORT WWWWWWL� WG� WW m o c •- CABLE TIE BAR -� 9.56" 1 .57"f 12.38" CABLE EGRESS cn .a =3 PORTS (TYP) a o (NOTE 1 ) ES: 0 0, 10.38" SIDE VIEW 1 . RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE 0 L MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. o � � OVAL FIBER CABLE INGRESS AND c a, ALARM CABLE EGRESS PORT 1 . REMOVE CABLE SEALING GLAND AND CABLE EGRESS PORT ° INSTALL M320 .5 METRIC-TO-1 " o TYP 6 RAYCAP DC6-48- 60- 18-8F NPT ADAPTER (COPPER DC POWER OVER VOLTAGE PROTECTOR (OVP� o GROUSE-NINES P/N CAP 740 994 (mo-_O FIBER SIDE POLE MOUNT BASE ASSEMBLY o OR EQUIVALENT MFR) WHEN 0 t- CONNECTING CONDUIT TO OVP. m o POWER SIDE c Q o OVAL POWER CABLE INGRESS PORT 0 o " o - DOME COVER o \ SECURING BAND CLIP LUGS FOR ATTACHING DEVICE TO BASE ASSEMBLY (TYP 4) BOTTOM VIEW DC POWER OVER VOLTAGE PROTECTOR (OVP) r- C ° DC POWER SURGE PROTECTIONrll02 POLE MOUNT BASE ASSEMBLY KI T1�6 0 CV +' r .0 3 SCALE: N.T.S. �O5 SCALE: N.T.S. �O5 v Z 0 a L � O U .O co °' BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE ®�DEw B & o ' m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 ,* DC POWER SURGE PROTECTION, tu�.3 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 DC POWER (OVP) POLE MOUNTING DETAILS •>' L FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC sFaAo4sg.'`� �'\ JOB NUMBER DRAWING NUMBER REV •�Q scALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK R0FES5`°NP. 25736-415 T3-NYCENY1027- A05 0 `iZL 22 h 3)4 AhSl 1) to , -� 4-J s - _ U _p O O m o DC2 C3 RRH DC6-RM C1 FC12 C2 DC2 RRH 3 o v „ DC2 RRH � o HO)LES 69 � D1 D2 1)3 °- s °— FIGURE 1 — TRUNK CABLE TO JUNCTION BOX o c U � ��4 �,� ' MAXIMUM AB FIGURE 1 o _ C N >%� A I O D 1 LENGTH (FT) c v �/ Lo ° °D GPS UNIT � �C' I I � c �'9 ��6' �C p C1 SIZE C2 SIZE 100 125 150 175 200 250 75 cV 8AWG 191 166 141 116 91 66 16 E INSTALL WEATHER PROOFING �� 8AWG 10AWG 119 103 88 72 56 41 10 tz o PER UNIT MANUF. SET SCREWS � _____-__ -_-_-____ 12AWG � INSTRUCTIIONS �� b -b � 75 65 55 45 36 26 6 --- COLLAR C'y� '9j� 1 .75" FRONT 8AWG 145 105 65 25 - - - v Lo >_ /fi 10AWG 1OAWG Z 90 65 40 15 - - - c N 1 (1 -5/16 O.D.) X 3 0 MAX. G'� 0 �D 21 .50 W PROVIDE APPLICABLE GALV. STEEL OR ALUM. MOUNTING 'p O 18AWG J 75 1 25 10 = _ ° PIPE-TO-PIPE CLAMP PIPE O N - - - - - � c GROUND CABLE CLAMP (BURNDY ° (O 12AWG 10AWG 47 7 12AWG 29 4 TYPE C-11N OR EQUIV.) DRILL PATTERN — — — — — �— INSULATED SPLIT-COLLAR BUSHING (GARVIN �0 O CABLE C3 MAY BE EITHER 10AWG OR 12AWG. - P/N GCHK100 WITH GROUND LUG REMOVED) LENGTH D3 IS 16 FEET ALL CASES 0 ICE BRIDIGE POST 36.30" RRH .D cn OR SIMILAR POST. COAX CABLE (O °' ° (W/N-MALE CONNECTOR) C1 C2 o �- (O ' o w DC6-RM DOME RRH COAX CABLE SUPPORT ° 0 - RRH -v 2 AWG GROUND WIRE CADWELD TO ° a) 0o D1 D2 POST ONLY IF GROUNDED, OR LUG GROUND PAD PURCELL 0) co TO CRGB P SECTION OR NEAREST W/4 1/4-20 FLX 16WS FIGURE 2 - TRUNK CABLE TO DC6 (DOME ELEVATION P' SUPPLEMENTAL GROUND BAR BOLTS CABINET O C NOTES: (COLLAR MOUNT) 1 " KO's (TYP) C1 DC2 RRH � SAME ON LEFT SIDE cn v 1 . LOQATION OF UNIT MUST HAVE CLEAR VIEW OF SOUTHERN SKY WEIGHT: DC6-RM DC2 RRH � AND► CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE 2" KO's (TYP) o c°� SURFACE AREA OF A HEMISPHERE AROUND THE GPS UNIT. SAME ON LEFT SIDE ir- �` DC2 RRH EMPTY W/BLANK DOOR = 801bs w c EMPTY W/ HEAT EXCHANGER = '1201bs �� H EAT 1, ° ALL GPS UNIT LOCATIONS ABLE TO RECEIVE CLEAR i 1 D1 D2 s ° 2• SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH EQUIPMENT (VARIES) = 400/Ibs MAX EXCHANGER %� E CABINET TOTAL (MAX) = 6001bs �� ; FIGURE 3 — DIRECT CABLE TO DU m O HANDHELD GPS BEFORE FINAL LOCATION OF GPS UNIT. �i O MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 3 a) 3. CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. NOTES: �� -° . 