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Home My WebLink About1000-96.-1-19.1 (1) • • MAILING ADDRESS: PLANNING BOARD MEMBERS pr SOUT P.O. Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hal]Annex PIERCE RAFFERTY G • Q 54375 State Route 25 JAMES H.RICH III '� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �'�COU Nf'1 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 Director9 `__ 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. 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF so P.O. Box 1179 DONALD J.WILCENSKIO� Southold, NY 11971 Ql Chair O I� OFFICE LOCATION: WILLIAM J.CREMERS y Town Hell Annex PIERCE RAFFERTY Gs . 54375 State Route 25 JAMES H.RICH III ^•!!!i S (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR co Southold,Southold, NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Planning Director 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 a SOOyT P.O. Box 1179 DONALD J.WILCENSKI ��`i`� �j_ Southold,NY 11971 Chair Oy OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH (cor.M MARTIN H.SIDOR �ywOH1v, Sou h dYlo`uY Ave.) 111` Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM u MAR 12 2014 D fti DG DEPT. To: Michael J. Verity, Chief Building Inspectort___ m1!:�: rrscEir��oEo 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. Jvbf e mall i MCI Crown Castle USA OWN1200 MacArthur Boulevard Tel: 201 236. 79D Suite 200 Fax: 201 270 CASTLE Mahwah,NJ 07430 www.crowncastle.corn March 3rd, 2014 VIA FED-EX, SIGNITURE REQUIRED Brian A. Cummings Planning Board Office Town of Southold P.O. Box 1179 MAR 0 4 2014 Southold, NY 11971 RE: Business Unit# 806579 Lease Agreement between Arthur V. Junge ("Lessor") and New York SMSA Limited Partnership ("Lessee") dated June 3`d, 1991 (as amended and assigned) ("Lease") Dear Mr. Cummings: Lessee has received your letter dated February 18th, 2014 in which you state that all feed lines are to be installed internally within the monopole structure. This request is in reference to the letter from Richard Edwards of Cityscape Consultants, Inc. dated February 7th, 2014. Mr. Edwards's letter states that AT&T should reinstall feed lines to be internally mounted inside the monopole structure. Lessee has reviewed this issue and it is Lessee's position that AT&T Mobility currently has feed lines that are internally mounted inside the monopole structure. Please see enclosed photograph dated January 13th, 2014 that shows AT&T's coaxial cables are run internally through the monopole structure. Upon finding that the feed lines do not belong to AT&T Mobility as suggested, Lessee was able to determine that they do belong to Metro PCS. The feed lines installed externally by Metro PCS were documented on page 6 of Metro's construction drawings dated May 11th, 2010. These construction drawings were reviewed by the Town of Southold Annex and approved via a Certificate of Occupancy awarded to Metro PCS dated March 11 d', 2013 Also, Mr. Edwards's letter states that there was a tower modification done that resulted in premature rust. This issue has been addressed and corrected. Please see enclosed photographs. Mr. Cummings March 3, 2014 Page Two BU# 806579 Based on the above information it is Lessee's stance that neither AT&T Mobility nor Metro PCS are out of compliance with ANSI/EIA/TIA-222 tower safety standards for Suffolk County New York or the Southold Town Code. Please contact me should you have any questions or wish to discuss this matter further. Sind Mike Callahan Implementation Manager—East Area Enclosures AT&T Mobility Feed Line Photograph dated January 13`h, 2014 Metro PCS Construction Drawings dated May 1 I`h, 2010 Town of Southold Annex Certificate of Occupancy dated March I Ith, 2013 Additional Tower Photographs re: Rust Town of Southold Annex 3/12/2013 P.O.Bos 1179 54379 Malik Road Y3 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36163 Data. 3/11/2013 THIS CERTHM that the building WIRELESS COMMUNICATION SYSTEMS _ Location of Property: 21855 CR 48 CUTC14OGUE, SCTM#: 473889 _ Sec(Block/Lot: 96.4-19.1 - Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit hcrctoforo flied in this officed dated 3/23/2012 pursuant to which Building Permit No. 37209 dated 5/10/2012 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: mdead dt co-locate to an existing wireless tower as afmlied for, fM&o PCS) The certificate Is issued to Arthur V lunge 1oVA R) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIVICATE NO, 37209 10/16/12 PLUMBERS CERTIFICATION DATED A t orizal SigrigFure t /L # 81691,99 ; 90:60'El-ls-eo MAnJNG ADDRZM rI.ANDrtONALD BOARD J.wl.� �o��OE so P.O.souil°�NY 11971 chair *t * OFFICE LOCATION= WH.IJAM L ORRMRW Town Hell Anna: KIM]ITH U RMARM 54875 state Route 85 JAMxB H.ffiO1L I11Ma oar.( - in Rd.A Ywmp Ave.) MAR'L'IN 1L SMOR 'rr.Q��ysouthokt NY Telephma 631 765-19M Faxt 881795•x189 PLANNING BOARD OFFICE TOWN OF BOUTHOLD March 13, 2012 John Coughlin, Esq. do R6, Nielsen, Huber&Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Approval: Amended Sib Plan for MelroPCS Now York at Junge Located at 21855 CR 48, 1800'West of Cox Lane,CutchOgue SCTMP1000-98-1-19.1 Zoning District: Light Industrial Dear Mr. Coughlin: The following resolutions were adopted at a meeting of the Southold Town Planning Board on March 12, 2012: WHEREAS,this amended site plan is for a proposed ST pole eAenalon to co-locate a wireless communication facility of 8 antennas(2 per sector)on an existing 100'5" monopole, and install related base equipment In a LI Zoning District on CR 48, Cutchogue;and WHEREAS, the applicant submitted an application for site plan review and special exception review on August 15, 2011;and WHEREAS, at a Work Session on November 22,2011,the Planning Board accepted the application for review; and WHEREAS, on January 9, 2012, a public hearing was held and closed by the Planning Board for the above-referenced site plan; and WHEREAS, on February 10, 2012, the Planning Board, pursuant to Southold Town Code§280-131 C.,distributed the application to the required agencies for their comments; and WHEREAS, on February 17, 2012,the Cutchogue Fire District determined there was adequate fire protection and emergency areas for the site; and MetroPCS A Junas Ploe Two March 13.2012 WHEREAS, on February 23,2012,the Suflbik County Planning Commission deemed to site plan application a matter for local determinstion as there appears to be no aignifioand county wile or inter-ooryn. unity impeot(s);and WHEREAS, on February 23, 2012,the Town of Southold LWRP Coordinator reviewed the above-referenoed project and has recommended the proposed project be found consistent with Southold Town LWRP policies,and WHEREAS, on February 27, 2012,the Southold Town Engineer reviewed the above- referenced application and has determined the project to provide adequate drainage and the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management and WHEREAS, at a Woric Session hold on February 27,2012,the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §260—Site Plan Approval of the Town of Southold have been met;and WHEREAS, the Southold Town Planning Board, In their Special Exception Approval resolution on March 12, 2012, and pursuantto Pad 617,Article 6 of the Environmental Conservation Law voting under the Stats Environmental Qualky Review Act, granted a Negative Declaration for this Unlisted Action; and WHEREAS, on March 12,202, the Southold Town Chief Building InspscW reviewed and osditd the proposed amended sib plan as a psi nnllbd we In the A-C Zoning District and WHEREAS,at their public meeting on March 12,2012,the Planning Board granted approval to the Special Exception application for this site;be it therefore RESOLVED,that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Reviblizatlon Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval wigs a Condhton to the amended site plan entitled"MetroPCS Co-location", prepared by MTM Design Group, Inc., on May 3, 2011, last revised on May 18, 2011, and authorhme the Chairman to endorse the site plan, including the following six plans: 1. T-1 Title Sheet 2. Z-1 Vicinity Plan 3. Z-2 Site Plan and Zoning information 4. Z-2A Proposed Equipment Setbacks 5. Z-3 Partial Sib Plan and Equipment Plan 6. Z-4 Monopole Elevation and Details MetroPCS is Junae Paas Three March 13.201 The aaidition Is as follows: 1. Prior to a building permit being Issued, ensure the osprey nest looted on top of the wdsthi; monopob Is removed in accordance with all state and federal requharnents. Please note the following requirements In the Southold Town Code relating to sib plans: 1. Any outdoor lighting shall be shielded so the light source Is not visible from v4scent properties and roadways. Lighting fodures shall focus and direct the light In such a manner as to contain the light and gore within properly boundaries. 2. Ali storm water run-off from grading,ddvsuvays and gravel areas must be contained on aIle. 3. Approved Site Plans aro valid for three years from tie date of approval,within which time all proposed work must be completed, unties the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the Issuance of a Certificate of Occupancy,the Planning Board must Impact the slid to ensure it Is In conformity WM the Approved Site Plan,and Issue a final situ►inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be Issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan Is enobsed for your records. One copy will also be sent to the Building Department and the Town EnginesdHighway Department. If you have any questions regarding the above, please contact this office. Very truly yours, lAona 'oWenski ldl Chairman Encl. cc: Building Dept.w/map Town Engineerw/mop _NF0;Z-4-'ON: Adink -==tl DESIGN lA� rsYtl`pe pWr�ER.tl metroP G R o u P� ARCXIT ECTU IAF. �� MtlOptlYR.tlItlCR\R,NY F N G I N E E R 1 N<% 1tl>ptlfM1WA ® P.ll, purl NA:LR.N[W1FApkY trip �@$ Ml w TF.L' 1p7n]IP " "'p` Wireless for All. AA ,iS,3p.:.,)S WAIA M MNr.TmnM F RRn RiTIL} Yf.YA111113 N i(%F 10.YN � pYRm Ny. OIDw'_-1 � rtL51M SITE #: NY7314 PA _... . 21855 COUNTY ROAD 48 _ �. paNR.lW.tlpY CUTCHOGUE, NY 11935 ' ccN-ccs: I INNMIpItltlARplw�M!'P1Y SUFFOLK COUNTY �1neuRw wIYRN® (�Yfd NlbRr15VRLLG p�lp[RwR NIORWii tltl w DISTRICT: 1000 SECTION: 96 BLOCK: 1 LOT: 19.1 ZONE: "Ll" LIGHT INDUSTRIAL MM - -RWum+sNRwsnpsapwpm@w �.'3.Si'�i'� -wuselaAerl�aRRwa W�mPCc -prRA�W WRIRawprpapwtlimtlweomtl IWlnpeRmra -prRARN W tl1IrIY ItlIRRifIlARiWtlRN pMi/MMwpN�ll1WYRRRw •RtlYAbRf VYY4tlIHmMsrl VR[RrlONl�l �/�.. -�1{/.MWI.NIWN�N_RNR�Itl1p/itNprw MdP. V Mr -OaOGFidP+!C"IdP.. 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Box 1179 DONALD J.WILCENSKIti�� Southold,NY 11971 Chair y 41OFFICE LOCATION: WILLIAM J.CREMERS '! Town Hall Annex PIERCE RAFFERTY • �0 54375 State Route 25 JAMES H.RICH III Q (Cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR lyOwn� Southold,NY Telephone: 631 765-1938 Fax:631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 26, 2014 Crown Castle USA, Inc. 1200 MacArthur Blvd. — Suite 200 Mahwah, NJ 07430 Re: Wireless Communication Facility Inspection Located at 21855 County Road 48, Cutchogue, NY SCTM#1000-96-1-19.1 Dear Sirs: According to our records, you are the owner of a particular communications tower located at 21855 County Road 48 in Cutchogue, New York. We are writing to inform you that the Southold Town Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted an inspection of this site on January 29, 2014. The tower has numerous cellular antenna arrays and feed lines installed which are not in compliance with the structural analysis prepared by Paul Ford and Company (including tower modifications) and the preference of the Town of Southold. All feed lines are to be installed internally within the monopole structure. This matter must be rectified in order to be brought into compliance with both the ANSI/EIA/TIA-222 tower safety standards for Suffolk County New York and the Southold Town Code. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Very truly yo rs, Brian A. Cummings Planner cc: Southold Town Building Department Enc. (Cityscape Report) Cummin s, Brian A. From: Margarita Figueroa <MFigueroa@JALEE.US> Sent: Friday,January 10, 2014 11:33 AM To: Cummings, Brian A. Cc: Chris Lee Subject: NYCENY1027 21855 County Road 48, Cutchogue, NY, permit#380Q8 Dear Brian: JAN 10 2014 As per our telephone conversation today we need to obtain our Certificate of Approval for 1116 above referenced site. Please confirm at your earliest convenient time the date and#me.of inspectioraWthin a 24 hour notice. If you should have any questions, please do not hesitate to contact me at 347-546-4667. Thank you, Margarita Figueroa 4.� IEE 8 l ■ C T R I C 23-55 Borden Avenue Long Island City, NY 11101 Office: 718-729-7662 ext 144 Fax: 718-729-4111 1 Cummin s, Brian A. From: Marisa Knoth <mknoth@rnhclaw.com> Sent: Friday, January 10, 2014 11:50 AM To: Cummings, Brian A. Cc: John Coughlin - - Subject: AT&T - Final Planning Board Approval needed for COs for AT&T Permits JAN 10 2014 Hi Brian, Our office is working with AT&T to close out its open building permits isswd4n allay 2013-incoaaa . n with its LTE upgrade. Our office just received letters from the Building Department indicating that Final Planning Board Approval is needed to complete the CO issuance for the following AT&T permits: AT&T Building Permit#38008—Arthur Junge property—21855 C.R.48,Cutchogue(96—1-19.1)** AT&T Building Permit#38000—East Marion Fire District—9245 Route 25, East Marion(31—3—11.31) Please accept this email as a request for your office to conduct the final inspections of these sites and provide the necessary paperwork to the Building Department needed for CO issuance. **You previously indicated that Rick Edwards is scheduled to inspect the Verizon installation at this site next week and we ask that both carriers' sites can be inspected at that time. If you need any additional information to conduct these inspections, please advise. Marisa Knoth,Paralegal RE,NIELSEN,HUBER& COUGHLIN, LLP 36 North New York Avenue Huntington,New York 11743 (631)425-4100 (telephone) (631)425-4104(facsimile) mknoth(wrnhclaw.com This e-mail message and attached files,if any,are confidential and intended solely for the use of the addressee(s)named above.This communication may contain information protected by attomey-client,work product,or other privileges.If you are not the intended recipient or his/her agent,any review,use,dissemination,forwarding,printing,copying,or other distribution of the information in this e-mail is strictly prohibited.If you have received this confidential communication in error,please notify the sender immediately by reply e-mail message and permanently delete the original message. 1 • • �A, Cummings, Brian A. From: Marisa Knoth <mknoth@rnhclaw.com> Sent: Monday, December 30,2013 1:19 PM To: Cummings, Brian A. Cc: John Coughlin; Bailey Larkin Subject: Final Planning Board Approval needed for CO tin to Verizon Building Permits Hi Brian, U� D DEC 302013 Our office is working with Verizon to close out its three open building permits' su VI C n ion with the LTE upgrade(see below for specific site information). I spoke with Connie Bun t the W' itlff Parti nt who advised that Final Planning Board Approval is required for all three sites. Please accept this emai a uest for your office to conduct the final inspections of these sites and provide the necessary paperwork to the Building Department needed for CO issuance. Should you require the attendance of our office and/or the assigned Contractor/Architect/P.E. at the inspections, please advise and we will make the necessary arrangements. If you need any additional information to conduct these inspections, please advise. Verizon Building Permit#37382—Expires 1/22/14—Southold Police Station—165 Peconic Lane, Peconic(75—5—14.1) Verizon Building Permit#37383—Expires 1/22/14—Arthur Junge property—21855 C.R.48,Cutchogue(96—1-19.1) Verizon Building Permit#37384—Expires 1/22/14—Orient Fire District property— 23300 Main Road,Orient(18—5— 13.8) Thank you. Marisa Knoth,Paralegal RE,NIELSEN,HUBER&COUGHLIN,LLP 36 North New York Avenue Huntington,New York 11743 (631)425-4100(telephone) (631)4254104(facsimile) mknoth(&mhclaw.com This e-mail message and attached files,if any,are confidential and intended solely for the use of the addressee(s)named above.This communication may contain information protected by attorney-client,work product,or other privileges.If you are not the intended recipient or his/her agent,any review,use,dissemination,forwarding,printing,copying,or other distribution of the information in this e-mail is strictly prohibited.If you have received this confidential communication in error,please notify the sender immediately by reply e-mail message and permanently delete the original message. 1 Kalin, Carol From: Crane, Peter <Peter.Crane@crowncastle.com> Sent: Tuesday, February 18, 2014 2:59 PM To: Mostow,Joshua; Miranda,Jovan Cc: Kalin, Carol Subject: FW:Wireless Facility at 21855 County Road 48, Cutchogue, NY Attachments: 96-1-19.1_20140218142943.pdf Importance: High Josh, I believe this was your application. Carol, The address to the office you should send this too is: Crown Castle 1200 MacArthur Blvd Suite 200 Mahwah, NJ 07430 Peter Crane Crown Castle Office 518-433-6244 Cell 518-527-5572 From: Kalin, Carol fmailto:Carol.Kalin(&town.southold.ny.usl Sent: Tuesday, February 18, 2014 2:33 PM To: Crane, Peter Subject: Wireless Facility at 21855 County Road 48, Cutchogue, NY Importance: High Please provide me with the proper mailing address a.s.a.p.to send the hard copy to. All we had was your e-mail address. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-3136 fax This email may contain confidential or privileged material. Use or disclosure of it by anyone other than the recipient is unauthorized. If you are not an intended recipient, please delete this email. 1 Kalin, Carol From: Mostow, Joshua <Joshua.Mostow@crowncastle.com> Sent: Tuesday, February 18, 2014 3:14 PM To: Crane, Peter; Miranda, Jovan Cc: Kalin, Carol Subject: RE:Wireless Facility at 21855 County Road 48, Cutchogue, NY Attachments: 25736-415-L4-NYCENY1027 BPER.PDF Carol, These modifications were completed under the AT&T building permit application. If your inspector refers to the structural modification report provided when they applied for the building permit they were on it. Thanks Joshua Mostow Project Manager Crown Castle 1200 MacArthur Boulevard Suite 200 Mahwah NJ 07430 Desk 201-236-9059 Cell 732-693-3840 From: Crane, Peter Sent: Tuesday, February 18, 2014 2:59 PM To: Mostow, Joshua; Miranda, Javan Cc: Carol.KalinCaltown.southold.ny.us Subject: FW: Wireless Facility at 21855 County Road 48, Cutchogue, NY Importance: High Josh, I believe this was your application. Carol, The address to the office you should send this too is: Crown Castle 1200 MacArthur Blvd Suite 200 Mahwah, NJ 07430 Peter Crane Crown Castle Office 518-433-6244 Cell 518-527-5572 1 9 0 ,v'" TOWN OF SOUTHOLD yt BUILDING DEPARTMENT =�r TOWN CLERK'S OFFICE SOUTHOLD, NY oe1711'X�o 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 �y ain, __..._ ------- LymaNH 03585 To: Modifyan existing Telecommunications Facil 8: cabinet area per Planning 9 ty p g approval At premises located at: 21855_CR 48, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-l-19.1 Pursuant to application dated 1124/2013 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 Building Inspector • i 14-„±": f J �� ' I ' i ;t awls M'� d M,�•��&� i � ses: t�T,e�' � NN; am SSV L" C 4 kfSS�11EfTQ r 43 tI i M ! Egll- v ��1iY nl R vl Tfiisl notice must be dispf;ayed turiion and returned torBuilding dept. to; get a certfffcate of occupancy upon completion of work I BCIILDING INSPECTOIV OFFICE;TOWN OF,SOUTHOI.D.^ SOUTHOLD, N.Y. : ' MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI r3f SoUriyO Southold, NY 11971 Chair yy OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III • �O (cor: Main Rd. &Youngs Ave.) MARTIN H.SIDOR �� Southold,NY 1!111' Telephone: 631 765-1938 Fax:631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18, 2014 Crown Castle USA, Inc. 8 Parkmeadow Drive Pittsford, NY 14534 Re: Wireless Communication Facility Inspection Located at 21855 County Road 48, Cutchogue, NY SCTM#1000-96-1-19.1 Dear Sirs: According to our records, you are the owner of a particular communications tower located at 21855 County Road 48 in Cutchogue, New York. We are writing to inform you that the Southold Town Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted an inspection of this site on January 29, 2014. The tower has numerous cellular antenna arrays and feed lines installed which are not in compliance with the structural analysis prepared by Paul Ford and Company (including tower modifications) and the preferenceof the Town of Southold. All feed lines are to be installed internally within the monopole structure. This matter must be rectified in order to be brought into compliance with both the ANSI/EIA/TIA-222 tower safety standards for Suffolk County New York and the Southold Town Code. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. y trul yours, c Ba Brian A. mi Planner cc: Southold Town Building Department Enc. (Cityscape Report) • • MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI ��fjf so�TSouthold, NY 11971 Char �0 O OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III %, �O (cor.Main Rd._&Youngs Ave.) MARTIN H.SIDOR i9i OU,M'.,A\ Southold,NY Own �[ Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18, 2014 John Coughlin, Esq. c/o R6, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades 21855 County Road 48, Cutchogue, NY SCTM#1000-96-1-19.1 Dear Mr. Coughlin: The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted a final site inspection of the LTE modifications referenced above on January 29, 2014. The proposed modifications to upgrade the wireless antennas and feed lines required adding stiffening plates and angles to the existing tower. The modifications were completed, but the surface area was not properly treated and has resulted in substantial rusting. In order to receive a Certificate of Occupancy (CO)for your recent installation, you must rectify the following conditions in accordance with the Structural Analysis and Modifications prepared by Paul Ford and Company, issue date 12-18- 2012: 1. Page S-2 of the Tower Modification Report BU #806579 Paragraph "I. TOUCH UP OF GALVANIZING." 2. Install all feed lines internal to the monopole as shown on the Tower Modification Report BU #806579 Page 40. Please submit all information to the Planning Department at your earliest convenience; if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly youurrs,��/�� Brian A. Cumming Planner cc: Southold Town Building Department Enc.(Cityscape Report) CMyscape C O N S U L T A N T S I N C . February 7, 2014 Ms. Heather Lanza Planning Director Town Hall Annex Building 54375 Route 25 Southold,New York 11971 FEB 1 l 2014 RE: Inspection Reports for: I L AT&T NYCENY1017—1000-31-3-11.31 AT&T NYCENY0735—1000-18-5-13.8 AT&T NYCENY1027—1000-96-1-19.1 AT&T NYNYNY0228—1000-108-4-11.3 AT&T NYNYNY0229—1000-15-5-14.1 Dear Heather, Enclosed are the inspection reports for the above referenced sites. Please let us know if you have any questions or comments regarding our analysis. Sincerely, c Elizabeth Herington-Smith Enclosures 7050 W Palmetto Park Rd,#15-652, Boca Raton,FL 33433 — 877-438-2851—www.CityScapeGov.com State of New York . ; . Telecommunications Site Review Consultants, Inc. Inspection 7050 West Palmetto Park Road,#15-652 Bora Raton,FL 33433 Tel:877438-5871 Fax:877.220-4593 February 7,2014 Heather M. Lanza, AICD FEB 11 2014 Planning Director Town Hall Annex Building 53095 Route 25 Southold,New York 11971 RE: Inspection: Carrier: AT&T Mobility Site/Facility: NYCENYI027 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, prepared a review with recommendations and conditions for permitting. The support structure required tower improvements in order to support the proposed AT&T changes. The Tower has a total elevation of one hundred eight (108) feet with antennas for MetroPCS mounted above tower top at one hundred eleven (I 11) feet. The subject antennas are mounted at the seventy two (72) foot level. The facility is owned by Crown Castle and is located at 21855 Country Road 48 in Cutchogue, see figure 1. The tower was modified by adding stiffeners in key areas but the installation was not properly completed resulting in premature rust, see figure 2. Following the tower upgrade AT&T completed their upgrade installation. AT&T was supposed to mount all feed lines internal on the monopole but that was not done, see figure 3. Upon further inspection it seems few carriers have installed feed lines in accordance to the designs of a monopole. Monopole Towers were developed in the mid-nineties as a method to reduce the visual impacts of lattice type towers. The public had been vocal concerning property values during the last major wireless infrastructure development period. The industry realized the public was opposed to many sites and monopoles would be a method to allow sites to be closer in appearance to street lights by being more neutral in appearance. Unfortunately many installations found it less costly to install lines outside the structure and thus the public complaints returned. The monopole was designed so the feed lines would be inside the structure. Southold can only gain control over this problem as applications for upgrades are submitted. At that time all carriers should be advised all feed lines are internally mounted. To close this file the rusting shall be removed and properly treated to stop future problems and AT&T should reinstall feed lines to be internally mounted inside the monopole structure. Respectfully submitted, Richard L. Edwards CityScape Consultants,Inc. Carrier:AT&T Site/Facility:NYCENY1027 M. G Southold,New York -- - February 7,2014 Consultants, Inc. Page 2 Telecommunications Site Review New York Inspection DKo„r sa�atMr MSM mos 0.CIOC 4� TN Ile C .i6T YmW ':.QtK 1 \\ F; "+*r 14. i D. k.. * n 90 0L DeLomeStreelP8asU5M2088. RVI 8 188 888 1288 1688 2800 www ENor^e""CO^� MN(138-W) Dale Zoom 14-8 Figure 1. Site Location Carrier:AT&T ��1ti��►�� r gad-i: T'v-5,•ter—T77r_ _ N Site/Facility:NYCENY1027 ► "-1 II 0 'R'u • 1 --4 Southold,New York ��r►r� .�r��r1 ■EN& February 7,2014 Consultants, Inc. Page 3 Telecommunications Site Review New York Inspection �1 I� r r li I I r \r 4� r F � Y I I Figure 2. Existing Rust Problems Carrier:AT&T F"N1ti\\w�\\m\\\mm r mod-7 Site/Facility:NYCENY1027 1 W-1 n W -1-40 l i-F c I • Southold,New York \��Jrr'.\\�\�lrYl ■\on February 7,2014 Consultants, Inc. Page 4 Telecommunications Site Review New York Inspection rlr 1r _�t s R � � r i r3k 8 f� Figure 3. AT&T Feed Lines Externally Mounted • 10 RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE HUNTINGTON, NEw YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF GOUN6SL WILLIAM J. NIELSEN March 21, 2013 By Hand Ms. Heather Lanza, Planning Director Town of Southold Planning Board Office MAR 2 12013 Town Annex Building 54375 Main Road 4 :— 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 Ms. Lanza, In furtherance of the February 1, 2013 correspondence of Brian Cummings (copy attached hereto) and pursuant to §280-74A(4) of Southold Town Code, enclosed herewith is our firm's check number 1472, payable to the Town of Southold, in the sutra of $8,500.00, to be held in escrow for the technical consultant review fee. We request that our office be provided with detailed invoices be provided to our office for all expenses billed against this escrow amount. Should you have any questions with regard to the foregoing, please do not hesitate to communicate with the undersigned. Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: _— J u lin JJC:mk Enclosures • • P)c State of New York .20190• Telecommunications Site Review - consultants, Inc. Upgrade with Tower Modifications 7050 W. Palmetto Park Road#15-852 Boca Raton,Florida 33433 Tel:877.438-2851 Fax:877-220-4593 March 15, 2013 Heather M. Lanza, AICP - Planning Director MAR 182013 Town Hall Annex Building 53095 Route 25 Southold,New York 11971 Planning Board 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 he 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 • 2M. Site/Facility:NYCENY 1027 0�l 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 2 New York Antenna Upgrade with Tower Modification In April of 2012, SprintPCS proposed to make similar changes to their equipment on the tower. Their application maximized the tower rating to 104.5% out of a maximum of 105%. At that time the structural engineering firm recommended that the tower be strengthened but that was not required. The proposed changes by AT&T will force the tower to be modified and upgraded before any additional changes are made, see figure 5. Currently the tower has all New York MSA licensed cellular-type operators mounted on the tower. Sprint/Nextel has concluded their upgrades and it is anticipated that MetroPCS, T- Mobile and Verizon will soon follow suit. The structural analysis was conducted using the ANSI-222-G standard and Exposure Category C, which is correct. The Tower rating following the modifications will be 92.8% out of a maximum 105%, see figure 6. The Construction Drawings and Structural Analysis antenna elevation data were inconsistent. CityScape based this review on the Structural Analysis data. The Applicant supplied calculations to assure compliance with all FCC standards regarding human exposure to Radio Frequency energy, see figure 7. The Applicant's spectrum will operate in both the 700MHz range and the 1,900MHz range which should not be an interference concern to the Town's public safety communications. The operator does comply with federal interference rules. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The Applicant provided documentation that their installation will he 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 • 21855 Country Road — Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade with Tower Modification MER OF MEINDPCS ANTENNAS X111-6 3 0.G.L _ TOP OF TOWER 106'-6' t A.G.L. RAD CENTER OF VERRON ANTENNAS 100-O' f AGL PAD. CENTER OF T_MOBILE ANTENNAS _ PID. CENTER OF NEXTEL ANTENNAS W--& f AG.L PROPOSED RAVCAP OC6 DOI� _... ON NEV PIPE VAM ON T-&WTOP OF AT&T MUNHAS . ALL SECTORS ( 1102/A06) FOR .�. 77-0' 3 AG.1- ING SLE DETAL 1116 A06 \ gISTAI1 (2) PROPOSED RRN'S ON T-ARM ". ALL THREE SECTORS) ENSIM (1) AT&T ANTENNA TO REMAIN (SEE DEFAL 1/AD4) MW (1) AT&T ANTENNA FOR PROPOSED ANDREN, AT&T ANTENNA CTYP. ALL THREE SECTORS) (SEE DETAL 2&3/AO3) j SWAP (1) AT&T ANTENNA FOR PROPOSED casnNG MONOPOLE AVE MEHRA (EYP. ALL THREE SECrORS) (SEE DETAIL 2M/AD3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH EXISTING CPS UNIT 10 REMAIN. -. PAUL J FORD STRUCTURAL MODIFICATION REPORT DATED 12/16/2012 SHEETS S-1 TO S-7 PROPOSED GPS UNIT & PROPOSED- 1/2' OCAX CABLE ROUTED TO B&1 (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/A06) EXISTING AT&T ICE BRIDGE , EXISTING VERIZON EXISTING EQUIPMENT CABINETS \ EQUIPMENT SHELTER I ! _ F7GSiING CHMNLINK FENCE--\ \, \ FFEENCCENG CHAINLMN( _TOP OF GARDE a o e ert Figure 1. Tower Elevation AT&T Mobility • Site/Facility:NYCENY1027 e r • 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade with Tower Modification ! � l OISTALL OCB EJICEPTNON 1 EXISTING I t / nBER 11AONGE]!Nf BDX n ` ARCUS ON U1114RNT TO IXLtiTNC TMB EIRIDOE POST BATTERY , 9EE DETAIL aeits7/dna) ��— CABINET ° 1 E70571ING ° _.___ EXISTING GPS ' ARCUS 1E21 UNIT TO REMAIN �t POWER _ CABINET EXISTING ! _ INSIDE 7E21 NOKIA OUTDOOR CABINET • _ ! al /' NISTINNGOKIA , n - / \—...._EXISTING NEXin. \\ OUTDOOR SHELTER \ �. CABINET / j . • '� I __._.. , _ ..- PROPOSED PURCELL FLXIBWS CABINET EXISTING STACKED PIRICELL CCABINETa ° StFFICIE T ROOMMR DOOR M SWM (Sr£ DETAIL 1117/Iq8) i +, A EXIsrINc 'V LUCENT PROPOSED GPS UNIT @ NEW UMiS a 1/2' com CABLE ROuT o TO I \ ! SBU (PROVIDE IV Mim" • �._,,,• 4 ! SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/AOB) l EXISTING \\V/.�• FENCE UNE e o I rI Figure 2. Weatherproof Ground Cabinets AT&T Mobility Site/Facility:NYCENY1027 a 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade with Tower Modification �C Q'Bt� %4 4 1,4 u� C Dela use%OK1 to Yrenee. rt ®DeLomie.�Lpme SOMAtlas USkD 2008 0 400 800 12110 IB00 2000 www.OeM,me MN(13 8-N) DM Zoom 140 Figure 3. Site Location AT&T Mobility • Site/Facility:NYCENY1027 left 21855 Country Road CConsultants, Inc.utchogue,New York March 15,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade with Tower Modification SWAP (1) AT&T ANTENNA FOR PROPOSED _ ANDREW AT&T ANTENNA (SECTOR A) EXISTING AT&T ANTENNA TO RETAIN- —-,� (SEE DECAL 2&3/AO (SECTOR A) 8b I _. . . .. . . ,� SWM (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE— -� �'� v i LTE AT&T ANTENNA (SECTOR A) (SEE DETAL 2&4/AD3) IN T M(2)(SPROPOSED E C, RRN'S - \\ MISCALL (2) PROPOSED RRHS ON T-ARM (SECTOR A) (SEE DETAIL 1/AO4) \ (SEE DETAIL 1/A04) PROPOSED RAYCAP DCS DOME ON NEW PIPE MAST ON T-ARM PROPO$kbAI.TET& AT&T ANlfEMA \ \ /- _ SECTOR C) INSTALL (2) PROPOSED R Aft ON T--ARM (SECTOR B) (SEE DETAIL 1/AO4) SFE DETAIL 2&4/A03) _,...Y.....,...e.......... �.__ EXISTING AT&T ANTENNA TO SWAP 1 AT&T M11EN PO I REMAIN (SECTOR B) PROPO ANDREW AT&T ANTENNA ....... (SEWOR C) SEE DETAIL 2&3 A03 1AT&T AT&T ANTEMA (SECTOR B) DOSIINC ATtkT ANTENNA 1O-..-. &IO SFE DEWL 2&3/AD3) REMAIN (SECTOR C) (PROPOSEDALTE AT&T ANTENNA WA SECM 8) (SEE DETAIL 2&4/AD34' N 4 0 4 a 12 FT Figure 4. Final Antenna Configuration AT&T Mobility • Site/Facility:NYCENY1027 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade with Tower Modification Crown Cassa USA 0x APN Ip,7012 t00F1 Aim~5anap0,Tw We5Ewbv SmKh"Anaryms CCr0UNOa09579 Ph"d Mmksr 20/2775.809579.01,AWkeek pn 1s5S".Rft"w 2 Papa a rwlraa l U 1W S-1W P4fa i 4,591260.975 2 040 43140 103 Pap la_.--_i too-w'= Pr/v... TP155691a1Cd IOT5 3 4a MW ! 91.9 Yaw L4 82'0 P4Ia.R4Ra TP212903a19.5501 m 7299, a O% 3410" $1 w .9 Pa L5 70233a POP~ rP227702a1905"I IM, 5 =4$2 392062 72.3 PM e01N7 L9 W1mTP2 . Pg9rRp4p. 0.o3DW2.77WOJMO' 9 .2240 57".27 79 p .3 Pa L7 "30.5 PW-RROO, TP20-0M4&27%10.9W2' 7 2593 - $75099 771 Pap U; 16.2083 Pea.Raa. TMMSQ9,0M'0.5979 5 -32#2 99W 52 054 Pap u? 153093- Pyk,R4yy 3`33-0383MI955AA035 9 -3471 9501.50 55.5 Pes 12.9903 do 179593-9 PRa ,O TP39"3x33.R1B3a09791 10 -352a 106592 014 Pap L11 9-0 V* ;WO TRMa33.94310.7501 11 ,3067 5275A9 104,s Pap 9marwY -.. Pda(L3) 104.5 Ppa Relep+ 104.5 . Pap Tahb 6-Ts r Co &testas vs.Ca -LCI Nobs compan"t A lw""pp %Capas6y ft I Fall T Archa Refs a 09,5 Past 1 Base pbb 0 91.3 Pea Baea FoundaWn 1 Sad Inwacwn 0 48.0 Pam 86vdm Rstlp lmu has all 9anpfnsnb) 199.6% 1) Bea aapOn/00tlpa Oaa n'Ak-"4.C-AdMOOi Cat S Wa UftWhmp uppM%ft%c"aft C01YUIp0 20 CapaplMe W b 105#are 4wwprM ab9eplaeb W4aee on anlyra rlOel0a4 Wap U) Raealmisaaalblls Wa mOO menf tmlalenp efdPoonel reWarW to Ole monopole shall MI mo4mmoons a10up nest 5D be erglllwnd laid are beyond the scope 01 t199 Mport mxTw rReport-1.ptaon904.0 Figure 5. Previous Structural Rating and Recommendation AT&T Mobility Site/Facility:NYCENY1027 ® m 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 8 New York Antenna Upgrade with Tower Modification InPAUL J. FORD AVD COMPANY 5 1 R U C T U R A L E N G I h E E R 5 j5n Fb d J k..-5.IIRI.CONnb-.q O .43— VM Dole OacsrMBr1{.2012 Steve Tufa Pair!J Ford and Company Croom Castle USA Inc. 250 E.Broad Sbee1.Sura 1500 B Pakmeadow Drive Caumbus,OH 43215 Palo rd.NY 14531 611.221.6679 585 899.3445 bkrrrrodealpJweb com Subject: Structural Mudiificalbn Report Carrier Dealgrwdon: ATaTNob4Ny Co4.ocate Cartier Sib Number: WCENY1027 Carrier San Name: CUTCNOGUE Crown CaatN Designation-- Crown Casal ell Number: 806579 Crown Cattle Site Nave: NY CUTCHOGUE 958260 Crown Canada JDE Job Number. 