4. LTE—GPS UNIT SHALL BE LOCATED 10' FROM ALL UNIT. 1 . DOOR HINGE MAY BE REVERSED �`� i'� D1/D2 LENGTH (FT) (n 2. MINIMUM ANCHOR SIZE MUST BE 1/2"DIA. 0 O 3. AN ISOLATOR BASE IS REWIRED WHEN MOUNTING �� ; CABLE 8AWG 10 AWG 12 AWG 0-4- LTE—GPS UNIT DIRECTLY ON CONCRETE PAD.. �i C1 265 165 104 ' PIPE & L—BRACKET MOUNT - c 1s 16 16 v - 2 o PLAN cn .NOTE.S. v '>. 1 . CABLES LENGTHS ARE APPLICABLE FOR ALU 70OMHZ & AWS FREQUENCY v RRH MODELS. O u 2. NOMINAL SYSTEM VOLTAGE IS —48V DC, SUPPLIED FROM A 48V BATTERY. NORMAL OPERATING VOLTAGE IS 52V. ° a 3. CABLE LENGTHS BASED ON ROSENBERGER CABLES. c 0 U > O N ° PUIRCELL FLX16WS CABINET SPECIFICATIONS 1 1 GPS UNIT MOUNTING DETAIL 1121A A06 LTE CONDUCTOR SIZES 408 M ° SCALE: N.T.S. A06 SCALE. N.T.S. 0 SCALE: N.T.S.v A06 O 3 :,., 4- v o � z 0 a 0 U ,o c OF NFL at&t BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE m (n PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 -a, A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 * �9 GPS UNIT MOUNTING, PURCELL CABINET o,3co & LTE CONDUCTOR SIZES DETAILS 5275 WESTVIEW DRIVE CUTCHOGUE, NY 1 1935 >, L �� FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE—ISSUED FOR CONSTRUCTION NG GS RC sFo �4sa3g-� ���'' JOB NUMBER DRAWING NUMBER REV a c SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK AROFEss�oNP� 25736-415 T3—NYCENY1027— A06 0 U a SI'E >: )4 HriJi �) -� 2, t • U � o NOTES���T�� m . s 1 . FURNISHED+, Q LTE ANTENNA LTE ANTENNA LTE ANTENNA BY OEM/AT&T. 3 AISG CABLE FOR WITH RET WITH RET WITH RET 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. �T o RET CONTROL NOTES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. a c: NOTES: R ) 21 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. 0 (TYP FOR 3) 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. +' 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH s v a a 012-526-20-040 2KW MODULES. m 0 �1 8. SPART OF EPARATELY.CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED o COAX JUMPERS c +; NOTES: 3, 4, 13 9. BREAKERS TO BE TAGGED AND LOCKED OUT. '� 1900 OR 1900 OR r 00 OR 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER o m 700 RRH AWS RRH 700 RRH AWS RRH 700 RRH AWS RR CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN NOTES: NOTES: NOTES: IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND PROVIDE (2) 10A NOTES: L NOTES: NOTES: 1 , 2, 5 BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM 1 , 2, 5 1 , 2, 5 _ _ v 3 A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH E SPECIAL CONNECTOR. 1 1 ----- - --------- ------- -- ----- -, 6 AWG ° (o 1 700 RRH 1900 OR I I , , I , , , , 11 . DELETED NOTES: AWS RRH 1 12 COUNT SINGLE MODE ' ' 1 ' (TYP FOR 6) 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 0 L I 1 , 2, 5 NOTES: 1 1 FIBER CABLE -�- -� I -� --�- -1- - NOTE 13 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. ° N I 1 , 2, 5 1 1 NOTES: 3, 4, 5, 13 i c 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. - - - 1 (TYP FOR 6) m Q 1 DC SURGE CABINET SHALL BE RAYCAP DC6-48-60 0 1 B 01 . SEE DETAIL 1 � Q Ir. co 1464 FOR INTERNAL WIRING DIAGRAM. 112/C DC CABLES 1 m 16. SEE DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. v 0 1 2 (COUNT, SINGLE MODE ' ' o U NOTES. 3, 4, 5, 13, 14 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS SPACED FIBIER CABLE IN 1 " LFNC �- �i �- I I (TYP FOR 6) NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC ° 1 NUITES: 3, 4, 5, 13 o Q - Q 1 POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT L j 1 " LFNC MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE L � � (TYP FOR 2) 0 12/'C DC CABLE IN 1 " LFNC 1 I NOTES: 3. 