198760 Crown Cattle Work Order Nurnber: 561648 Engareemrg Fum Designation: Paul J Fad and Company Propct Number: 37512-2161 SP R1 she Day: 21666 COUNTRY RD,CUTCHODUE,Suffolk County,NY Lsftde 41-f'46,57':Longltade-72.28.50.28^ 108.5 Fant-Monopole Tower Clear Steve Tuft. - P►W J Ford aw Company is planned b sAml this 'Structural ModNiratbn IbpaW to determine the structural integrity of Ila above mentioned tower The analysis has been performed it iccadarwe wan the Crown Cattle Structurar'Staroment of Work'and the terms or Crown Casa Purchase Order Number 510064..n aemrdance we application 157087 revis+orh t11a purpsee M the"rare a to d8bnrllr*adCaplabifty of the WW 51roBB avel. Based drl our analyse we I'll follivism land cam lobe halo "Ilililliil EC4 7 Modified Structure wi Existing.Reserved+Proposed Equipment Su cism Capacity N011.tse TWA 1 iM Trpy II prtM y2pwM 4W ebrbrg4wYM0 bNn9. Y The structural ansrytis was performed for the tower in accordance,with the requi amenb of Da ANSlMA-222 G-2005 Standard.'Struc ural Strhtlrd for Antenna Supporting Structures and Antenrue',with AN81MA 222G- 1-2007 and ANSVf7A-222-G-2-2009 Addenda using a 3-sacond gust wW speed of 120 mph wan no roe.$0 mph with 0.75 inch ice micknees and 80 mph under service icui exposure category C wan topograWt< wagory 1 Alt modiMafapns and lduiom ,!pl000sed in the report Snaa 17e Insi in acCarda nce with the attached drawings for the dearmsneo avaiab!e VroCtural Capacity M be etecl v We at POW J Ford and Company appmCiaa N w4ng our cord0i pmle6snrl'JI somas to you and Cfbwn Caste USA Int It yoi he new ass N rce on Von or any other projects pieese give us a ca( '9 r0IA Respectfully suominec tryW 1 t O a Brian K.Ksrmotla PE.SE 0- y rgmeer .�,� ' Protect E I1-311"Irr Repon vemon d C 3 o JAN t82013 Figure 6. Structural Analysis Post Modifications AT&T Mobility • Site/Facility:NYCENY1027 21855 Country Road Cutchogue,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 9 New York Antenna Upgrade with Tower Modification Vi-.C7rWeiur a If rlv,e 11'A.Ii,I f.4 16 RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site H): NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 Janm"22,2013 Prepared by Bernard Morgan Senior RF Engineer Bechrei Communications,Inc. Figure 7. Human Exposure Analysis State of New York � 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 February 22, 2013 Heather M. Lanza, AICP Planning Director n E C E I 2 D Town Hall Annex Building W 15 Ilul„l(uI UVJ D 53095 Route 25 Southold,New York 11971 FEB 2 52013 RE: Carrier: AT&T Mobility Southold town Site/Facility: NYCENY1027 Planning Board 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 (I 11) 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. In April of 2012, SprintPCS proposed to make similar changes to their equipment on the tower. Their application maximized the tower rating to 104.5%out of a maximum of 105%. At that time the structural engineering firm recommended that the tower be strengthened but that was not required. The proposed changes by AT&T will force the tower to be modified and upgraded before any additional changes are made, see figure 5. AT&T Mobility Site/Facility:NYCENY1027 i • 21855 Country Road — Cutchogue,New York Consultants, Inc. February 22,2013 Telecommunications Site Review Page 2 New York Antenna Upgrade with Tower Modification 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. Under Federal Statutes this application is afforded staff level disposition. CityScape recommends approval with the following conditions: 1. No antenna, antenna mounting brackets or feed lines shall be installed, added to or suspended from the subject tower until all tower modifications are made and the inspections are completed as per the Structural Modification Report from Paul Ford and Company dated December 18, 2012; and, 2. All Feed Lines from all carrier's equipment shall be installed inside the monopole structure; and, 3. All feed line access ports are to be sealed to prevent access by any birds or other wildlife; and, 4. The facility shall be secured from any unauthorized personnel. Respectfully submitted, t6 - --- Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. AT&T Mobility • Site/Facility:NYCENY 1027 r 21855 Country Road Cutchogue,New York Consultants, Inc. February 22,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade with Tower Modification EWER OF METROPCS ANTENNAS ,111 - A.G.L TOP OF TOWER 108'-8' f A.G.L RAD CENTER OF VERRON ANTENNAS- W-0' t AG.L. _.. .RAO. CENTER OF T-_MOBILE ANTEENNAS. _ 40'-0" 3 AGE — RAD, CENTER OF NETTEL ANTENNAS 80-0° t A.G.L PROPOSED RAVCM 008 DOME -_...__... ON NEW WE MAST ON T-Oft TOP OF AT* ANTENNAS . ALL SECTORS (� 1102/AO5) FOR -.. 72'-O" t A.G. IMG SEE DUAL 1118 ADB ZZ MISTALL (2) PROPOSED RHFS ON T-ARLI 24 ALL THREE SECTORS) ' EXISTING' ( SWM 1( ) ,ATAT&T ANTOW To (SEE DE ANTE -�W Jfl TAIL 1/A04) 1 AT&T ANRTOU (rVP. ILL THREE SECTORS) (SEE DETAL 2&3/AO3) SWM (1) AT&T ANTENNA FOR PROPOSED - EXISTING MONOPOLE AT&T ANTENNA (TV. ALL THREE SECTORS) (SEE DETAIL 2&4/AO3) EXISTING NEXTEL EQUIPMENT SHELTER TOWER SMALL BE MODIFIED IN ACCORDANCE WITH PAUL J FORD STRUCTURAL MODIFICATION REPORT EXISTING GPS UNIT O REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 PROPOSED OPS UNIT & PROPOSED- 1/2' COAX GABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/A08) EXISTING AT&T ICF BRIDGE , ' -- - EXISTING YERIZON EXISTING EQUIPMENT CABINETS - EQUIPMENT SHELTER FXISTING CRUINLJNK FENCE--\ \.\ ` -FCAETLrn'ENC CHAINUNK TOP OF GRADE ...b e o e 1e Fr Figure 1. Tower Elevation AT&T Mobility • Site/Facility:NYCENY1027 21855 Country Road Consultants, Inc. Cutchogue,New York February 22,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade with Tower Modfneation Effimm 1tlN EXISTING BOX STINIQ TE20B 'BATTERr 7/AO►) rte— CABINET , r�-`- - i ; ARas TTrre1 EXISTING TTTTOO TIES 1 \ POWER CABINET ' _-- ` INSTALL New EXISTNG ' / NOS ' INSIDE 1121 OUTDOOR CABINET �_—-EXISTING NEX1ELOT / OUTDOOR ' SHELTER / - CABINET •/ e • " % •.--__._..+ ._ `. '/ ___ PROPOSE.D.D PURCELL FLXISWS E STACKED ON CABNEr� _ StREM FICIt"RELOCATE 9014 FR D To SIEIND (SEE MW 1117/ADS) + \ oosnNc i 1 \ LUCEM a PROPOSED GPS UNIT * NEW iI/r COAX CABLE ROUTED TO BBU (PRW" IV M MLIM �_�.�•- t /1 SEPAMTION FROM ANTENNAS) • /" (SEE DETAIL 1121A/AOB) S�EXISUNG FENCE UNE 1r a• 0 1 rt Figure 2. Weatherproof Ground Cabinets AT&T Mobility Site/Facility:NYCENY1027 0 • 21855 Country Road Cutchogue,New York Consultants, Inc. February 22,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade with Tower Modification +o f U P' D- 4 ode t N �w e, � ltv DM 16e aAI l b YCM B DeL. DeLo S0 Afro USA@ 20M 0 0 400 Wo 1200 IBDD 2000 wxw.aebrmecorn IAN(t 3 8'W) D&a Zoom 140 Figure 3. Site Location AT&T Mobility Site/Facility:NYCENY 1027 e • 21855 Country Road Cutchogue,New York Consultants, Inc. February 22,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade with Tower Modification -_ . SWAP (1) AT&T ANTENNA FOR PROPOSED EXISTING AT&T ANTENNA TO REMAIN ` ANDREW AT&T ANTENNA (SECTOR A) (SECTOR A) <T (SEE DETAIL 2!3/A03) .. .__.._. .. _.. . \� rc SWM (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE- ---fib LTE AT&T ANTENNA (SECTOR A) (SEE DETAIL 264/ACM INSTALL (2N)(PROPOSED WWII \\..\\� � INSTALL (2) PROPOSED RRN'S ON T-ARM (SECTOR A) ON(SEE DETAIL / (SEE DETAIL 1/A04) \ PROPO6FD RAYCAP DCB DOME ON NEW PIPE PAST ON T-ARM SYfM (1) AT&T ANTENNA FOR S\ \\ �^ 1 1 18 PROPOSED LTE AT&T ANTENNA TOR B) \ INST SEE N,L (2) PROPOSED Mrs ON T--ARM (SEC SEE DR C)DETAIL 2&4 AO3 \ (SEE 01UTAIL 1/AO4) EXISTING AT&T ANTENNA TO s SWM 1 AT&T ANTENNA FOR- _ ]REMAIN (SECTOR B) t PROPOS ANDREW AT&T ANTENNA ...........__ ....__..._.i (SECTOR C) SEE DETAIL 2&3 AD3 1AT&T AT&T ANTENNA (SECTOR B) EYISTNd ATP ANTbWN 'Ot.. _.__ $n DEEAL 2&3/AD3) RUMINA (SECTOR C) --.. � +� 9F'�� \~�_.. SWAP (1) AT&T ANTENNJFOR PROPO�DLTE AT&T AN (SECTOR B) (SEE DETAIL 2&4/AD3) N 4 0 4 e 12 rf Figure 4. Final Antenna Configuration AT&T Mobility • Site/Facility:NYCENY1027 AW-1-1mat • 21855 Country Road Consultants, Inc. Cutchogue,New York February 22,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade with Tower Modification Crotln Cis*USA hx AWO 10,7112 1W F4&"dt6ed hnWQl6 Taxer W 8 9 Erreaspn SMX(W*Aney= cCr au N0 WN79 P7gxd Molbar 20/2773.90857901,Aporaboo 1455",F1tWi 2 Paps6 �,�" Ila 0411 Oat aae 1=1 Pon K n99rra 1 L2 100.5-too Pan TP14.W12a0.375 2 OAD 41140 193 Pus U 100-WAS3 Pala TP1&5601114.W 144 3 466 76597 91.9 Paw 14 82'083. /`044100/ T 2126113a18,5601W 7209, 4 fly& 341&84 $1.9 Paw L6 702338- P9WR4aa TP22n 1906W10.7602 5 .+162 392002 72.3 Paw 601667 U 601667. POM.R4a4. TPa.O388Q2.770Zo0.66086 ,2246 57".37 76..3 Paw 33.7m L73]3D5' PWStRrM. TPa.@9LQ6.27564.9002 7 ,2533 676059 77.1 Pau LO 1e2W3 PUWRwe. TP322060WOOM0,8078 6 -3262 669362 $64 Paw LO 162013- PQWRalni. TMO M2.296&A9136 9 -3431 8691.80 WA Par 12.9683 4fo 179563-9 PN1..Pxr1. TP33942o4 D=kti).9784 t0 -3826 2065.02 814 Paw •11 9-0 Pda.Rera TPDW33A13K1]601 11 3087 6775.66 10-4 Paw I 61MIInNY Pole eJl 10-.6 Par Relcp. 101.5 Par Table 6-Tooter C al7aws ra G -Lcl Naeta caapanaet llavmlg5(eq %C pmmlr Pap 7 fUl 1 Anchor Rods 0 69.5 Pan 1 some Plate 0 81.3 Pecs 1 Base Foundation 0 48.0 Pan Sod etwaceon 61n3chn Rome(nw font YI Competition)x 74.6% Sal 1) 594 961111211l6=010,4a6r A,'APPMOM C-A6wmal Calan s UcWoeb eslppaag ee%oyrny c9reunea 7) CNP1I6a tO W 105%are Ww6Na6 a0w01wb Wea6 W WW"m nnex4 ra0 r7w*rw*��nd,t uirlg edd1611na1 reinkWOng to Ste monopole Shah AaInoditn ,,,96w1dnWd to De eng6leereand ah W 6'0061120[cope ar this rap"[. T.7ox9r Repot-59re9n 6 0 4.0 Figure 5. Previous Structural Rating and Recommendation AT&T Mobility Site/Facility:NYCENY1027 s • 21855 Country Road — Cutchogue,New York Consultants, Inc. February 22,2013 Telecommunications Site Review Page 8 New York Antenna Upgrade with Tower Modification PAUL I. FORD AND COMPANY 5 1 R U C T U R A L E N G I NEER 5 sso E�;.nn,+n'+�wl .<„rr Isrro.r...,,,w..,otic e1f',>•1,� Dow: Destmbtr It.2012 Sore Tusk Paul J Fond and Company Crown Castle USA Inc. 250 E.Broad Swat Sunt 15M 8 Prkmea low Dave Columbus,OH 43215 PAalord,NY 14534 614 221.8679 585 899 3445 okenrgdeCoff"Ib com Subject: Structural NbdRcadm Report Carder Designadon: AT&T Mobaft Colooate Carrier Sib Nurrlber: WCENY1027 Cartier Sift Name: CUTCMOGUE Crown Gala Deelgnatiom Crown Casale 1111.11 Number, 806579 Crown carde site Name: NY CUTCHOGUE 958280 Crown Comm JDE Job Nurrber- 198780 crown Cantle work order Nu""?: 551848 Errgineeni Fam Designation: Paul J Ford and Cornpeny Proles!Hurabef: 37512-2161 BP R1 ske Deb- 21586 COUNTRY RD,CUTCHOOUE,Sulfdk Courdy.NY oft do 41.1'46.57",Longitude-72.29.50.31" 108.5 font-MonopoleTower !fear Sieve Tuttle, POW J Ford one Company is pleased to subnsl this "Struclunl ModRlcatlen Ibport"to determine the structures imegrny of the about meraoned tower This analysis has been perfdrmed in acctrdwon with the Crown CMie SWCWrr"56VMm l Of Wokand the terms of Cram1 Castle Purchase Order N~$10864,,n acWNanCe wM application 157987 renson i. The purpose,of the aralysls in to drarmine o0deplabiaty of the loner stress aur. Based on our analysis we he'.deftem�the lowl follonam bad pass to be LC4 7 ModAed Structure we Existing.Reserved+Proposed Equipment Sufficient Capacity Nero.See Tebw I.na reeve n ter m•smtwee eW rasergwwr,as ne41e9.mwdr+.sy The structural ansrysis was performed for this tower n a.1rdli wish the Ieciss amants of the ANSMA-222 0-2005 Sbndard.'SiNCWnI Standrd for Antenna Supporting Structures and Antellr es',1wm ANSIM1A.222G- 1-2007 and ANS"-222G-2-2009 Addends using a 3-stoond gust wok speed of 120 mph with no Me,so mph won 0.75 Inch ice:hkkness and 80 mph under servios bads,exposure otil C wdh topography "legory I All ngai6tabons and saU4)rne^I propoond In In*report shot be instded In aCdOrdence with the atm0ed drewogs for the derernvneo avo4abn slractural capacity to be aeecbve We At FeW J Ford and Company appreciate th rang our wmirwtng professorial eervites In you and Crowr,Castle USA Inc II you his Mer sesdtantt on this or any other projects please gree us a wt .➢ rCITA If Res (fully submihee by � f, �j W BrianK Kemarle P� Protect Ergsnaer i1�) J rpF79tl19 Irixlown Raps; +etww+8:30 JAN 18 mu Figure 6. Structural Analysis Post Modifications AT&T Mobility • Site/Facility:NYCENY1027 21855 Country Road Cutchogue,New York ConsuitantS, Inc. February 22,2013 Telecommunications Site Review Page 9 New York Antenna Upgrade with Tower Modification RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 Jauuary 22.2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications,Inc. Figure 7. Human Exposure Analysis MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI k SO(/ryo Southold, NY 11971 Chair <Q .It. OFFICE LOCATION: WILLIAM J.CREMERS T COD Town Hall Annex Q 54375 State Route 25 JAMES H.RICH III y0 MARTIN H.SIDORd( (cor. Main Rd. &Youngs Ave.) �CQO01 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE February 1, 2013 TOWN OF SOUTHOLD John Coughlin, Esq. R6, Nielsen, Huber& Coughlin, LLP 36 North New York Avenue Huntington NY 11743 Re: Proposed New Cingular Wireless Up-grades @ Junge Located at 21855 CR 48, Cutchogue SCTM#1000-96-1-19.1 Dear Mr. Coughlin: The Planning Department is in receipt of an application to modify an existing New Cingular Wireless facility and related equipment at the existing monopole site referenced above. Pursuant to §280-130A of the Southold Town Code, the Planning Department is required to provide a brief report to the Building Department concerning the proposed wireless communications up-grades to determine whether they meet the guidelines for wireless facilities. Pursuant to §280-74A(d) of the Town Code, the Planning Board will hire a Technical Consultant to aid in the review of the application and hereby requires the submission of $8,500.00 into an escrow account with the Town Comptroller's Office to cover the cost of the Technical Consultant's review. Please remit a check in the amount of$8,500.00 payable to the Town of Southold. Any unused portion of the Technical Consultant's fee will be returned to you. Our consultant is CityScape Consultants, Inc. They may contact you directly regarding this application. Please, if you have any questions regarding this application or its process, do not hesitate to call this office. Thank you in advance for your prompt payment. Very truly yours, Brian A. Cummings Planner • � Page 1 of 1 Kalin, Carol From: Kalin, Carol Sent: Thursday, January 31, 2013 9:20 AM To: 'rick@cityscapegov.com' Cc: 'kay@cityscapegov.com'; Cummings, Brian A.; Terry, Mark; 'Cremers, William'; Lanza, Heather; 'Rich, James'; 'Sidor, Martin'; 'WIcenski, Donald' Subject: Directions to View Town of Southold Wireless Files on Laser Fiche Importance: High Listed below, please find directions to review the following files: 1000-18.-5-13.8, New Cingular Wireless at Orient Fire District 1000-75.-5-14.1, New Cingular Wireless at Police Station 1000-75.-5-14.1, Sprint at Police Station 1000-96.-1-19.1, New Cingular Wireless at Junge 1000-108.-4-11.3, New Cingular Wireless at Baxter 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending'; 5. Click on the SCTM# (tax map #) of the application (found above). If you have any questions, Brian Cummings is the Project Manager and he can be reached at the phone number listed below between 8:00 a.m. and 4:00 p.m. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin@town.southold.ny.us 1/31/2013 FOR INTERNAL USE ONLY p SITE PLAN USE DETERMINATION Initial Determination ' . Date Sent: r a1 1-zl- Project Name: Project Address: 02 8 5 5 Zoning District: L— Suffolk County Tax Map Request: o (Note: Copy of Building Permit App lication and supporiin9 documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: Signature of Building Inspector Department (P.D J Referral: � Planning Dep /� �z ! Date of Comment:=}-- P.D. Date Received:�_� Comments: e<s - Planning Dept. Staff Re> wer Signature of Final Determination Date: I I JAN 31 2,043 Decision: Signature of Quildinq Inspector MAILING ADDRESS: PLANNING BOARD MEMBERSO� OF sooTo� P.O. Box 1179 DONALD J.WILCENSKI H Southold,NY 11971 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.SIDORl ycoul 1 Southold, NY 111' 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 S CTM#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). i • AT&T/New Cin ug lar(&,Jun Qe 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. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net. PERMIT NO. Check Septic Form N.Y.S.D.B.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Attorney for Applicant. Approved2 Mail to; Re,Nielsen,Huber&Coughlin,LLP Disapproved a/c PU0 I L�A 36 N.New York Ave.,Huntington,NY 11743 Phone". 63142511100 Expiration 20_ Building Inspector "APPLICATION FOR BUILDING PERMIT Date - 20-LL 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 removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS,LLC (Signature of applicant or name if a ggmmt0.tlt� Limited Liability CC ompany 1444 E.Jericho Tpke.,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee,agent,architect,engineer, general contractor, electrician,plumber or builder . Applicant is Lessee Name of owner of premises Arthur V.lunge limited lipbiliry,com any (As on the tax roll or latest deed) W, c 1rj :o�et��gnahure of duly authorized officer Doug and title odc�ot s ire Doug Ha 1,President of Shore 2 ore Wireless, ne,Agent for Applicant Builders License No. Plumbers License No. N/A Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 21855 County Road 48 Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 96 Block 1 Lot 19.1 Subdivision Filed Map No. -aA't► _� ��.,my !'sol/ w'bM io 2SRJP 341du9 vteto+^ S1p0SZSdX#I0 .0iK virtuo') user!aYl ni bsiiileurl **Applicant also proposes rued structural modification wows depicted in the plans submitted herewith. 2. Stats 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 $117 750 00 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number jpf 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 usefac:�ity 7. Dimensions of existing structures,if anyNront Rear Depth Height Number of Stories existing, los.5' monopole and AT&T/eil4atirig. equipment area 1814" x 10' Dimensions of same structure with alterations or additions Front Rear ' Depth Height Number of Stories_*Same as ex+st+nQ * S. Dimensions of entire new construction:Front-----. Rear Depth Height Number of Stories * same as above 45,589 square feet Rear Depth 9. Size of lot:Front 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 Arthury.Junge Address L nan NH Phone No. 603-838-8982 Name of Architect Bechtel Associates Professional CoruAddtess 7 v"a hone No S7 - Name of Contractor PrdLrr I C rrtunfaLficnS L_hC Address j iLgLm D�vec�,►e Phone No. clt7SiNlzdY�lLy u r AW r s 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?*YES_NO X * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet 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 A a L' Doug Hall being duly swom,deposes and says that(s)he is the%Mj&jlRk (Name of individual signing contract)above named, MKO'Wohe President of Shore 2 Shore Wireless,Inc.,Agent for Applicant-New Cin lar 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 all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swo tq before me th is � Cs mNeper' g laz Wirel ss PCS,LLC By. NotaSignature of Applicant Pattiek S. O'Rourke Doug Hall President of Shore 2 Shore Wireless Inc..Agent for Applicant Notary PnIhft State of New York Print Name/Title above No. 61OR625209k Quolm$ed In Nowa County Comiubdou iEzpiree Die• 5,20 JS • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 DONALD J.WILCENSKI so Southold, NY 11971 Chair h �Q OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G �S* 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR ��. (cor.Main Youngs Ave.) �,'QU �'(•� Southold, d, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 9, 2013 John J. Coughlin, Esq. Re, Nielsen, Huber& Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Refund Unused Consultant Escrow Fees —Wireless Reviews Dear Mr. Coughlin: Enclosed is a check in the amount of $22,500.00 for the balance of the funds provided by your client(s) to the Town to cover the expense of a consultant to assist with the review of the following site applications: • New Cingular Wireless at orient FD 1000-18-5-13.8 • New Cingular Wireless at East Marion FD 1000-31-3-11.31 • New Cingular Wireless at Peconic Animal Shelter 1000-75-5-14.1 • New Cingular/AT&T at CR 48, Cutchogue (Junge) 1000-96-1-19.1 • New Cingular/AT&T at Elijah's Lane (Baxter) 11000-108-4-11.3 In each case, your client sent an initial amount of $8,500.00. CityScape Consultants subsequently billed a total of $4,000.00 each (see attached invoices). Pursuant to Town Code §280-74A(4)(c), we are returning the unused portions of the funds to you ($4,500.00 per review). Sincerely, Donald Wilcenski Planning Board Chair Encs. Vendor No. idies k.37ti:. Town of Southold, New York - Payment Voucher Vidor Name Vendor Address ............ Re, NIelsen, Huber ti: Coughlin, LL 36 North New York Ave. tDate: : Vendor Telephone Number Huntington, NY 11743 ;"''>:`';'>;`'>;:"'»»»>;>;':'>';;;;';' 425-4100 Iii 4ii1eik: Vendor Contact John Coughlin Invoice Invoice Invoice Net Purchase Order >ao: ::;:::o:;:::»>:::>:»:::::>: Number Date Total Discount Amount Claimed Number Desai 'on of Goods or Services ......$tictal: .......... $4,500. reimburse unused escrow onsultin review re H B#)2O:::4::590::::3:54ii.is i :: . . .......... .... re ess app ca ion 4,500. gMM � _ _ & fs91 aw ul QT ($4,500.) 21.75,4D.:..::... ...... GFU nl e- .............................................. Payee Certification Department Certification The undersigned(Claimant)(Acting on behalf of the above named claimant) I hereby terrify that the materials above specified have been received by me does hereby certify that the foregoing claim is true and correct,that no part has in good condition without substitution,the services properly been paid,except as therein stated,that the balance therein stated is actually performed and that the quantities thereof have been verified with the exceptions due and owing,and that taxes from which the Town is exempt are excluded. or discrepancies noted,and payment is approved. SignatureTitle Signature Company Name Date TittePlanning rector Date 4 MMMMMM�uwu u>c 3oucnola9 .New York - Payment Voucher 3373 Vendor Name Vendor Address :;:'>'>:"';..:" :::::::: >:::::;::::: :::::":[: Cityscape Consultants, Inc. 7050 W; Palmetto Park Rd. Vendor Telephone Number - At1dIt:D8tC:<; `:;>':;t:;:::;:2";>';::::::;`::�::;:<;f 'ii:..iii: Boca Raton, FL :3:3�433 Vendor Contact '................. Taiiti: leiki;:::::: i Invoice invoice Invoice NumberNet Purchase Oder .. Date Total ! Discount Amount Claimed Number Description of Goods or Services 2524 3/25/13 $4,000. iGepatali edact Fuadaad Accoant Mu nber $4,000. 25340 its application review $4,000. ew Cingular AT&T at R 48, Cutchogue(Junge) B` 491 ($4,000) 115* I i I I � Payee Certification The undersigned(Claimant)(Acting on behalf of the above named claimant) Department Certification does hereby certify,that the foregoing claim is true and correct,that no part has I hereby certify that the materials above specified have been received by me been paid,except as therein stated,that the balance therein sorted is actually in good condition without substitution,the services properly due and owing,and that taxes from which the Town is exempt are excluded. perforrrred and that the quantities thereof have been verified with the exceptions or discrepancies noted,and payment is approved. Signature Tile Signature -- Company Name Date Title_ Planning Director Date L/ / cKysca^ INVOICE 7050 W.Palmetto Park Rd#15-652 Boca Raton,FL 33433 DATE INVOICE# Tel:(877)438-2851 Fax:(877)220.4593 3/252013 2524 BILL TO Town of Southold Heather Lanza,AICP, Planning Dir Cn nI P.O. Box 1179 E Southold, NY 11971 L'L APR - 12013 So:thold Town Planning Swrd Project Ref/PO: ATT NYCENY1027 21855 CR48 Description Rate Amount Site Application Review and Analysis: ATT NYCENY7027 4,000.00 4,000.00 Site Application submitted by AT&T Mobility to modify/upgrade existing facilities located at 21855 Country Road 48,Cutchogue Review dated 03-15-2013 Total $4,000.00 CityScape Consultants,Inc. TOWN OF SOUTHOLD Purchase Order * 25340 Tax Exempt * A 163554 Date March 22, 2013 B 8020 4 500 350 Account Deliver and send billing to: Vendor Department PLANNING BOARD Cityscape Consultants, Inc. 7050 W. Palmetto Park Road Address 1115-652 LBoca Raton, FL 33433 I J VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTIONUNIT COST TOTAL Consulting ' $ ss Applic. modify N ilg$s ecom facili a ut o IOT TO EXCE (Jun ± 1 00- - 9. 1 ry .. $K$ M-/ Z $4,000. y � { THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE INT A P IATION CHARGED Dept. Head I CERTIFY THIS TO BE A JUST AND TRUE PURCHASE ORDER l MAR 182013 D £ SoutholtlFown Consultants,Inc. Planning Board AGREEMENT FOR SERVICES b� This Agreement for Services, hereinafter referred to as the "Agreement," is entered into as of the ,Z day of Mar ch 2013, between Cityscape Consultants, Inc., a Florida Corporation, hereinafter referred to as the "Consultant," and the Town of Southold, New York, a municipal corporation, hereinafter referred to as the "Town". WHEREAS, Section 704 of the Telecommunications Act of 1996 mandates that local j government cannot prohibit the provision of personal wireless services and requires local government to not unreasonably discriminate among providers of functionally equivalent services;and WHEREAS, the Town desires to engage the services of the Consultant to perform for the Town consulting services regarding the review and analysis of wireless application reviews (Application Review)to ensure the Town's compliance with the aforementioned provisions and other existing federal regulation and legislation, to ensure the wireless carrier's compliance with Town's regulations, and to assure the need for, and minimize the aesthetic impact of, these facilities on the surrounding areas of the Town; and WHEREAS, the Consultant desires to consult with appropriate Town staff as an independent contractor of the Town; and NOW, THEREFORE, in consideration of the mutual benefits and conditions set forth below, the parties hereto agree as follows: 1. Scope of Services to be performed by Consultant. Consultant shall perform those services described in Exhibit "A", attached hereto and incorporated herein by reference. In performing such services, the Consultant shall comply with all federal, state, and local laws and regulations applicable to the performance of such services. The Consultant shall perform services diligently and completely and in accordance with generally accepted professional standards of conduct and performance. 2. Duration of Contract. This Agreement shall be in full force and effect for a period of onz (� year(s) commencing upon execution of this Agreement. This agreement shall renew automatically for successive annual terms, unless terminated by either party, thirty (30) days prior to expiration of the then current term. 3. Compensation and Method of Payment. A. As payment for the services to be performed hereunder by Consultant, one of the following payments shall be made to the Consultant, depending on the level of review as outlined below: 1. Site Review and Analysis to include: Two(2)related meetings(i.e. site visit, planning,public hearing, etc.) $6,500.00 2. Site Review and Analysis to include: One (1)related meeting (i.e. site visit, planning,public hearing, etc.) $5,000.00 3. Site Review and Analysis(collocation, modification and/or upgrades)(not including any meetings): $4,000.00 Review fees will be paid directly to the Town by the applicant through the Town's application and review process. Consultant will invoice Town for the full contracted amount, after Consultant has submitted final review to Town and/or attended required public meeting(s)at the discretion of the Town. Payment of invoice will be due within (30)days of the date of invoice, subject to the Town's ordinary procedures for processing of payments. B. Additional Services. If Consultant is required to attend additional planning/board meetings and public hearings beyond the two meetings provided above, to provide testimony regarding the Consultant's recommendations pertaining to any Application, additional charges may apply based on actual cost of travel and attendance by a CityScape representative. Any additional charges over the contracted amount will be approved in advanced by Town and agreed to by both parties in advance. li 4. Notices. Whenever any notice is required or permitted, such notice shall be in writing and shall be deemed sufficiently given if delivered by hand or by guaranteed overnight delivery service to the address of the party to be notified or if deposited in the United States mail, postage prepaid, certified or registered mail, return receipt requested, addressed to the party to be notified as follows: CONSULTANT: CityScape Consultants, Inc. 7050 W Palmetto Park Rd#15-652 Boca Raton, FL 33433 Attn: Kay Miles,Business Manager Tel: 877-438-2851 Fax: 877-220-4593 TOWN: Town of Southold 53095 Route 25 PO Box 1179 Southold,NY 11971 Attn: Heather Lanza,AICP, Planning Director Tel: 631-765-1938 Fax: Notices delivered in accordance with this paragraph shall be deemed received on the date of delivery to such address or, if mailed,three days following deposit in the United States mail. Either party may change its address for delivery of notice by giving notice of change of address in compliance with the terns of this Section. 5. Entire Agreement: This Agreement constitutes the entire agreement and understanding of the parties and supersedes all offers, negotiations, proposals and any other agreement of any kind relating to the subject matter of this Agreement. There are no representations or understandings of any kind not set forth herein. Any modification of this Agreement shall be in writing and executed by both parties hereto. € i 6. Venue. In the event of any litigation arising out of this Agreement, the parties hereto agree that Suffolk County in the State of New York is the proper venue for such action. i 7. Authority. Each party hereto represents to the other party that such individual executing this Agreement on behalf of that party is authorized by the requisite action of the party to execute this Agreement. 8. Governing Law. This Agreement shall be construed in accordance with the State of New York law. 9. Project Records and Documents. Each party, upon reasonable request of the other party, shall permit examination or audit of all project-related records, books, documents, and papers during or following completion of the project. Each party shall maintain such records, books, documents, and papers for at least three (3) years following completion of the services performed. 10. Assignment. Neither party may assign or transfer its rights or obligations under this Agreement j without prior written consent of all other parties. IN WITNESS WHEREOF, the parties have signed this Agreement on this I t—142Ndayofffi13 CONSULTANT: CITYSCAPE CONSULTANTS,INC. By: Title: V a dA— ATTEST- Print Name TOWN: TOWN OF SOUTHOLD,NY By: - Title: Jow ATTEST: �l1 Yeo � 1'l �t✓1 Print Name � I Exhibit A(page 1 of 2) i' Third Party Expert Site Application Review Cityscape will provide expert review(Application and/or Review) of applications submitted to the Town for the placement, construction and/or modification of personal wireless service facilities. CityScape's methodology carefully follows the federal and state regulations and includes an initial checklist of the material submitted for completeness. Cityscape will provide to the Town a detail list of submittals which will be required in order to fully evaluate an Application. The Town will forward to CityScape any application submittal package, or arrange for CityScape to receive submittals simultaneously from the applicant, for which a review is required. If an application is deemed incomplete. Cityscape will conform to the Town's policy regarding proper stakeholder notifications while maintaining the FCC shot clock (if applicable). Copies of any additional information furnished by the petitioner will be copied and provided to the Town. I' Cityscape's review and evaluation will include, but is not limited to: i • Accuracy of data and application completeness of submission; • Assurance that the Town works within the confines of the FCC"shot clock"(if applicable)and meets the time allowed for disposition of telecommunications applications; • Applicability of analysis techniques and methodologies; • Validity of conclusions reached; • Compliance with all applicable federal,state,and local structural codes. • Whether the proposed wireless telecommunications facility complies with the applicable approval criteria set forth in the town's local regulations; • Determination if the search ring is adequate based on generally accepted cellular, PCS, ESMR, ISP, paging and other engineering principles for the intended site; • Evaluation of proposed height based on capacity, coverage or upgrades; • Evaluation of the site option and/or any alternative site location options and collocations/modifications/upgrades; • Evaluation of compliance with existing Town and other ordinance and regulations (Le., setbacks, tower separations, ordinance definitions,etc.) • Compliance with all Town zoning requirements to include but not limited to correctness of concealed design, low profile antenna installation, maintaining the correct number of approved zoning collocations and assurance of matching concealment; • Compliance with the Telecommunications Act of 1996 and other applicable federal laws, rules and regulations; I '. • Compliance with state wireless statutes; • Evaluation of aesthetic impacts and possible mitigation of, structures, shelters, containers and landscaping to provide a more aesthetically pleasing solution; • Evaluation of Federal Communications Commission (FCC) Radio Frequency (RF) exposure compliance; • Evaluation of Compliance with Public Safety Communications systems; • Other lawful matters deemed by the Town to be relevant to determining whether a proposed wireless telecommunications facility complies with the provisions of the Town's regulations. I I ! i Ij Exhibit A(page 2 of 2) When all submission items are deemed complete, CityScape within fifteen (15) days, will submit to the Town, a written report summarizing the petitioner's request and detailing the findings. CityScape will provide the Town with an agreed upon number of copies, submitted via Federal Express, next day delivery, of the written analysis. A PDF copy of written analysis is available upon request via electronic mail. Upon request and advanced scheduled notice by the Town, CityScape will attend related zoning hearing(s) for expert testimony and will also be available to generate any follow-up submittal letters pertaining to expert testimony regarding a petitioner's application. Application Review Fees The Application Review fee includes an initial review for "technical completeness," evaluation of the application and submitted materials and/or follow-up review and/or letters on same application. There will be no incidental charges associated with the review fee (i.e., faxing, emailing, printing and reproduction costs). The site review may include attendance, as requested in advance by the Town, at related planning/zoning hearings to provide expert testimony and assistance to the Town. The review fee will be paid directly to the Town by the applicant,through the Town's application and review process. CityScape will invoice the Town for the review upon the completion and submittal of the completed review and analysis by CityScape and attendance at any scheduled meetings at the discretion of the Town. I PLANNING BOARD MEMBERS • MAILING ADDRESS: DONALD J.WILCENSKI �O�aOF so�ryo� P.O. Box 1179 Chair Southold, NY 11971 .1L OFFICE LOCATION: WILLIAM J.CREMERS T Town Hall Annex PIERCE RAFFERTY co JAMES H.RICH III 54375 State Route 25 MARTIN H.SIDOR0 y (cor.Main Rd. &Youngs Ave.) CQUNI'1, Southold, NY Telephone: 631765-1938 PLANNING BOARD OFFICE Fax: 631 765-3136 TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 21, 2013 Re: Checks The attached checks are consultant escrow fees for the New Cingular Wireless (NCW)facility reviews listed below. Please deposit each into B691 Deferred Revenue Account. Thank you. Applicant/Project Name Tax Map Amount Check & T # Date/No. Modify NCW telecom facility at Baxter/Elijah's Lane escrow fee 108-4-11.3 $8,500 3/19/13-#1468 Modify NCW telecom facility at $8,500 3/19/13-#1469 Police Sta. in Peconic-escrow 75-5-14.1 Modify NCW telecom facility at $8,500 3/19/13-#1470 Orient FD—escrow fee 18-5-13.8 Modify NCW telecom facility at $8,500 3/19/13-#1471 E. Marion FD—escrow fee 31-3-11.31 Modify NCW telecom facility at $8,500 3/19/13 -#1472 CR 48 Cutchogue (Junge)— 9 fo 1 -19.1 escrow fee LR alts. FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION initial Determination Date Sent: t2y Project Name: kfLIL Project Address: 19' Suffolk County Tax Map No.:1000- `14� Zoning District: L1_ - j -� Request odr o �/rte ny p� (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: �g�, Signature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: / ! Date of Comment: Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date:--i-----L-- Decision: ate: / LDecision: gic}nature of building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form_ Contact: Attorney for Applicant: Approved ,2 Mail to: Re,Nielsen,Huber&Coughlin,LLP Disapproved a/c Pu 0 1 Z 36 N.New York Ave.,Huntington,NY 11743 Phone: 631-4254100 Expiration 20_ Building Inspector APPLICATION FOR BUILDING PERMIT - —r Date20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS,LLC (Signature of applicant or name,if aa edl* Limited LiabiliTy ompany 1444 E.Jericho Tpke.,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect,engineer,general contractor,electrician,plumber or builder Applicant is Lessee Name of owner of premises ArthurV.Junge TTt}' qq CCat1SA�limited lipbility,com any (As on the tax roll or latest deed) Be,p JtytpgaI tarlWjr gg$veM�gnature of duty authorized officer —�1�l�YmeYand title akmruoratex Doug 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 Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 96 Block I Lot 19.1 Subdivision Filed Map No. LOLLOWI Jr•.. rlk4t �'%+< r .r,Vf to �►ttl!. �flrtu`t r:rn;1 ' strt�trtasiota .oil itrrne 1 n1moltm Rl baitilrnrt,) fS .! .