4, 6, 18 FIBER j FIBER AND EXIT OPENINGS. ° I NOTES: 3 4 5, 13, 14 I I (TYP FOR 6) I 18. CONDUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE In Q I I I ALARM I m co THAN 10' FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH IS 16 FEET. 0 1 (TYP FOR 2) LJUNBCTION I I ALARM CABLE ,� Io FIBER � FIBER 19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX OR C I I I NOTES: 3, 4, 5 co 1 o 0 I 1 1 � I KS24194rm, COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH .D I I L-- - -- J BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, - - ---- - ------ ------- ----- CD 0-v0 I (2) 2 COUNT SINGLE MODE FIBER D I STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & 10 ° I CABLES AND (2) 2/C DC CABLES IN I OPTIONAL INSTALLATION DISTRIBUTION UNIT Q AWG AND CLASS I (TYPE IV) FOR SIZES 8 ,AWG AND LARGER. CABLES 0 I " 1 SEE DETAIL A THIS SHEET ® AT&T ANTENNA HEIGHT SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR 1 LFNC NOTES: 3, 49 14 I NOTE: 22 (TYP FOR 3) (RAYCAP DC6-48-i60-18-8F) 24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER 0 •� NOTES: 3, 4 & 16 2 AWG CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT I NOITE• ALARM CABLE FOR SECTOR 'A' 0 ° I ONI LY I TOWER PVC JACKET, TYPE TC, UL LISTED FOR 90-C DRY/ 75-C WET INSTALLATION. DC6 I 20. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90-C DRY/75-C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED NOTES: 3, 4, 17 OTHERWISE. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21 . RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. c I I EQUIPMENT REFER TO RF DATA SHEET FOR APPLICABILITY. o 12 COUNT, SINGLE MODE FIBER CABLE LOCATED AT 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS I FIBER CABLES I N CONDUIT I FIBER IN 2" FLEXIBLE CONDUIT INTERDUCT GROUND LEVEL / SCOPED BY MARKET. a � 1 I NOTES: 3, 4, 5, 6 23. MAXIMUM 4 0 AWG CABLE LE 0 m TYPICAL PER SECTOR (NOTE 22 6/C DC CABLES FIBER CONVERTER SHALL NOT EXCEED T� Fes•M 24V DC POWER PLANT TO ° '- I DETAIL A I NOTES: 3, 4, 14 MGMT BOX FIBER 24. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL °' CABLE CONNECTION. �� �-- ----------- - --------------- - ----� (TYP FOR 2) ° 25. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. RAYCAP 6 AWG n. (AWS & 700 MHz �I T__� 'o ° DC6-48-60-0-1 B-01 o LTE BBU 6 AWG - 6 AWG L o NOTES: 3, 4, 15 NOTES: 1 , 2, 5 - °- GPS ANTENNA & c +' SURGE SUPPRESSORS 0 0, (12) 1/C 12 AWG - NOTES: 3, 4, 24 + ALARM CABLE o _c IN 2" LFMC (2) 1/C 1 AWG Affi ALCATEL-LUCENT 9412 BB TYPE 2 NOTES. 3, 4 CLASS B IN 2. G m CABINET WITH (1) 9926 (BBU) .� 48V DC BREAKER PANEL LFMC CONDUITt NOTES: 1 , 2, 5 SYSTEM DIAGRAM, TOWER SITE ° (1) 1OOA & NOTES: 3, 4, 5, s WITH OUTDOOR BASE BAND -� LNOTES: G IN (6) 15A BREAKERS ALARM CABLE 2 COUNT, SINGLE MODE FIBER AND R R H'S 0 N TOWER '�. NOTES: 1 , 2, 5 (TYP FOR 2) 0 /RNC NOTES: 3, 4, 8, 9 NOTES: 1 , 2, 5 66 BLOCK SIAD 0 4 23 -- - ---- -- ---- NOTE: 10 \ 2" LFNC CONDUITNOTES: 3, 4 i W PULL STRING 400HDETAIL cl) ) __ ( / ) •o a ALARM CABLES 1 NOTES. 3, 4, 6 E01 SCALE: N.T.S. c � 24V TO -48V NOTES: 3, 4,, 25 0 TO (2) 250A CONVERTER ' " 00 BREAKERS IN W/ 2KW MODULES BY OTHERS NETWORK INTERFACE DEVICE 0 24V DC POWER NOTES: 3, 4, 7 (VARIES BY MARKET) PLANT ' - NOTE: 12 6 AWG ~ �' OUTDOOR CABINET - 2 AWG CHASSIS GND �i o v - 2 AWG c c 0 3 :.p 4- 0 0 Lz 0 a L � 0 U co � 4F NEB, at& 4-1 SITE NAME CUTCHOGUE BECHTEL ASSOCIATES �9��� m c � PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 � 0 °' L A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 SYSTEM DIAGRAM v, L_ t 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 •` 3 °' FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC `FQp�464 g-�����'� JOB NUMBER' DRAWING NUMBER REv >. L. •C a 0 ROFESSI01 0 •c: SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 25736-4115 T3-NYCENY1027- E01 0 SIZE 22 x _)4 Af S1 u AWS 700 -� -� SECTOR A SECTOR A :a (2) 1 AWG 1/C m POWER CABLES 6/C 8 AWG POWER CABLES v o ALCATEL-LUCENT a 3 a 9412 CABINET W/2 48V DC + m 0 m