�ytl z•iyirt� q nuizurura•. **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. Intendedi se 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 $117,750.00 Fee (To be paid on filing this application) 5. If dwelling,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 usefacilily * 7. Dimensions of existing structures, if any:Front Rear Depth Height NumberofStories *Existing 108. 5' monopole and AT&T'extsting. equipment area 18'4" x 10' Dimensions of same structure with alterations or additions Front Rear Depth Height Number of Stories *Same as existina S. Dimensions of entire new construction:Front Rear Depth Height Number of Stories * Same as above / 45,599 square feet r — 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 ala Moulton Hill Rd: 14.Names of Owner.ofpremises Arthur V.Junge Address L man NH 03585 hone No. 603-838-8982 Name of Architect W[St Bechtel Associates Professional Coragddress t one No 57 Name of Contractor&(hteICct+tmw-licaftmhtLrl(.Addressi ,rpara nDnye�c,t+cPhoneNo. 2ol-'571- 7qq d7 iyu ler NT! 7to4 S 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES=NO x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on su.vey. 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 a a A Doug Hall being duly sworn,deposes and says that(s)he is the pjkwA (Name of individual signing contract)above named, �SjN,Mhpohe President of Shore 2 Shore Wireless Inc Agent for Applicant-New Lingular 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 all 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. Sworq tq before me this4 A / 20 3 / CS of � Yv � Nelar Wire] 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 Notary Public State of New York Print Name/Title above No. 01OR6252091 Qualified In Plassau County Commision Expires Dee. 5, 211�S RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE HUNTINGTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIA31 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: John Co lin JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director r ONCLAMTION of Covam a AND "S"ICTIONR U14 CULAPATION mads byARTN�V. JUI of this gym. day Of Na,.argh , 190 , (1) residing at _ 6110 Nassau PCint ]load. Cutchayns, NW York 11933 (1) a domestic or torsion corporation with cillos$ located at (3) a sols propristorshlp or partnership baring lea principal place of business at "? horeiaaftet X'StSnad to as the DICLARARt as the owner of premises described in sohsdule 'A" annexed Hereto (hsrsymfter rsfsrrid to i 8 as the POM1821) desires to restsiot .the use and enjoyment of said ruxtess and has for such purposes determined tb impose on said IMMisss covenants and restrictions and does hereby declare that said Mlll$as shall be hold and shell be conveyed subjeCt to the following Covenants and restristloasl J• M h 1, DECLARANT has rids application to the Suffolk County r , Ospestmsnt of Nealth services (hereinafter reterred to as the DafARTNRNT) for a pewit to Constructt a� spprovsl of plans or approval of a subdivision or y development on the rRlNlsss. ' (lCDN$ =N COV 10/16) ti 1G592 KM 2. (BtRCI1W LAHtiW1s1 TO lti 211;11tT10 N><RR -- Ott SAMW PAl1At MPH/ In NW) NHERBAS the DECLARANT is constructing a building at (Schedule A) All that certain plot, piece or parcel of lands with the buildings and Townoof Southold aCountyctofosuffolksandystateanod f nowgyorki beingumove Particularly bounded and described as follows, 9EGINNING at a point on the northwest line of Middle Road, (C.R. 48) 75o feet beingmthe southeastril Ir lose ocornertofithelpromises heroinsaid lint rom d serlbadtand#the south. west corner of other land of the party of the first part# ' RUNNING, THENCE along the northwest line of Meddle Read, (C.m, 411 , South 25 degrees 52 minutes 30 seconds Nest, 168s17 feet to land of Earrie# RUNNING THENCE along said land North 60 degrees 54 minutes 20 seconds Nest, ' 252.66 fest to land of the Town of Southold# RUNNING TRBNCsalong said land North 23 degrees 14 minutes 00 seconds Rant, 188. 15 feet to land of the party of the first part# RUNNING THENCE along said land south 56 degrees 42 minutes 10 seconds Seats 243.16 feet to the point or place of 1I0I1NINC. The DECLARAHT represents he is aware of the requirements net forth in Article VII of the Suffolk County Sanitary Code. Should there be a change in ownership or a change in the operation, the DECLARANT or his assigns or successors in interest must notify the Suffolk County Department of health Services, 4 (1CONs GRN COV 10/16) 2 AC-592 UU 3. The DtCLANW# its Mceasors and/or assigns shall sat forth thin covenants, agrsamset► and dselaration in any and all leases to occupants, tenants and/or leaseee of the above described property and shall, by their term o, subject same to the covenants WA restrictions contained herein* failure of the DICLLUAW, its successors and/or assigns to so condition the logo*# shall not Invalidate their automatic subjugation to the covenantsand restrictions. 1. Jai of the covenants and restrictions contained herein shall be oontrued to be In addition to and not in derogation or limitation upon any provisions Of local, state, and federal laws, ordinances, and/or regulation In effect at the time of execution of f this agreement, or at the time such lws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated, D. This document is made subject to the provisions of all laws required by law or by their provisions to be Incorporated herein and they are deemed to be incorporated herein and made a part hereof• as though fully set forth. . ,, ifCOW ax COY 10/01) 3 • •I ((fi� • 1r'.\ IAI'1 10592 P! 1. The aforementioned Restrictive Covenants shall be enforoaabit by the County of Suffolk, state of Now York, by lniunative sella! or by any other remedy in ? equity or at law, she failure of sold agencies or the County of Suffolk to enforce the acme #hail not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any offices or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the oecLARaw, its sscasssors and assigns, and upon all persons or entities claiming under than, and may be terminated, revoked or amended by the owner of the premises only with the written Consent of the DIPAW M/NT. I. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of Competent jurisdiction, be adjudged illegal. unlawful, invalid, or held to be unconstitutional, the saw shall not affect the validity of these Covenants as a whole, at any other , Pact or provision hereof other than the part no adjudged to be 111"a1, unlawful, imnlid, of unconstitutional. (#CDMi =w CDv 10/14) 4 `+ 10592 9. Local Law 033-1900 » The otCWMNT represents and warrants that he has not offered or given any gratuity to any official$ employee, or agent of Ouffolk County, New Tock State, or of any political party$ with the purpose or intent of securing favorable treatment with Weapon to the performance of an agreament, end that such parson has read and is familiar with the provisions of Local Law 039-1990. L9.. L s.. { s� • t Mon GIN COV 10/001 5 • . ,, 11519079 $ 1 �' RF!! ifridE ,Jul AUC led +u; 1:ilJli !1 lknt}r,lI' iAx r106116 SW fal.A /'aAr/T)1V-r..m ww)�11T, ..d. t►6 Lir. day a - u N s , bot"en _.�!t_tt _-Yk-1jV-#^ , il,arooratla with its principal office at .e�ass f. H/ ii/Q .C r. /r.�e•G �{�IMfter referred to Y "emtar") to lid YM TbldgeM amm, a"Operations of the ! state of ON Tern, havlss Its principal eftloo at Ion levers of the AceMw, i. gw pars. ase Tar► (horoi..et" renrred t. a 0epee.."1. ss VN=M, the greater sew In t" a certain panel of land sltwtot { Cwslderatlan,la the Torn of Southold to Lina County of saffolk, state at sow Verb, an chews an sNhlbit "A", attacked benho aril harelip and0 part at this gnat. sow, fbYS/Dss, wlTsssssfbi i VIM That for and is oonelderetia of the w of One dollar (11.001 to head paid by the grata to Orator the receipt of *blob IN kereby DIST. 1000 acknowledged the erector /rents oto the grata, Its customers and wlgns, the right, ►rlvlleds ad atherity to enatrsst, plw, @prate, regime, SW- ofs00 remove, repair mad maintain service lien, looluding buried cable, pedestals, conduits, wholes, sales And wh oroaues, ways, utas, aaobsn, Cables, j ILK. 0100 . wires end fixtures AN, the Grata may tree time to ties dean seonmary uges, over, under mad slag the said lead and the highways Nualslag or oyes said Lot 10 land, epprest10telt as shows an Inhibit "A", together with the right of isdnss OWL 60010 to 040141" all of the rights hems grated end with the right to ��- es,.tris at trees mad recta along mid hose, as reasonably esneesey, to keep I* said cables and vim teand @Lear teas Interference an said lad sad old kith"". `w BMWs The exclusive end sarssaent right-of-may Dampest eaeat b•..:, i /r above described mho hotels quavered to Intended to prohibit the losditudimal or j 7 Weikel oeouyaay of Field sncwesk strip by others, Including graLor and to prohibit tartme or mebearfae structures of atherel" of etbero, including grater which eight dugol or Interfere with the osaratien and maisLsemace of i Grat"I0 twil{tla without the prier written coconut of Grantee, but is not {.tended to prohibit eraaatng of said •...sent strip es laws es such crossings do at Interfere with or prohibit the full wow of the ascent hernia grated. Orator 6resa with the grates, so behalf at hiaotf, his aaossson and asiwaa, ad AN a covenant rwing with the land, that the grade n)ating at the ties of erautlae at this grant of ealemest will renal,. undisturbed u"heswad- It i4 understood and agreed hegap the& the above Noted coadltioes we at Intended to, our do that netriot or peat granter true piacial r-16, esrbiq parking lata and land"aplee. , TRIbOI Tho orater hereby /rents unto the Grant", Its succesuccessorsces ON! "Stem the r►ght to peau the atteaboust or the cewsiatla ad electric "envies wine end facilities *!Jib* utility qua an spald to =May , to tub other companies an ee tatert la-M rights granted under tkis arat. , Reims It 1 eoadltia of Shia orat that grist" awl gay ted ar cost of gudiq adetumeely 411 emulative cede by Grnct" adsr this Grant and ray the cat to Motors or repair ay dosage duce by the orates to tbe property at the orator *Ails placing, replaciss, relemaUng, apera%i6, I eepstring, nc►Ntaiciss, remains or movies its twilltles, ad shell ave hormts" W IadaesiIt the grater thea ay i0jary to its ~AV, its ' aseloyme " the p►tto which any, at ag ties near tbrws► the "gllpnee of i the great". Ib "I"M VMMW, grater ban eaWed this latrawt to be duly e"@ated Yager and ted day 41111 four first shove written, FArkhur Y .lungs int. �]p (Ij(� AAA 0 . L.S. Arthur V. oftir r ` I I li l 11 l illi II II I I I III 1111 l Illll hill III II I II[I[II ll ll 1111111111111111111111111 SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: BASEMENT/DOP Recorded: 08/30/2001 Number of Pages: 4 At: 01:24:00 PM TRANSFER TAX NUMBER: 01-04375 LIBER: D00012139 PAGE: 075 District: Section: Block: Lot: 1000 096.00 01.00 019.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Foes For Above Instzument Exempt Exempt Page/Filing $12.00 NO Handling $5.00 NO COE $5.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $15.00 NO SCTM $0.00 NO Transfer tax $0.00 NO Comm.Pros $0.00 NO Fees Paid $37.00 TRANSFER TAR NUMBER: 01-04375 THIS PAGE IS A PART OF THE INSTRUMENT Edward P.Ramaine County Clerk, Suffolk County i l 2 1 Number of pages xr,:lq-fn TORRENS 999 a.; Serial a _,SYi; OF cUFFIL;, 0^UhT4 Certificate N DOI:r)°7 P O'S Prior Of.0 Dril 4:••['4',75 Dead I Mortgage oarument Deed I Mlurtgage Tax Stamp Retarding/Filing Slamps i FEES Page l Filing Fee �a"_ Mortgage Amt Handling 1.Ossic'1'nx _ TP-584 2.Addllional Tax Notation Sub Total EA-52 17(County) Sub Tats /(y_ SpvalAssit fiA-5217(State) Or ) Spec./Add _ R.P.T.S.PL TOT•M VG.TAX yy Dual Town—Dual County_ Comm.of Ed. 5 OQ_ Held for Apportiatmcnl Affidavit • • TraMferTax Certified Copy Manslai'I'ax The property coved by this mortgage is or Reg.Copy will be imptovcd by a one or two(am lly Sub Tout dwelling only. Other YPS__orNO GRAND TOTAL .3� If NO,see appropriate tax clause an page a __ofthis im unaml. Red Property Tax Service Agony Verification 6 Community l'mservotiutt Fusvd Din. Section 91ak Lot Consideration Amount St _C _ _ pooD 096.00 01.00 019.001 CPP lay. Due 3 V Q improved (tat• Vacant Land_ 7 Salisfacliuns/Discharges(Rcleases List Property Owners Mailing Addros T'p RECORD di RETURN TO: '1'D Verizon TD 501 North Ocean Avenue Patchogue. New York 11772 Rooa105 a Title Company Information Co.Namr '1'illefl - - a Suffolk County Recording &Endorsement Page This page licinn5 part Of the altaehed Easement V106723 made by: Arthur V. Jorge (SPECIFY TYPE 17INSIRUMFNI'1 Main Street Brient. Me. York il The prendses heroin is situated in SUFFOLK COUNTY.NEW YORE. TU In the'l'ownship of Southold Varizon In the VILLAGE O1 North Ocean Avenue or HAMI.FTPf Cutchogue Patcho¢ne. Now York 11771 /•' Room 105 \� )3LS 5.131RU 9 MUST 13E TYPED OR PW ONLY PRIOR 1'O RECORWNG NTED IN HLACT IN (M O.xi1'iL1NG. (OVER) 1 Dear Tavpaver, Your SaTIN(RCLIon of uiarignge hes been filed In nW nflic:r:and 12,11)et1C10eing(lit origirml copy furyour recurd1 . it a 1)(1[7(011 of year 1110t1th(y mortgage payment Included vour property taxes.ypu tvi11 now need ul £.ont:rcl ynur local Town Tax 12ecelver tin thrd )•nu nhtii •d dinretty tnr all furore nro •rh.• ullls. �' • Local properly Wes 1irr.paynhle hviee a year: on or b4(nre Januaq• 177"and on or belt re Play 31". Valium to niakr. peynn:nts In a timely fashion could result In a penalty. Plastic contact your local Town Tax Receiver with any questions regarding property tax payment. Bullvlou Tuwv Rn rival a('I'axrs Hivcrhead ToWn Henelver or Taws —'(xi wast Sunrise lughway 200 flnwrll Avenue Nnrth I.Indenhnml, N.V. 11757 Riverhead, N.Y. 11901 (C31)057 3004 (($2,1)727.3200 l iruokliutven Toni Receiver of TAxiN Shelter Island Town Receiver of Taxca 250 Fast Main Street Shelter Inland Town Hall Pori Jeffemon. MY. 11777 Sheller Island. N.Y. 11984 (031)479.0236 (631) 710-3.138 Euel Huurptuu-Tuwn He.ivarcf Taxes Sutitlltown'I'owrl Hccrgver lit lnxom 300 Panligo llkvvi 99 West Main Stroct Hast Hampton, N.Y. 11937 Rmllhlown, N.Y. 11787 (61711 724.2770 (H;i 1) 360 7610 hiuntIngtun Town Receives of Taxes Southampton Town Receiver of'raxes I(M) Main Sirrrr Illi Hampton Road HunlL](fton.N.X. 11743 Southampton. N.Y. 11968 ((2,11) 351-3217 (631)263-6514 Islip Town Rccelver of lI txco Southold Town l(ccelver of Tim:: 40 Nas!au Avenue 51095 Main Street Islip. N.Y. 11761 Suolhold, N.Y. 11971 (031)224 5580 KI I) 78.5 180A Sincerely, O'ed/P 4-14L mlward P. K;rLafthle Suffolk Cotmty Clerk dw 2199 ROW 1 V106791 L 7n�/^�-� GRANT RASIMENT,\made thie�L day of ) ]Of�, residing at rYln_inn / -,�i l 1(i Q'(1�� Int.l'. 