o _0 9926 (BBU) INPUT - U - z CL cL m m o m w 0ell ° �L C� m u- Q � Q 0 v NOTE 12 I + I + I + I + I + I + (NOTE 11) (NOTE 11) s ALARM o 0 0 0 0 o cn cn cn cn cn cn 2/C POWER CABLES + ❑ + - ❑ eAM 700 00 00 00 33 33 33 a 0 JACKS ALARM �` �` a a a a a s (6 TYP) (NOTE 6) m L I I I I I I I I I I I I I 0 CABLE aQ mm c� c) Qa mm 0c� 0 - ALCATEL-LUCENT Y 9926 (BBU) ± 0 � 0 48V DC 0 NC 70OMHz INPUT _ ALARM co __J) DC SURGE SHELF RAYCAP DC6-RM (NOTES 2, 8) 6 AWG \�- 6 AWG -o JACKS c° - ALARM GND + + + + FIBER PORTS - + - - - - + - ° 3 1 2 3 4 5 6 T1 RJ45 JUNCTION BOX CABLE TO TO WHEN REQUIRED JACKS ROUND GROUND o ° ❑ ❑ ❑ aaa (NOTE 9) - -1 "- co (3 TYP) I I AWS 700 �n SECTOR B SECTOR B o is �_ 6 AWG I i c N eAM AWS ALARM JACKS _ I I TO EQUIP. L CABINET v ALCATEL-LUCENT GROUND C w o m o 0 0 9926 (BBU) 48V DC Rl a 0 AWS INPUT BAR A-AWS+ o °- w m o °' w m IV -w _ _ (12) 1/C 12 AWG + + ALARM A-AWS- _ _ 0 o m Q 0 o m Q o v JACKS POWER CABLES A-700+ ° FIBER PORTS GND A-7 00- + + + - a a + - a ❑ 1 2 3 4 5 6 T1 RJ45 B-AWS+ FIBER & POWER c ❑ ❑ ❑ JACKS < < r < <o B-AWS +_ DISTRIBUTION + f-----� _ 0 B-700+ .,,I,. 48V SURGE PROTECTION + v B-700- _ RAYCAP DC6 _ 0 -48V C-AWS+ (NOTE 7) ° cn SUPPORT --/ i ' ' ' ' ' C-AWS- + (4) 1/C 4/0 AWG _+ 6 AWG C� 6 AWG �-n -STAND ' POWER CABLES OV C 700+ + + TO TO •- 2 AWG C-700- _ _ GROUND GROUND 4-1 o 0 - +24V INPUT +24V INPUT ° TO FEED A FEED B (NOTE 3) 24V TO -48V CONVERTER AWS 700 •`� ° GROUND WITH T SECTOR C SECTOR C o (NOTE 3) INTEGRAL -48V BREAKER PANEL ' (NOTE 2) 2 AWG v v v �— FACTORY To - - P � _ a WIRING E ALARM ALARM CABLE GROUND I � m m m o TERMINAL TO 66 BLOCK I ( o w m o w m 0 +GND O/P (NOTE 4) (NOTE 3) OV BLOCK (THIS SHEET) I I o m Q o m Q • •• • •• • • - GND I/P L_ -JFIN a" o� INSTALL (2) (N) + - ❑ ❑ -I- 1 1 - ❑ ❑ 250A BREAKIERS aQ_ � 6 AWG024V 2 AWG (NOTE 5) n.° • • • (+) (NOTE 10) o a, TO EQUIP. CABINET o 'L GND BAR E 0 NOTES �- 6 AWG 6 AWG o + OV c 1 . LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PUILL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, TO TO 'v WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUEMICY BAND AND POLARITY; I.E. "A-AWS+"• GROUND GROUND 2. INSTALL IN AUXILIARY EQUIPMENT CABINET. 3 CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1 " CENTER. v PART OF DC POWER PLANT 4. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK (ON OPPOSITE SIDES OF PAD USING 1 -HOLE 3/8" TERMINALS. WIRING DIAGRAM , OUTDOOR o _ 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CIENTER. BASE BAND AND R R H s ON TOW ER R 0 0 FTO P 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. c adCRGB 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. DCZDC CONVERTER, DC6 ° ¢ 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. c 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED> 0K'4_1'8�IN CONDUIT AS SCOPED BY MARKET. 3DETAIL 0 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V' o DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. �O2 SCALE: N.T.S. •- 0 11 . THE BARE WIRE OF EACH MULTI-CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE .� EQUIPMENT CABINET GROUND BAR. rn 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. c ri c o � 04 C ' 0 3 o o L. z 0 a � c 0 U •o s t 0 SITE NAME: CUTCHOGUE ° �, BECHTEL ASSOCIATES �� pE �. =`i' & Z m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 $( 9 a RRH WIRING DIAGRAM 3 � CUTCHOGUE, NY 11935 �� o i 5275 WESTVIEW DRIVE 0 01/21/13 LTE—ISSUED FOR CONSTRUCTION NG GS RC �` 4g4�g � � JOB NUMBER DRAWING NUMBER REV >' •c FREDERICK, MD 21703-8386 USA °A P��. 0•c = SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK R°FESS'°" 25736-415 T3-NYCENY1027- E02 0 0 aQ SIDE „' . x _,4 Al l�)l D SYMBOLS .0 2 ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) SOLID GROUND BUS BAR m 1 . WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 4-1 OF THE NEC AND TELCORDIA. WITH NEMA, UL, ANSI/IEEE, AND NEC. S/N SOLID NEUTRAL BUS BAR o ~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 oCONTRACTOR FOR APPROVAL. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN oT° 2-POLE THERMAL-MAGNETIC a DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA o CIRCUIT BREAKER ° 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 3R (OR BETTER) OUTDOORS. 0 THE NEC AND TELCORDIA. ^ SINGLE-POLE THERMAL-MAGNETIC L. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR ° ° CIRCUIT BREAKER m o 4. CABILES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, C U OR NEMA 3R (OR BETTER) OUTDOORS CHEMICAL GROUND ROD 0 a� 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR- T CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2 INCH PLASTIC ELECTRICAL TAPE WITH UV 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- ® GROUND ROD o a� PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) DISCONNECT SWITCH >%0° EXISTING INSTALLATION REQUIREMENTS. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. C v 3 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR METER 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2• AND �M E - ELECTRICAL TAPE (3M BRAND, X INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ° CD CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION El CADWELD TYPE CONNECTION REQUIREMENTS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR ° Lo BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. COMPRESSION TYPE CONNECTION ° 04 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. o ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND ---- GROUNDING WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD -� 0 CIRCUIT ID'S). AGAINST LIFE AND PROPERTY. 0 U a° 8. PANIELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. DETAIL AGL ABOVE GRADE LEVEL 00 115 -o cn 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP E03 SCALE: N.T.S. AWG AMERICAN WIRE GAUGE EDGES. USE LOW PROFILES TIE WRAPS. 0 0' BCW BARE COPPER WIRE cl) 10. POWER CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR E (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED BTS BASE TRANSCEIVER STATION FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, TRANSIENT VOLTAGE SURGE SUPPRESSION TVSS (E) EXISTING cn -0UNILESS OTHERWISE SPECIFIED. o EG EQUIPMENT GROUND 11 . SUIPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR 1 . RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR EGR EXTERNAL GROUND RING ° LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE REPLACEMENTS. o RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM EMT ELECTRICAL METALLIC TUBING c USEED, UNLESS OTHERWISE SPECIFIED. 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION .- � .,� 0 12. SUIPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 3. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR GEN GENERATOR CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. REPLACEMENTS 1-0 o GRC GALVANIZED RIGID CONDUIT 0 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (12 AWG OR 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE IGR INTERNAL GROUND RING (HALO) LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET MONITORING LIGHTS 'WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECHNOLOGIES m o AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A IMC INTERMEDIATE METALLIC CONDUIT o OTHERWISE SPECIFIED. CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT. MGB MASTER GROUND BAR 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS .� cn BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 5. T1 TVSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) MIN MINIMUM o :3 1 75"C (90°C IF AVAILABLE). N.T.S. NOT TO SCALE a° 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 FINDINGS TO CONTRACTOR. PVC RIGID (SCH.�40) POLYVINYL 0 0, v .L NEIMA, UL, ANSI/IEEE, AND NEC. 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CHLORIDE CONDUIT o � 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. RBS RADIO BASE STATION c cn REF REFERENCE - 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR ° RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED 117 DETAIL REQ REQUIRED a > INDOOR LOCATIONS. ��3SCALE: N.T.S. RF RADIO FREQUENCY o 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC RGS RIGID GALVANIZED STEEL 0 COINDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. TRANSPORT Tll LINES RWY RACEWAY co c SIAD SMART INTEGRATED ACCESS a 19. GALLVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS 1 . ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA DEVICE 0 ABOVE GRADE. 70), CHAPTER 8. E .°0 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, TBD TO BE DETERMINED 0' 0 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED IN DOORS-UNOCCUREED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS TBR TO BE RESOLVED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED COINCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. REQUIRED BY THE NEC. TYP TYPICAL 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. ~ c' 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A VIF VERIFY IN FIELD 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE WHIERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. ° '` "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: N n s ;� 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE c v o LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. AT&T UMTS ABBREVIATIONS & SYMBOLS 0 z LEC CCT# 1 a E03 SCALE: N.T.S. L � 0 U •° cn aEE O� NEIy�. ` "` a & BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE ,`�� o M. �l, m 0 � PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �o co 0 � ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 & a•, ELECTRICAL, TVSS NOTES, c •L -+j ' CUTCHOGUE, NY 1 1935 ABBREV. & SYMBOLS 5275 WESTVIEW DRIVE � .>`, 3 •°' FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC 45o �` JOB NUMBER DRAWING NUMBER REY 0'c = SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK A'?O ESs+oNPV. 25736-415 T3-NYCENY1027- E03 0 U 0_Q SIZE 22" x 34 AfJSI D GROUNDING NOTES (AS APPLICABLE) c 2> 6 AWG STRANDED Cu m 0 1 . THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING WIRE WITH GREEN 600V PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY NEWTON INSTRUMENT COMPANY, INC. \ THWN INSULATION o THE AHJ), THE SITE—SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE BUTINER, N.C. OR APPROVED EQUAL (SUNLIGHT RESISTANT) ~a WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR NO. REQ. PART NO. DESCRIPTION OR BLACK MARKED 3 0 ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. AS REQUIRED BY NEC 1 1/4"x4"x30" SOLID GND. BAR v o GROUND BAR ON a 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC O 2 A-6056 WALL MTG. BRKT. WALL, FLOOR 0 POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING OR ON ANTENNA s v CONDUCTORS IN ACCORDANCE WITH THE NEC. O3 2 3061 -4 INSULATORS TOWER m a ® 4 3012-1 5/8"-1 1 x1 " H.H.C.S. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL—OF—POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE c _ 1 100 AND 81 ) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL O 4 3015-8 5/8 LOCKWASHER c w SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS ACCORDANCE WITH 24782-000-3PS—EG00-0001 DESIGN & TESTING OF FACILITY 0 O �0 OO 0 � � SHALL BE PERFORMED IN A OO v m GROUNDING FOR CELL SITES. DOUBLE CRIMP 0 O O O O 0 0O >, c CONNECTION 0 ° 0 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED v 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED INTERIOR 2 0 3 a AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. GROUND) RING --- 0 EXOTHERMIC WELDS �— ANGLE SHOWN TO >%n 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN 2 5 (WELDING ROHIBITED ILLUSTRATE WELD v L i INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR 1 I C� 4 AT THE LOWEST c N oA BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. ON ROOFTOPS) POINT ON THE BAR 1 -,, '- P o _0 06. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 13» 2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR. 0 /, 4 EXOTHERMIC EXOTHERMIC WELD TO BURIED o U 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION 13" WELD GROUND RING AND GROUND BAR 0 AND BOLTED GROUND CONNECTIONS. 0 0 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL D HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. a) EACH GROUND CONIDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE INSTALLATION OF GROUND WIRE o °' 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 ri g TO COAX CABLE GROUND BAR DETAIL c CONNECTIONS. ORIGIN AND DESTIMATION. 'v W E E04 SCALE: N.T.S. .D � 10. MISCELLANEOUS ELECTRICAL AND NON—ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED SECTION "P" — SURGE PROTECTORS TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. co 1 1 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TOWER MOUNTED TO TRANSMIT -0 FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) AMPLIFIER UNITS ANTENNA ° TYPE CONDUIT CLAMPS. TELCO GROUND BAIR (2 AWG) REQUIRED)HEN AND 4, COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) RECEIVE ANTENNA c 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE +24V POWER SUPPLY RETURN BAR (2 AWG) .�n ° ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC —48V POWER SUPPLY RETURN BAR (2 AWG) TX 0 CONDU17S, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE RECTIFIER FRAMES. WEATHERPROOFING HOUSED) IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON—METALLIC MATERIAL SUCH AS COAX SUPPRESSION4 KIT (TYP.) o PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON—METALLIC RX1/RX2 RX1/RX2 s o CONDU17 PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE SECTION "A" — SURGE ABSORBERS m 0 METAL (CONDUIT. INTERIOR GROUND (RING (2 AWG) ANTENINA CABLE ° 13. ALL TOWER GROUNDING -SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS EXTERNAL EARTH GIROUND FIELD (BURIED GROUND RING) (2 AWG) I KIT (TYP.) BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN BUILDING STEEL (IF" AVAILABLE) (2 AWG) JUMPER CABLES I ( I I STANDARD GROUND • co ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. KIT (TYP.) 0 o SECTION "I" — ISOLATED GROUND ZONE (SEE NOTE) 0 -+-, o � ALL COMMUNICATIONS EQUIPMENT FRAMES. °' ISOLATED GROUND BAR — IGB (2 AWG) CONNECTOR—� v � E v WEATHERPROOFING -� D ETAI L N OTES: KIT (TYP.) o -� 4- c: co o 1 . EXOTHERMICALLY' WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE #6 AWG STRANDED Cu •+—�' PARALLEL EXOTHERMIC WELD. FROM TMA WIRE WITH GREEN, -v (WHEN REQUIRED) 600V, THWN INSULATION 0 : 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH (SUNLIGHT RESISTANT) 0 SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1 " HIGH LETTERS. CIGBE (GROUND BAR), cn REFER c ~ IL 1118/E05OT0 NEAR/ EFER'v Q NOTE: BELOW ANTENNA 0 1 . DO NOT INSTALL CABLE GROUND SEE NOTE 2 E -0o KIT AT A BEND AND ALWAYS DIRECT 0 GROUND WIRE DOWN TO CIGBE 1#2 AWG Cu STRANDED .� (RGB) REFERENCE GROUND BAR — DETAIL 2. EXISTING CIGBE MAY BE USED IN WIRE WITH GREEN, CONVENIENTLY LOCATED. 600V, THWN INSULATION (SUNLIGHT- RESISTANT) c BONDED TO STRUCTURE o ri 9 MASTER/EQUIPMENT GROUND BAR DETAIL OR GROUND BAR. 3CONNECTION OF o 0 1 13% DETAIL �O4SCALE: N.T.s. ri22 GROUND WIRE TO GROUND BAR 0 Z E04 SCALE: N.T.S. JO4 SCALE: N.T.S. 0 c U ,O in ' o� NFw aW z BECHTEL ASSOCIATES SITE NAME. CUTCHOGUE ,►��.