1�-I o�r ' (hereinafter referred to as -Grantor--) to VERISON NEW YORK Me. (formerly known AS Now York Telephone Company), a corporation of the State of now York, having its principal office at 1096 Avenue of the America,, New, York, New York (hereinafter referred to a, •Orantes•). WHEREAS, the Grantor owns in fee a certain parcel o! land situated I DIST. 0100, SNC. 096.00 SLX. 01.00, LOT. 019.001, in the county of swff^la State of New York, AS Shown on EINIEIT -,J_•, attached hereto j and hereby made part of this Grant. Ill NOW, TRSEE YORE, WITNESSMi ►IESTI That for and in Consideration of the cum on One Dollar ($1.00) in hand paid by the Grantee to Grantor, the receipt of which is hereby 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 iburied cable, pedestals, conduits, manholes, poles and such crossarms, guys, atuba, anchors, cables, wires and fixtures as the Grantee may true time to time deem necessary upon, over, under and along the said land and ithe highwaysadjoining or upon said land, approximately as shown an Exhibit a together with the right of ingress and egress to exercise all of the rights herein granted and with the right to trim any trees and roots along said lines, se reasonably necessary, to keep the said facilities free and clear from interference on said land and said i highweye. 29CONDO Tho exclusive and Permanent right-of-way and easement abovem I described and herein conveyed is Intended to prohibit the longitudinal or (II parallel occupancy of said sassont strip by others, 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 Orantse•m facilities without the prior written consent of Grantee, but is not intended to prohibit crossing of said easment strip so long as Such crossings do not Interfere with or prohibit the full use Of the easement heroin granted. Grantor agrees with the Grantee, on behalf of himself, him successors and assigns, and as a covenant running with the land, that the grade misting at the time of execution of this grant of easement will remain undisturbed and unchanged. THTRDI The Grantor hereby grotto unto the Granteo, its successors and assigns the right to permit the attachment of the COoManicatlon and electric service wires and facilities of other utility companies and to convey to such ether companies an Interest in the rights granted under this Orant. YODRTNn 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 cost to restore or repair any damage done by that corporation to the property of the Grantor while placing, replacing, relocating, operating, repalring, maintaining, renewing Or removing its facilitiea, and shall nave harmless and indemnity the Grantor from any injury to its property, its employees or the public which may at any time occur through the negligence of that corporation. Grantor has duly executed this grant the day and year first above written. 1 r A e A .. L.S. mit.... Arthur V. Juni.p— e �►e 1�.r„ut�¢..-6c.G�•tc� L.S. Witness Antionette Yahis �I v106723 ROW 1 IIeraxs or waw rout ) COUNTY OIVV ) u#On the a day of in the year C2M before m, the 0 sign tl t 011,d_n , peraonelly appeared ( ill/ personally known tom or pmwd to m on the basis of s tisfac cry vidmnce to be the individual(s) whose nams(a) is (ars) subscribed to the within Lnetrumnt and acknowledged to m that ha/she/they executed the am" in his/her/their oepaoity, and that by his/her/their ■Lgnatura(s) on the instrument, the individual(@), or the person upon behalf of which the indLvidual(s) acted, executed tM instrument. II . Notary Public I I ' S-13 121!9 CSL cA(ilNf; PLACE CAGLE.W VEQIZO,J vXmUS& caoboI-- U6 i to, rF yvµ P.421 21AS 4 o!! Qt:1 Z MAP OF: 21ss5 cau.TrY 12a 4a KEY 1000-096-00-01 00-019-001 PROPOSED LOCALITY: Cu-mi4o&uE. U&� TOWN OF: SouTHoLD uu ASEr-9 .,4D cABcb COUNTY OF: SUFFOLK STATE OF:.NEW YORK EXHIBIT "A s.i7a-x aye S.G c PLEASE RETURN TO:NEW YORK TELEPHONE Co. eS:Li. :w i 301 NOL OCEAN AVE PAYCNOSUE•N.Y.77772 di :1i:3 i;: ATT:MV SUPV. .J;twab-4 p;anp, ROM w GG:cZ+!0 C: E-re ixx; 'r7d3't4L'U3E COMMON DRIVEWAY DECLARATION I THIS INDENTURE made this �p day of �flrulla l ,2003, by Chris Mohr. residingat 1425 SACoibS L#Ae E I SOu'il�' t/ o Ny Iry►,I and ArthurJunge,residing at qLQ Moo+00 �,LL k8 cLyMA-IJ , ISO i 0WN New York, hardnafter referred to collectively as the"Declarants". WITNESSETH: WHEREAS,Declarants arc the owners of lands in the Town of Southold situate along the northerly side of Route 48,Cutchogue said lads being bounded and described in Schedule A (Joseph Schoenstein), and B(Arthur Junge), said schedules being annexed hereto and made a pan hereof. WHEREAS,Declarants have agreed to ante 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 lawfd 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: i 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 shag 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"u used in this Declaration,shall be deemed to include any hoins,distributees, successors, or assigns of the particular lot owner or lot owners. I Page I of lot owner and his/her heirs,distribute=, successors,and assigns,all of the conditions, obligations, 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, tesurficing, regr evelling, filling in of holes,and all those items necessary to make it convenient and We 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 Junge, or his successor shall determine what maintenance or improvements shall be done on the road and the amount of money to be expanded therefor. The owners of the lots&MR be responsible for equal portions of maintenance. f. All lot owners agree that the roadway shall always be maintained to as to be passable by vehicles: both automobiles and tracks and this shall include prompt repair if any"potholes" or similar defects in the road which cause the roadway to become substandard. g. 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 collated from the other lot 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 doomed the contractor as defnced in the Now York Lien Law. The lot owner who has not paid his/her proportionate share shall subject his/her real property to the lines of the lot owner who has paid his/her short-of maintenance expanse.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 commented 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 stall be liable for all costs and expenses, including but not limited to attorneys fees which are incurred by the other lot owner in recovering the dotiwlting lot owners unpaid share orexperim. h. Notwithstanding anything to the contrary hereirt,each and every lot owner shall repair at Wither sok cost and expense any damage done to the roadway by construction traffic. machinery,or other implements used to the construction of improvements on the particular lot owners 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 sok cost and expense ofJungc or his successor in the interest in the property, Page 2 of 4 b. the width of the driveway shall retrain 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 riot be paved or otherwise improved with any type of impervious surf tcc; 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 peumfsdon of a n4orhy 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 pan of the lards of Junge as set forth in Schedule A other than to the driveway created by this agreement in the area defined in Schedule C. IN WITNESS WHEREOF,the Declarants have hereunto set their hands and seals as of the day and year first above written. Dhu,Junge Chris Mohr STATE OF NEW YORK) COUNTY OF SUFFOLK) r- On the day or-3 in the year 2003 before me,the undersigned personal) appeared Arthur Ju*known to me or proved to me on the basis or satisfactory evidence to be the individual(s)whose names)is(are)subscribed to the within instrument and acknowledged to me that he/shehhey executed the same in his/her/their eaparrty(es),and that by Page 3 of his4w/thdr signuure(s)on the instrument, the individuals) or the person upon behalfof which the individual(s)acted,executed the instrument. Veronica F.Ckfone Notary Public,State of New York No:52.4881408 otary Public Qualified in Suffolk County Commission Expires Deo.31,�DQ STATE OF NEW YORK) )as: COUNTY OF SUFFOLK) On the 16 day of. in the year 2003 before mc, the undersigned personally appeared Chris Mohr,penonafiy sown to no or proved to me the basis of satisfactory evidence to be the individual(s)whose rwne(s)is(are)subscribed to the within instrument and acknowledged to me that hefshafthey executed the same in hislhm/their capacity(ies), and that by hWhedthew 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"State of New York No:5214681406 Qualified in Suffolk Courlq(__/ Public Commission Expires Dec.31, Page 4 of 4 TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK --------------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises ("Premises"): 21855 County Road 48 North side of County Road 48, west of Cox Lane Cutchogue,New York Section 96, Block 1, Lot 19.1 - � ----------------------------- ------ STATE ----STATE OF N« H,4fi / �r ) SS.: COUNTY OF Cir a A ) Arthur V. Junge, being duly swom, 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,Iwillfully cooperate with AT&T and its agents in obtaining any required Approvals. By: V Sworn to before me this d&fAday ofljiP✓2012 TA RY�Pr �Z•�, •6',�J `1' •Cq` tiyq �o r n,r muO United States Code J United States Code J 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. (J) Eligible facilities request - For purposes of this subsection, the ter:r, "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 It6 U.S.0 470 et eq. 1 or the National b;no ro:vnental Policy Act Of 1969 l 12 U S.( . I Q) et aeq. I . (b) Federal easements and rights-of-way (1) Grant - If an executive agency, a State, a political subdivision or agency of a State, or a person, firm, or organization applies for the grant of an easement or right-of-way to, in, over, or on a building or other property awned 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 c. pecfcnr,. yuan installation, construction, and mainteiiance. ;') 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 Adruinistrator of General Services shall establish s fee for the grdnT of an easement or right-of-way pursuant to paragraph (1) that is based cn direct cost recovery. (B) Exceptions - The Administrator of General Services may establish ezreprions to the fee amount required under subparagraph (A)- (i) in consideration of the public benefit provided by a grant or 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 er.enit ive 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 contrarts 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 rhe Federal (.overnment, unless the Administrator of General Services decides that issues with respect to the siting of a wireless service antenna stricture on a specific building or other property warrant nonstandard treatinent o. 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 aoency" has the meaning given such term in section 1" of -I'l' 40. iub.L. t12-96, title VI, Sec. 6409, Feb. , _: L.', I Stat_ -... REFERENCES IN TEXT _ Section 704 of the Telecommunications Act of 1996, referred to in subsets. . (a) (1) and (U.(1), is section 704 of Pub.L. 104-104, which amended section 332 of this title and enacted a provision set out as a note under section 332 of this title. The National Historic Preservation Act, referred to in subsec. (.i il; , is Pub.L. 89-665, Oct. 15, 1966, 80 Stat. 915, whirr. is cl.issified generally to subchapter II (Sec. 4-]0 et seq. , If ,li-pi I LA r T 1 1 I(, r;onservatiou. For complete classrfr ariIll or th -1, , se, rion 470(a) of this title and Tables. The National Environmental Policy Act of 1969, referred to in subsec. (a) (3), is Pub.L. 91-190, San. 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 p 2012 CCH Incorporated or its affiliates 1 New Cingular Wireless PCS,LLC(AT&7) RF Exposure Analysis for Proposed New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYCENY1027 21855 COUNTRY ROAD 48, CUTCHOGUE, NY 11935 January 22, 2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications, Inc. 1 New Cingular Wireless PCS,GLC(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 GSM1900: 4-4-4 UMTS 1900: 2-2-2 UMTS850: 2-2-2 LTE700:2-2-2 Type of antenna Andrew DBXNH-8585A-A2M for GSM Kathrein 80010121 UMTS Andrew DBXNH-8585A-A2M for LTE Power per channel(Watts ERP) GSM850: 316 Watts GSM 1900: 600 Watts UMTS850: 316 Watts UMTS 1900: 600 Watts LTE700: 524 Watts To of Antennas feet AGL 72' Antenna 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" i A.G.L. RAD CENTER OF VERIZON ANTENNAS 100-0 i A.C.L. RAD. CENTER OF T-MOBILE ANTENNAS 90'-0" t A.G.L. RAD. CENTER OF NEXTEL ANTENNAS A 80�-0` 3 A.G.L PROPOSED RAYCAP DCB DOME ON NEW PIPE MAST ON T-ARM TOP OF AT&T ANTENNAS (TYP. ALL SECTORS) (S ET 1102/A05) FORMOUNTI (SEE DETAIL 1116/AO5) .__... INSTALL (2) PROPOSED MS ON T-ARM (TYP. ALL THREE SECTORS) EXISTWG (1) AT&T ANTENNA TO REMAIN (SEE DETAL 1/AOI) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW AT&T ANTENNA (TYP. ALL THREE SECTORS) (SEE DETAIL 2&3/AD3) SWM (1) AT&T ANTENNA FOR PROPOSED EXISTING MONOPOLE AT&T ANTENNA (TVP. ALL THREE SECTORS) (SEE DETAIL 2&1/AD3) 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 CPS UNIT & PROPOSED 1/2" COAX CABLE ROUTED TO BBU (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) (SEE DETAIL 1121A/AOS) EXISTING AT&T ICE BRIDGE EXISTING VERIZON EXISTING EQUIPMENT CABINETSEQUIPMENT SHELTER EXISTING CHAINUNK FENC EXISTING CHAINUNK FENCE TOP OF GRADE 4 New Cingular Wireless PCS, LLC(AT&T) 3. RF Exposure Prediction The following equations established by the FCC, in conjunction with the site data,were used to determine the levels of RF electromagnetic energy present in the vicinity of the proposed facility: 0.64* N*EIRP(B) PowerDensity = )T*R2 (new/cmz) Eq. I-Far-field Where, N= Number of channels, R= distance in em from the RC (Emission Center) of antenna, and EIRP(0) =The isotropic power expressed in milliwatts in the direction of prediction point. P lch*N *10' PowerDensity = 2*P. *R *h* / (mw/cm2) Eq. 2-Near-freld Where P;,/ch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985, the FCC established rules to regulate radio frequency (RF) exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules, which were further amended in August 1997 by a Second Memorandum Opinion and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.z Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. I RF exposure is measured and predicted in terms of power density in units of milliwatts (mW), a thousandth of a watt, or microwatts (p W), a millionth of a watt, per square centimeter (cm' ). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. z 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 100 W o_ a 10 0 Y 0 1 O V 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance From Antenna, ft Cumulative percentage of FCC uncontrolled limit by distance. See Exhibit A for graphic breakdown of individual systems power density by distance. 6. Conclusion at street level This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all existing and proposed transmitters. In actual operation, many of the transmitters will operate intermittently and therefore the actual levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is well below the Maximum Permissible Exposure limit established by the FCC. 6 New Cingular Wireless PCS,LLC(AT&T) 7. FCC Limits for Maximum Permissible Exposure (MPE) Power Density (mWkf9 100 Ocoupa60MI 4 1 ,' --------' General Publk 5.0 ' , 14 + a,s , I I I I I I Y1 ! 0.3 1.34 3.0 30 300 1,500 100,000 Frequency(MHz) 8. Exhibit A— individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 z 10 c 0 Q� 1 0 a 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 s .4 10 c N 1 0 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(AMT) 10000 AT&T UMTS Cellular band 1000 3100 z Z" 10 N 1 0 0- 0.1 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground , ft 10000 AT&T UMTS PCS band 1000 3 100 z N 10 c a� 1 0 o_ 0.1 0.01 Lj IYU VV 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at Eft above ground, ft 9 New Cingular Wireless PCS,LLC(AMT) 10000 AT&T LTE 700Mhz band 1000 100 1 10 d 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 1000 N 100 I_ U Y 10 N 1 C N 0 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 100 U 10 c 1 N D 4� 0.1 03 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 100 NC C U 3 10 N 1 c N 0.1 IVVV 0 d 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft New Cingular Wireless PCS, LLC(AT&T) T-Mobile AWS band 10000 1000 100 N E 10 N 1 c m 0.1 0 0 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon 700 band 10000 - 1000 100 N E U 3 10 'a 1 c N 0.1 0 CL 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 12 New Cingular Wireless PCS, LLC(AT&T) Verizon Cellular band 10000 1000 100 E U 10 1 w 1 C N 0.1 O CI-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 U Y 10 N 1 C 4) 0.1 O d 0.01 0.001 0.1 1 10 100 1fa0 10000 Horizontal Distance from Antenna @ O above ground, ft 13 New Cingular Wireless PCS, LLC(AT&T) Metro PCS band 10000 - 1000 E 100 U '3 1 10 c 1 N D 0.1 0 VM n 0.01 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) Limits for Occupational/Controlled Exposure FrequenCy Eiectric Field Magnetic Field Power Density Averaging Ti-ne Range Strength (E) Strength (H) (S) IEIZ. IHI'or 5 (MHz) (V/m) (A(m) Ow/am') (minutes) 0.3.3.0 614 1.63 (100)* 6 3.0-30 1842/f 4.691f (900/f)* 6 30.300 61.4 0.163 1.0 6 300-1500 -- f/300 6 1500.100,000 5 6 (B) Lirtdtt for General Population/Uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Rage Strength (E) strength (H) (S) JEI', IHI'or S (MHz) (Wm) (Alm) (mW/an') (minutes) 0.3.1.34 614 1.63 (100)* 30 1.34.30 824/f 2.19/f (180/R)* 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 pourer density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where oeapatiawUoontrolled limits appy provided he or she is mac aware of the potential for exposure. NOTE 2: General populatim1uncontrolled exposures appy in s"tions in which the general public may be exposed,or in which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 15 New Cingular Wireless PCS,LLC(AT&T) ATTACHMENT B INFORMATION 1 The signs must be posted in a visible area at each entrance to the site and at i localized areas. 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr. Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References I1] 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 Radiofrequency Radiation,Notice of Proposed Rulemakine,ET Docket 93-62, 8 FCC Red 2849(1993). [3] Guidelines for Evaluating the Environmental Effects of Radiofrequency 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 Radiofrequency Radiation, Second Memorandum Opinion and Order,ET Docket 93-62,adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 16 + PAUL J . FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 250 East Broad Street • Suite 1500 • Columbus,Ohio 43215-3708 Date: December 18, 2012 Steve Tuttle Paul J Ford and Company Crown Castle USA Inc. 250 E. Broad Street, Suite 1500 8 Parkmeadow Drive Columbus, OH 43215 Pittsford, NY 14534 614.221.6679 585.899.3445 bkermode@pjfweb.com Subject: Structural Modification Report Carrier Designation: AT&T Mobility Co-Locate Carrier Site Number: NYCENY1027 Carrier Site Name: CUTCHOGUE Crown Castle Designation: Crown Castle BU Number: 806579 Crown Castle Site Name: NY CUTCHOGUE 958280 Crown Castle JDE Job Number: 198760 Crown Castle Work Order Number: 561648 Engineering Firm Designation: Paul J Ford and Company Project Number: 37512-2161 BP R1 Site Data: 21855 COUNTRY RD, CUTCHOGUE, Suffolk County, NY Latitude 41° 1'46.57", Longitude-72°29'50.29 108.5 Foot-Monopole Tower Dear Steve Tuttle, Paul J Ford and Company is pleased to submit this "Structural Modification Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 510864, in accordance with application 157087, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC4.7: Modified Structure w/ Existing + Reserved + Proposed Equipment Sufficient Capacity Note.See Table t 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 uNIS viding our continuing professional services to you and Crown Castle USA Inc. If you have 0 urther assistance on this or any other projects please give us a call QP Respectfully submitted by: W 4-cOm Q N w Brian K. Kermode, PE, SE j 079823 Project Engineer �)� pgOFES` tnxTower Report-version 6.0.3.0 J AN 1 81013 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information 3)ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2)Assumptions 4)ANALYSIS RESULTS Table 4—Section Capacity (Summary) Table 5 -Tower Component Stresses vs. Capacity 4.1) Recommendations 5)APPENDIX A TNX Tower Output 6) APPENDIX B Base Level Drawing 7)APPENDIX C Additional Calculations tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 3 1) INTRODUCTION This tower is a 108.5 ft Monopole tower designed by ENGINEERED ENDEAVORS, INC. in August of 1991. The tower was originally designed for a wind speed of 80 mph per EIA-222-D. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of the ANSI/TIA-222- G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas', with ANSI/TIA-222-G- 1-2007 and ANSI/TIA-222-G-2-2009 Addenda using a 3-second gust wind speed of 120 mph with no ice, 50 mph with 0.75 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1. Table 1 -Proposed Antenna and Cable Information Center Number Number Feed Mounting Line Antenna ofAntenna Model of Feed Line Note Level(ft) Elevation Antennas Manufacturer Lines Size(in) (ft) 3 alcatel lucent 9442 RRH 700 3 alcatel lucent 9442 RRH AWS 3 andrew DBXNH-6565A-A2M w/ ! 1 3/8 70.0 70.0 Mount Pipe 2 3/4 3 andrew DBXNH-8585A-A2M w/ Mount Pipe 1 raycap DC6-48-60-18 8F tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 4 Table 2 -Existing and Reserved Antenna and Cable Information Center Number Number Feed Mounting Line Antenna Level (ft) Elevation of Manufacturer Antenna Model of Feed Line Note (ft) Antennas Lines Size(in) 110.0 6 kathrein 800 10504 w/Mount Pipe ` 12 1-5/8 __ 108.0 108.0 1 tower mounts T-Arm Mount[TA 702-31 1 3/8 3 antel BXA-171090/8CF w/ Mount Pipe 104.0 2 6 ante) BXA-70090/4CF w/ Mount" 102.0 Pipe 6 rfs celwave FD9R6004 102.0 1 tower mounts Platform Mount[LP 602-1]! 12 7/8 1 1 3/8 100.0 1 comsat rsi A-18A24N-U 3 andrew E15S08P80 3 andrew E15S09P94 TMBXX-6516-R2M w/ 88.0 90.0 6 andrew Mount Pipe 24 7/8 1 6 ems wireless RR65-19-02DP w/ Mount Pipe 88.0 1 tower mounts T-Arm Mount[TA 602-3] 78.0 1 tower mounts Platform Mount[LP 303-1] ......_................... 78.0 80.0 12 decibel DB845N65ZAXTw/ 12 7/8 1 Mount Pipe 6 andrew ETD819G-12UB 6 andrew ETM19OG-12UB 6 clearcomm 12 7/8 1 CCDP-565-1W technologies 70.0 70.0 3 kathrein 800 10121 w/ Mount Pipe 3 powerwave 7250.02 w/Mount Pipe technologies 3 powe wave t 7770.00 w/ Mount Pipe echnologies 1 tower mounts T-Arm Mount [TA 601-3] 1 --- 30.0 30.0 1 maxrad GPS-TMG-26NMS 1 1/2 2 1 tower mounts Pipe Mount[PM 601-1] Notes. 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Stmctural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 5 3)ANALYSIS PROCEDURE Table 3-Documents Provided Document Remarks Reference Source 4-GEOTECHNICAL REPORTS FDH, 04-1016E, 10/12/2004 949960 CCISITES 4-POST-MODIFICATION PJF, 41704-0162, 12/5/2005 1150968 CCISITES INSPECTION 4-POST-MODIFICATION GPD, 2010111.68, 8/26/2010 2710931 CCISITES INSPECTION 4-TOWER FOUNDATION NYNEX, 7/31/1991 260900 CCISITES DRAWINGS/DESIGN/SPECS 4-TOWER REINFORCEMENT GPD/Aero, 2010111.14, 5/26/10 2619474 CCISITES DESIGN/DRAWINGS/DATA 4-TOWER STRUCTURAL PJF, 37512-2161, 8/23/12 3309282 CCISITES ANALYSIS REPORTS 3.1) Analysis Method tnxTower(version 6.0.3.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. 4) Monopole was reinforced in conformance with the referenced modification drawings. 5) Monopole will be reinforced in conformance with the attached proposed modification drawings. 6) Existing 2.5" diameter Dywidag anchors have been considered to be ineffective due to capacity of anchor brackets. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 6 4) ANALYSIS RESULTS Table 4-Section Capacity (Summary) Section Elevation(ft) Component Site critical P(K) SF'P_allow Y Pass t Fail No. Type Element (K) Capacity L1 108S-100.5 Pole TP12xl2x0.375 1 -1.91 431.40 26.6 Pass L2 100,5-160 Pole TP14.5xl2x0.375 2 -1.92 431.40 26.6 Pass L3 100-82.25 Pole TP 1 A.5568x14.5x01875 3 -3.89 785.63 89.5 Pass _ L4 4__ 82.25_- Pole TP18.7663x18.5568z04923 : 4 -4.03 2135.41 355.6 pass 81.3333 : L5 81.3333- Pole TP19.8329xl8.7663x1.0545 5 -6.65 j 4700.05 22.2 pass 76.6667 L6 766667- Pole TP20.5387x19.832904547 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 664167 B ' 66.4167 Pole TP23.1648x21.7666x0 4801 8 11.98 2584.97 73.6 6pass 0.1 7 _._ 60 _.___------- _ .. _._.... L9 .17- Pole TP29.0368x23.1648x0.4966 9 -17.46 3255.05 91.8 pass 33.9351 L10 33.9351 - Pole TP29.2292x27.1193x0.5393 10 -20.27 3672.53 92.5 pass 30.5 L11 30,5-28.75 Pole TP29.6177x29.229245905 11 -20.87 4068.51 85.6 Pass L12 2875- Pole TP32.4203x29.61774.6252 12 -25.22 4717.67 85.0 Passe 16.125 L13 16.125- Pole TP33.1418x32.4203x0 6135 13 -26.38 4736.21 87.3 pass 12.875 L14 12.875- Pole TP34.1963x33 1418x0 6385 14 -28.16 5085.22 85.0 pass 8.125 L15 '.,8.125-5.875 Pole TP34.6958x34.1963x0 5937 15 -28.98 4805.25 91.5 Pass L16 5.875-4.5 Pole TP35.00104.6958x0.5923 16 -29.48 4836.94 91.9 Pass L17 4.5-35 Pole TP35.223x35.001z0.6653 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(1-10) . 92.8... .Pass RATING= 92.8 Passe 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 7 Table 5 -Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass/Fail 1 Anchor Rods 0 77.9 Pass 1 Base Plate 0 92.8 Pass 1 Base Foundation Steel 0 75.3 Pass 1 2 Base Foundation 0 46.1 Pass Soil Interaction Extension 1 Connection 100 25.7 Pass Structure Rating (max from all components) = 92.8% Notes: 1) See additional documentation in"Appendix C—Additional Calculations"for calculations supporting the%capacity consumed. 2) Foundation Analysis Notes:According to the procedures prescribed and agreed to by the Crown Castle Engineering Foundation Committee, held in January 2010,the existing caisson foundation was analyzed using the methodology in the software'PLS-Caisson'(Version 8.10,or newer,by Power Line Systems, Inc.). 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 ' 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 r December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 9 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: Tower is located in Suffolk County, New York. Basic wind speed of 120 mph. Structure Class II. Exposure Category C. Topographic Category 1. Crest Height 0.00 ft. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options Consider Moments-Legs Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments-Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments-Diagonals J Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification J Use Clear Spans For Wind Area Ignore Redundant Members in FEA J Use Code Stress Ratios J Use Clear Spans For KL/r SR Leg Bolts Resist Compression J Use Code Safety Factors-Guys Retension Guys To Initial Tension All Leg Panels Have Same Allowable Escalate Ice J Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz J Use Azimuth Dish Coefficients J Consider Feedline Torque Use Special Wind Profile J Project Wind Area of Appurt. Include Angle Block Shear Check Include Bolts In Member Capacity Autocalc Torque An Areas Poles Leg Bolts Are At Top Of Section SR Members Have Cut Ends J Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing(4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC.6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Tap Bottom wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft _ Sides in in in in Ll 108.50-1 CC 50 800 000 Round 12.0000 12.0000 0.3750 A53-13-35 (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 61.33-;6.67 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) LB 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) 1-9 60.17-33.94 26.23 4.13 12 23.1648 29.0368 04966 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) 111 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 (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 int in in in m3 in' Int in _ Lt 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 1-3 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 24890 2.36 L6 20.5325 28.3735 1359.9517 6.9374 10.2734 132.3756 2755.6309 13.9646 4.0966 9.009 21.2632 29,4069 1514.0213 7.1900 10-6390 142.3083 3067.8176 14.4732 4.2857 9.425 L7 21.2632 58.5408 2873.9023 7.0210 10.6390 270.1285 5823.3052 28.8120 3.0199 3.258 22.5345 62.2063 3448.2575 7.4606 11.2751 305.8290 6987.1045 30.6161 3.3490 3.613 L8 22.5345 32.9080 1903.2532 7.6206 11.2751 168.8012 3856.5070 16.1963 4.5468 947 23.9820 35.0695 2303.4593 8.1211 11.9994 191.9652 4667.4331 17.2601 4.9215 10.251 L9 23.9820 36.2483 2377.4273 8.1152 11.9994 198.1295 4817.3122 17.8403 4.8772 9.821 30.0611 45.6382 4744.9087 10.2174 15.0411 315.4637 9614.4715 22.4617 6.4509 12.99 L10 29.2684 46.1599 4162.5632 9.5156 14.0478 296.3141 8434.4816 22.7185 5.8226 10.796 30.2603 49.8240 5234.5727 10.2710 15.1407 345.7282 10606.663 24.5219 6.3880 11.844 4 111 30.2603 54.4575 5700.9642 10.2526 15.1407 376.5320 11551.699 26.8023 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 11799 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 013717.7137 559.8203 20053 475 33 9546 7.4535 11 674 7 L15 35.4026 64.2364 9257.925' 12.0297 177137 522.6426 18754066 31.6152 7.5735 12.757 2 35.9197 65.1913 9676.9303 12.2086 17.9724 538.4324 19608.084 320852 7.7074 12.982 3 tnxTower Report-version 6.0.3.0 t December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 11 Section To Dia. Area 1 r C UC J It/Q w wR in int in° in in in' in° _ _ int 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 GmdeAdjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness A, Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft' in in in L1108.50- 1 1 1 100.50 L2100.50- 1 1 1 100.00 L3100.00- 1 1 1 82.25 L4 82.25- 1 1 1 81.33 L581.33- 1 1 1 76.67 L6 76.67- 1 1 1 73.58 L7 73.58- 1 1 1 66.42 L8 66.42- 1 1 1 60.17 L9 60.17- 1 1 1 33.94 L10 33.94- 1 1 1 30.50 L11 30.50- 1 1 1 28.75 L12 28.75- 1 1 1 16.13 L1316.13- 1 1 1 12.88 L1412.88- 1 1 1 8.13 L15 8.13-5.88 1 1 1 L16 5.88-4.50 1 1 1 L17 4.50-3.50 1 1 1 L18 3.50-0.00 1 1 -1- Feed 1_Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA, Weight or Shield Type Number ft .._It�/ff pl/ _._._.. 860 10033(3/8) C No CaAa(Out Of 10800-0.00 1 No Ice 0.00 0.00 Face) 112 Ice 000 0.50 1"Ice 0.00 1.61 AT158J50(1 5/8") C No CaAa iOut Of 108,00-000 10 Nc Ice 0.00 0.70 Face) 112Ice 0.00 2.21 1" Ice 0.00 4.34 AT158J50(1 5/8") C No CaAa(Out Of 108,00-000 2 No Ice 0.20 0.70 Face) 1!2"Ice 030 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 CCI 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 ft ft Ift plf LDF5-50A(7/8") C No Inside Pole 1 D0.00-0.00 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 9000-000 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(718") C No Inside Pole 7000-000 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 70,00-000 1 No Ice 0.00 0.06 3/8) 1/2"Ice 0.00 0.06 1"Ice 0.00 0.06 WR-VG86ST-BRD( C No Inside Pole 7000-0.00 2 No Ice 0.00 0.59 3/4) 1/2"Ice 0.00 0.59 1"Ice 0.00 0.59 LDF4-50A(1/2") C No CaAa(Out Of 3000-0.00 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 CAA, Weight Sectio Elevation In Face Out Face n ft ft, ff ft, ft, 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 0198 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 00C 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 0000 0.000 0.000 0.00 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 13 Tower Tower Face Aa Ar CAAA CAAA Weight Sectio Elevation In Face Out Face _ n It /tz ft, ftz It, 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 Aa Ar CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n k Leg in 1f= 1t' ft fe 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.SS A 1.382 0.000 0000 0co0 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.Oo0 0.000 0.000 0.00 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 14 Tower Tower Face Ice Ae Ar CAAA CAA, Weight Sectio Elevation or Thickness In Face Out Face n It Leg in /t2 It, R' III _ 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 4.50-3.50 A 1.215 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 1.618 0.09 L18 3.50-0.00 A 1.118 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 5.452 0.30 Feed Line Center of Pressure Section Elevation CPI CPI CPI CPI Ice Ice R _ 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 K, K, Section Record No. Segment No Ice Ice Elev. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert h /t its tt' K il it (2)800 10504 w/Mount A From Leg 4 OC 0.0000 108.00 No Ice 3.59 3.18 0.04 Pipe C OC 1/2" 401 3.91 0.07 2.00 Ice 4.42 4.58 0.11 1" Ice (2)800 10504 w/Mount B From Leg 4 OC 0.0000 108.00 No Ice 3 59 3.18 0.04 Pipe 0 OC 1/2" 4 01 3.91 0.07 2.00 Ice 442 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 17Z 4 01 3.91 0.07 tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 15 Descnption Face Offset Offsets: Azimuth Placement CAAA CAA, Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft f ft, K it 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)6XA-70090/4CF wl 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-70090/4CF w/ C From Leg 4.00 0.0000 102.00 No Ice 3.97 3.88 0.03 Mount Pipe 0.00 1/2' 4.39 4.49 0.07 2.00 Ice 4.83 5.12 0.11 1"Ice 6XA-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 wl 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 602-11 C None 0.0000 102.00 No Ice 32.03 3203. 1.34 1/2' 38.71 38.71 1.80 Ice 45.39 45.39 2.26 1" Ice (2)TMBXX-6516-R2M 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.i3 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 CC/BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 16 Description Face Offset Offsets: Azimuth Placement CaAn CgAn Weight or Type Horz Atljustmen Front Side Leg Lateral t Vert ft ft R ft, K ft ft Mount Pipe 0.00 1/2" 6.67 5.62 0.09 2.00 Ice 7.19 6.50 0.14 1" Ice (2)RR65-19-02DP w/ B From Leg 4.00 0.0000 88.00 No Ice 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 1/2" 6.67 5.62 0.09 2.00 Ice 7.19 6.50 0.14 1"Ice E15S09P94 A From Leg 4.00 0.0000 88.00 No Ice 0.66 0.37 0.01 0.00 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 12" 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 O,67 0.33 0.02 1"Ice T-Arm Mount[TA 602-31 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 8.15 0.16 1"Ice (4)DB845N65ZAXT wl B From Leg 4.00 0.0000 78.00 No Ice 6.07 6.39 0.04 Mount Pipe 0.00 1/2" 6.61 7.33 0.10 2.00 Ice 7.14 8.16 0.16 1"Ice (4)DB845N65ZAXT 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 303-1J 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 � l December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 17 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft, ft K k ft 800 10121 wl 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 0.00 0.0000 70.00 No Ice 2.15 0.48 0.03 35 0.60 0.04 0.00 Ice 2.55 0.74 0.06 1"Ice (2)ETD819G-12UB C From Leg 4.00 000 0.0000 70.00 No Ice V5 048 0.03 2.35 0.60 0.04 0.00 Ice 2.55 0.74 0.06 1"Ice (2)ETM190G-12UB A From Leg 4.0000 0 0.0000 70.00 No Ice '.06 0.45 0,02 .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 1.06 045 0.02 0.00 1/2" 1.21 0.57 0.02 0.00 Ice 1.37 0.71 0.03 1"Ice (2)CCDP-565-1 W A From Leg 0.00 0. 