��a 0o�d , =5 m � SFr PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 °' A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 * s GROUNDING NOTES & DETAILS o,3 _c 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 " ' 0 01 21 13 LTE—ISSUED FOR CONSTRUCTION NG GS RC � � '°' � FREDERICK MD 21703-8386 USA � � �F�A�454�•�y��c�,. JOB NUMBER DRAWING NUMBER REV 0•° _ ' SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK Rofiess`°N� 25736-415 T3—NYCENY1027— E04 0 U aQ 5iZ E 22 x 34 AN51 D N � U :p N m NOTES: ES O Q Qv�V 1 . THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BE IMPLEMENTED ONLY ON TOWER SITES, WHERE THE : - REMOTE RADIOS (RRH/RRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON -> ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE GROUND. v � �- oxha� 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES v ` �� `.� ACROSS ANY TWO OR MORE SECTORS. T o m °- 1 �� ^oo LTfE 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. f ANTENNA 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. c w '�} �� J-BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) o m �J I / (NOTE 15) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATION RESTRICTIONS, THE RRHs/RRUs SHALL BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. (E.G. LOW RF HEIGHT ON A SELF SUPPORT TOWER, WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS E � / BETWEEN ADJACENT SECTORS.) O c� / 6. ALL RF CABLE (JUMPER) LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR I EXAMPLE, ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH. THEREFORE, GAMMA SECTORS LONGEST N / �'\ �� JUMPER CAN BE NO MORE THAN 15 FEET LONG (6' + 9'= 15'). / 0 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE Tx Rx2 / o J REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY W o / 700 ^o �� WITH NOTE 6. a �\O RRH/RRU / / 8. ALL RF CABLES JUMPERS SHALL USE PRE-MADE JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH ENDS. a) 4- oTx/Rx 1 / 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS `O v / FIBER/SURGE LTE (ANDREW AND RFS). ANTENNA / PROTECTOR I o °- / 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. / 11 . JUMPERS SHALL HAVE RF SWEEP PERFORMED. -° : 700 (-45) ANTENNA FIBER CABLE (6 TYP) U GAMMA 700 (+45) co -°v SECTOR AWS (-45) /N SUPPORT I (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO THE ,c AWS (+45) STRUCTURE RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER MANAGEMENT BOX. 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. o 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION. ROUTING IS DIAGRAMMATIC. SEE ANTENNA PLAN IN THIS SET •� ° I OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. 0 0 dTx/Rx2 AWS 0 RRH RRU \ ` y'9� 15. WHEN CONDUIT AND JUNCTION BOXES (1 PER SECTOR) ARE SCOPED BY MARKET, COIL EXCESS FIBER CABLE IN .� ° Tx/Rx1 / — s JUNCTION BOX. m o '`— o c f v ` \ LEGEND: o AWS RRH/RRU COAX CABLE JUMPER a° �y O 44 0 ` 700 MHZ RRH/RRU COAX CABLE JUMPER o •'' f o � 000 �.� LTE CROSS SECTOR REDUNDANCY FEATURE o 0 � (CSRF) JUMPER CONFIGURATION U �J J Q � �P ��d DETAIL 1506 c: P� F� y 01 0 �o� NTS E05 E � � � v (n � :c H rn � PLAN VIEW c O a CV W t C ±' O 3 v o - Z O a O U •O N 'S2 - . f SITE NAME: CUTCHOGUE �QFaF4.. a & 0 a BECHTEL ASSOCIATES m � PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 °� A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 & * _ LTE CROSS SECTOR REDUNDANCY FEATURE s t -cn CUTCHOGUE NY 1 1935 (CSRF) JUMPER CONFIGURATION , •v, 3 t P 5275 WESTVIEW DRIVE 0 01/21/13 LTE—ISSUED FOR CONSTRUCTION NG GS RCFa 04S439'� JOB NUMBED DRAWING NUMBER REv FREDERICK, MD 21703-8386 USA p O•C SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK ROFEss�oNP. 25736-4115 T3—NYCENY1027— E05 lol U aQ SIZE 22 x 34 ANSI D