4.00 0.0000 70.00 No Ice 52 0.23 0.01 0.00 Ice 0.73 0.31 0.01 1" Ice (2)CCDP-565-1 W B From Leg 4.00 0.0000 70.00 No Ice 0.52 0.16 0.01 0.00 1/2" 0.62 0.23 0.01 0.00 Ice 0.73 0.31 0.01 1"Ice (2)CCDP-565-1 W C From Leg 4.00 0.0000 70.00 No Ice 0.52 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 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 00000 70.00 No Ice 3.53 1.60 0.04 0.00 1/2" 3.80 182 0.06 0 00 Ice 4 08 2.06 0.09 1"Ice 9442 RRH 700 B From Leg 400 0.0006 70.00 No Ice 353 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 400 0 0000 70.00 No Ice 3.53 1 60 0.04 0.00 1/2' 380 1.62 0.06 0 00 Ice 4.06 2.06 0.09 1"Ice 9442 RRH AWS A From Leg 4 CC 00000 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 CAAn C,,AA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft f ft 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-SF 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-A21ill 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 601-31 C None 0.0000 70.00 No Ice 10.90 10.90 0.73 1/2" 14.65 14.65 0.93 Ice 18.40 18.40 1.13 1"Ice GPS-TMG-26NMS A From Leg 4.00 0.0000 30.00 No Ice 0.16 0.16 0.00 0.00 1/2" 0.21 0.21 0.00 0.00 Ice 0.28 0.28 0.01 1"Ice Pipe Mount[PM 601-11 C None 0.0000 30.00 No Ice 3.00 0.90 0.07 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 Vert ft it ft f 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 341 0.05 0.00 1"Ice 3.68 006 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e I C, q, DF Da As F IN Cto Elevation Weight Weight a Face c psf ft K K e f1 I K r77 L1108.50- 0.06 0.37 A 1 1.2 45 1 1 8.000 0620 C 100.50 B 1 1.2 1 1 8 000 C 1 1.2 1 1 8 000 12 100.50- 0.00 0.03 A 1 1.2 44 1 1 0.552 0.043 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 19 Section Add Self F e C, q, D, De AE F W Ctd. Elevation Weight Weight a Face c psf ft K K e K off 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 -10 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 -1130.50- 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 -15 8.13- 0.07 0.50 A 1 1.2 30 1 1. 6.686 0.33 145.00 C 588 6 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 70645 14.21 kip-ft Tower Forces - No Ice - Wind 60 To Face Section Add Sell F e C, q, Dc De Ae F W Ctrl. Elevation Weight Weight a Face C Ps/ ft K K e ftp K If L1 108.50- 0.06 0.37 A 1 1.2 45 1 1 8.000 0.62 77.301 C 100.50 B 1 1.2 1 1 8.000 C 1 1.2 1 1 8.000 L2 100 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 L3 100.00- 0.28 0.60 A 1 1.2 43 1 i 1 29.352 1.79 100.93 C tnzTower 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 20 Section Add Self F e CF q: DF De AE F W Ctrl, Elevation Weight Weight a Face C list ft K K e ft, K pit 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 12 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 L174.50- 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 AddSelf F e C= q: Dr DR AE F W CM. Elevation Weigh( Weight a Face c psf ft i K K e ft' K pit L1 108.50- 0.06 0.37 A 1 1 7 2 45 1 1 8.000 0.62 7 .30 C 100.50 ��, B 1 1.2 1 1 8.000 j C 1 1.2 1 1 8.000 L2 100 50-�. O.bt 0.03 A 1 1 2 as 1 1 0.552 0.04 83.93 C 100.00 1 B 1 1.2 1 1 0.552 C 1 1 2 1 1 0.552 L3 100.00- 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 t2 1 1 25.311 L4 82.25- 1 0.02 0.09 A 1 1.2 42 1 1 1.476 0.12 1 129.08 C tnzTower Report-version 6.0.3.0 ' December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 21 Section Add Self F e CF q� Dr DR AE F w Cut Elevation Weight Weight a Face c psf ft K K e it, K pit 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 2770 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 LB 66.42- 0.18 0.72 A 1 1.2 40 1 1 12.107 0.87 139.72 C 60.17 B 1 1.2 1 1 12.107 C 1 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 Lt 6 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 12 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 q, DF DF AF F w CM. Elevation Weight Weight a Face c psf R K K e ft' K If L1108.50- 0.80 0.60 A 1 1.2 8 1 1 10.244 0.17 21.69 C 100.50 B 1 1.2 1 1 10.244 C 1 1.2 1 1 10 2aa L2100.50- 0.05 0.04 A 1 12 8 1 1 0.6921 0.01 23.09 C 100.00 B 1 1.2 1 1 0 692 C t 1.2 ! 1 1 C692 L3 100 00- 1.99 1 27 A 1 1.2 8 1 1 30.221 0.46 25.82 C 82.25 B 1 1 2 1 1 30221 C 1 1 2 1 1 30 22' L4 82.25- 0.11 0.13 A 1 1 2 7 1 1 1 72- 003 33.37 C 81.33 B 1 1 2 1 1 1 727 LS 81.33- 0.55 1.18 A 1 1 2 7 1 1 9 543 SII 0.16 3362 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 22 Section Add Self F e Cr q, DF D„ Ae F W FC Elevation Weight Weight a c psf it K K e fe K If 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 73.58 B 1 1.2 1 1 6.216 C 1 1.2 1 1 6.216 L7 73.58- 085 1.80 A 1 1.2 7 1 1 15.000 0.24 34.15 6642 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 L158.13- 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 q, DF DR AF F W Ctrl. Elevation Weight Weight a Face c psf ft K K e ii K plf LI 108.50- 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 L2 100.50- 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 L3 100.00- 1.99 1.27 A 1 1.2 8 1 1 30.221 0.46 25.82 i C 82.25 B 1 1.2 1 1 30.221 C 1 1.2 1 1 30.221 L4 82.25- 0 l- 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 j C 1 1.2 1 1 9.043 L6 76.67- 0.36 j 0.44 A 1 1.2 7 1 1 6.216 0.10 33.94 I 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 23 Section Add Self F e C, q, D, Da AE F w CM. Elevation Weight Weight a Face c psf k K K e ft= K pit 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 15.000 024 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 L1033.94- 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 L1228.75- 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- 049 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 Setl F e CF q, DF D, AE F w CM. Elevation Weight Weight a Face c psf ft K K e ft, K plf 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 12 1 1 0.692 C 1 1.2 1 1 0.692 L3 100.00- 1.99 1.27 A 1 1.2 8 1 1 30.221 0.46 25.82 C 82.25 B 1 12 1 1 30.221 C 1 1.2 1 1 30.221 L4 82.25- 0.11 0.13 A 1 1.2 7 1 1 1.727 0.03 33.37 C 81.33 B 1 1.2 1 1 1.727 C 1 1 2 1 1 1.727 L581.33- 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 9043 C 1 1.2 i 1 1 9.043 L6 76.67- 0.36 0.44 A 1 1 1.2 7 1 1 6.216 0.10 33.94 C 73.58 i B 1 1.2 1 1 6.216 L7 73.58- 0 851 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 Cr q, DF Da AE F w CM. Elevation Weight Weight a Face C psf ft K K e ft K pit 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 L2 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 L11 30.50- 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 L158.13- 0.22 0.62 A 1 t2 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 2168 L16 5.88- 0.13 0.38 A 1 1.2 5 1 1 4.420 0.04 31.24 C 4.50 B 1 1.2 1 1 4.420 C 1 1.2 1 1 4.420 L174.50- 0.09 0.31 A 1 1.2 5 1 1 3.232 0.03 31.24 C 3.50 B 1 1.2 1 1 3.232 C 1 1.2 1 1 3.232 L18 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 Cr qh DF DR AE F w Ctrl Elevation Weight Weight a Face c Psf ft K K e It K pit 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 L3 100.00- 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 I C 76 67 B 1 1.2 1 1 7.770 C 1 12 1 1 7.770 1 L6 76.67- 0.07 0.30 A 1 1.2 9 t 1 5 378 0.09 29.98 1 C 73.58 8 1 1.2 1 1 5.378 C I 1 1.2 1 1 5.378 L7 73.5 0.19 1 47 A 1 1.2 9 1 1 13.070 022 30 55 C 6642 B 1 1.2 1 1 13.070 C t 1.2 1 1 13.070 L8 66.42- 0.18 072 A1 1 i 1.2 9 1 1 12.107 0.20 31.25 C tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 25 Section Add Self F e CF q, Dr De AE F w CM. Elevation Weight Weight a Face c psf It K K e ft2 K If 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 L11 30.50- 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 L174.50- 0.03 0.25 A 1 1.2 7 1 1 3.029 0.03 32.94 C 3.50 B 1 1.2 1 1 3.029 C 1 1,2 1 1 3.029 L18 3.50- 0.10 0.79 A 1 1.2 7 1 1 10.753 0.12 33.32 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 158.02 3.18 kip-ft Tower Forces - Service - Wind 60 To Face Section Add Self F e CF q, DF D, AE F w Ctrl. Elevation Weight Weight a Face c psf ft K K e ft, K off 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 I C 73.58 B 1 1.2 1 1 5.378 C 1 1.2 1 1 5.378 L773.58- 0.19 1.47 A 1 1.2 9 1 1 13.070 0.221 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- 076 366 A 1 1.2 8 1 j 1 59 076 0.86 32.79 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 26 Section Add Self F e CF q, DF D, AE F w Ctrl. Elevation Weight Weight a Face c Psf ft K K e ft2 K Pit 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 90 To Face Section Add Self F e CF q, DF D, AE F w Ctd. Elevation Weight Weight a Face c psf ft K K e ft, K off 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 12 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 6642 B 1 1.2 1 1 1 13-070 C 1 t 12 I 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 ',.2 1 1 12.101 C 1 1 1 2 1 1 12.107 L9 60 33194 0.76 3.66 B 1 1.2 8 1 1 59.076 0.86 32.79 C 59 076 C 1 1.2 1 1 59.076 L10 33.94- 0.10 1.24 A 1 1 2 8 1 1 8.520 0.11 32.70 C tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 27 Section Add Self F e CF q, Dr Da AE F w CM. Elevation Weight Weight a Face c psf ft K K e ft, pif 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 26.75- 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 L2 1 1 4.134 L174.50- 0.03 0.25 A 1 1.2 7 1 1 3.029 0.03 32.94 C 3.50 B 1 1.2 1 1 3.029 C 1 1.2 1 1 3.029 L18 3.50- 0.10 0.79 A 1 1.2 7 1 1 10.753 0.12 33.32 C 0.00 B 1 1.2 1 1 10.753 C 1 1.2 1 1 10.753 Sum Weight: 2.67 16.06 OTM 158.02 3.18 kip-ft Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg-No Ice 3 0.9 Dead+1.6 Wind 0 deg-No Ice 4 1.2 Dead+1.6 Wind 30 deg-No Ice 5 0.9 Dead+1.6 Wind 30 deg-No Ice 6 12 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 died-No Ice 17 0.9 Dead+1.6 Wind 210 deo-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 dea-No Ice 23 0.9 Dead+1.6 Wind 300 deg-Nc Ice 24 1.2 Dead+1.6 Wind 330 deg-Ng Ice 25 0.9 Dead+1.6 Wind 330 deo No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1 0 Vdlyd 0 deg+': 0 ice+1.0 Temp 28 1.2 Dead+1 0 VV,nd 30 deg+', Ice-1 0 Temp 29 1.2 Dead+1.0 Mnc 60 deg+1 0 ice-1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+'. 0 ce+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+'. 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 '.80 deg 0 ce+1.0 Temp 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 28 Comb. Description No. 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg-Service 40 Dead+Wind 30 deg-Service 41 Dead+Wind 60 deg-Service 42 Dead+Wind 90 deg-Service 43 Dead+Wind 120 deg-Service 44 Dead+Wind 150 deg-Service 45 Dead+Wind 180 deg-Service 46 Dead+Wind 210 deg-Service 47 Dead+Wind 240 deg-Service 48 Dead+Wind 270 deg-Service 49 Dead+Wind 300 deg-Service 50 Dead+Wind 330 deg-Service Maximum Member Forces Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n R 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 -077 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 -^v 88 L6 76.6667- Pole Max Tension 0 00 0.00 0.00 73.5787 Max.Compression 26 -25 2' 1.97 -1.60 Max. Mx 20 13 452 D1 5 4 3 Max. My 2 -7.15 8.79 44984 Max.Vy 20 -24 69 452 01 5.13 Max.Vx 2 -2461 8.79 449.84 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 29 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. _ K kip-ft kip-it _ 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 LB 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- Poke 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 3.85 111 30,5-28,75 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -48.12 6.80 4.37 Max.Mx 20 -20.88 2017.74 14.06 Max.My 2 -20.89 24.28 2011 49 Max.Vy 20 -40.62 2017.74 14.06 Max.Vx 2 -40.55 24.28 2011.49 Max.Torque 25 - 3.93 L12 2875- Pole Max Tension 1 0.00 0.00 0.00 16.125 Max.Compression 26 -53.51 8.18 -5.16 Max. Mx 20 -25.23 2546.53 16.53 Max. My 2 -25.23 28.57 2539.14 Max.Vy 20 -43.20 2546.53 16.53 Max.Vx 2 -43.13 28.57 2539.14 Max.Torque 25 4.73 L13 16,125- Pole Max Tension 1 0.00 0.00 0.00 12.875 Max. Compression 26 -54.91 8.51 -5.36 Max.Mx 20 -26.39 2687.90 17.16 Max. My 2 -26.39 29.66 2680.22 Max.Vy 20 -43.82 2687.90 17.16 Max.Vx 2 43.75 29.66 2680.22 Max.Torque 25 4.93 L14 12.875- Pole Max Tension 1 0.00 0.00 0.00 8 125 Max. Compression 26 -57.03 9.00 -5.64 Max. Mx 20 -28.16 2898 15 1808 Max My 2 -28.16 31.26 289004 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 Terson 1 0.00 0.00 0 00 5 875 Max. Compress.on 26 -57.99 9.22 -5.7 Max Mx 20 -28.98 2999.25 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 CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 30 Sectio Elevation Component Condition Gov. Axial Major Axis Minor Axis n ft Type Load Moment Moment No. Comb. K 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 Honzontal,X Horizontal,Z Load K K K Comb. Pole Max.Vert 26 60.48 -0.00 0.00 Max. H. 21 23.43 46.28 0.20 Max.H, 3 23.43 0.32 46.21 Max. 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.H. 15 2343 -0.04 -46.10 Min. M, 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, M, Moment,M, __.__K. - K_ K kip_lt._____ krP-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- 2343 -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.',8 -1620.55 -2.43 No Ice 0.9 Dead+1.6 Wind 30 deg- 2343 23.02 -39.87 -2-86 16 -1608.54 -2.43 No ice 1.2 Dead+1.6 Wind 60 deg- 3'. 24 39.95 -23.02 -1620.37 -2815.32 055 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- 2343 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 CCI BU No 806579 Project Number 37512-2161, Application 157087, Revision 1 Page 31 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M. Moment, M. K K _ K kip-ft kip-ft kip-tt No lce 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 lce 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 ce+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 ce+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 6048 6.34 -3.65 -272.24 -473.57 0.08 deg+1.0 ce+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 ce+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 48840 288.25 0.59 tleg+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 tleg+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 de9+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 ce+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 -454.08 540 -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 26.33 6.45 0.00 0.77 -453 30 0.09 Dead+Wind 120 deg- 26.63 5.59 3.23 227.97 -393 04 0 0 Service Dead+Wind 150 deg- 26.03 3.23 5 59 393 76 -226 40 -C 02 Service Dead+Wind 180 deg- 26.03 0.01 644 453.83 C 20 -0.03 Service Dead+Wind 210 deg- 26.03 -3.22 5.57 392.27 226 87 -0.03 1nxTower 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, Overturning Overturning Torque Combination Moment, M. Moment,M, K K K _�-h 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 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 0001% 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 0002% 10 40.02 -31.24 23.11 -40.02 31.24 -23.11 0000% 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 -2343 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 -2343 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 -2343 -39.98 23.31 23.43 39.98 0.000°/ 26 0.00 -6048 0.00 -0.00 60.48 0.00 0.D01% 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 -6048 0.00 -7.33 60.48 -0.00 0001% 31 6.35 -6048 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 0001% 34 -3.65 -60,48 6.33 3.65 60.48 -6.33 0001% 35 -6.37 -60.48 3.63 6.37 60.48 -3.63 0001% 36 -7.34 -6048 -0.03 7.34 60.48 0.03 0.001% 37 -6.37 -60.48 -3.68 6.37 60.48 3.68 0001% 38 -3.70 -60.48 -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 0004% 41 5.58 -26.03 -3.22 -5.58 26.03 3.22 O 004% 42 645 -26.03 0.00 -645 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 -0.3i 26.03 -6.44 0004% 46 -3.22 -26.03 5.57 322 26.03 -5.57 0.004% 47 -5.62 -26.03 3.19 562 26.03 -315 0.004% 48 -6.4' -26.03 -0.03 6.4' 26.03 0.03 0.004% 49 -5.61 -26.03 -3.24 5.6' 26.03 324 0 004% 50 -3.26 -26.03 -5.59 3.26 26.03 5 59 0 004% 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 33 Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 16 0.00000001 0.00012684 3 Yes 16 0.00000001 0.00009088 4 Yes 19 0.00000001 0.00011769 5 Yes 19 0.00000001 0.00007860 6 Yes 19 0.00000001 0.00011822 7 Yes 19 0.00000001 0.00007894 8 Yes 16 0.00000001 0.00007428 9 Yes 15 0.00000001 0.00012406 10 Yes 19 0.00000001 0.00012390 11 Yes 19 0.00000001 0.00008282 12 Yes 19 0.00000001 0.00011731 13 Yes 19 0.00000001 0.00007821 14 Yes 15 0.00002453 0.00013552 15 Yes 15 0.00000001 0.00009977 16 Yes 19 0.00000001 0.00012012 17 Yes 19 0.00000001 0.00008027 18 Yes 19 0.00000001 0.00011964 19 Yes 19 0.00000001 0.00007987 20 Yes 14 0.00005867 0.00012734 21 Yes 14 0.00004007 0.00009695 22 Yes 19 0.00000001 0.00011843 23 Yes 19 0.00000001 0.00007888 24 Yes 19 0.00000001 0.00012583 25 Yes 19 0.00000001 0.00008409 26 Yes 10 0.00000001 0.00004847 27 Yes 16 0.00000001 0.00008002 28 Yes 16 0.00000001 0.00010541 29 Yes 16 0.00000001 0.00010623 30 Yes 16 0.00000001 0.00007864 31 Yes 16 0.00000001 0.00011418 32 Yes 16 0.00000001 0.00010872 33 Yes 16 0.00000001 0.00008148 34 Yes 16 0.00000001 0.00011664 35 Yes 16 0.00000001 0.00011595 36 Yes 16 0.00000001 0.00008180 37 Yes 16 0.00000001 0.00011128 38 Yes 16 0.00000001 0.00011731 39 Yes 13 0.00000001 0.00006056 40 Yes 13 0.00000001 0.00009435 41 Yes 13 0.00000001 0.00008559 42 Yes 13 0.00000001 0.00006168 43 Yes 13 0.00000001 0.00009577 44 Yes 13 0.00000001 0.00009555 45 Yes 13 0.00000001 0.00006108 46 Yes 13 0.00000001 0.00008879 47 Yes 13 0.00000001 0.00009592 48 Yes 13 0.00000001 0.00006084 49 Yes 13 0.00000001 0.00009214 50 Yes 13 0.00000001 0.00009770 Maximum Tower Deflections - Service Wind section Elevation Herz. Gov. Tilt Twist No. Deflection Load K in Comb. ° L1 108.5-100.5 15.524 45 1.2788 0002 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 766667 L6 766667- 7.834 49 0.9679 0.0006 73 5787 L7 73.5787- 7.220 49 0.9324 0.0006 tnzTower 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 L11 305-2875 1 A 81 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 5875-4.5 0.043 49 0.0701 0.0000 L17 4.5-3.5 0.026 49 0.0534 0.0000 L18 35-0 0.016 49 0.0425 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature It 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 303-1] 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 1005- 100 95.556 22 9.0326 0.0254 L3 100-82 25 94.618 22 9.0200 0.0254 L4 82.25-81.3333 64.182 22 7.1498 0.0160 L5 81.3333- 62.821 22 7.0931 0.0159 76.6667 L6 76,6667- 55.995 22 6.9311 0.0156 735787 L7 73,5787- 51.612 22 6.6771 0.0150 664167 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 111 30.5-2875 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 22 110-9 0.0023 L15 8,125-5 875 0 595 22 0 702' 0.0014 L16 5875-4 5 0.311 22 0 5024 0.0010 L17 4 5-35 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 Till Twist Radius o7 Load Curvature Comb. m tt 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 Comb. in R 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° KI/r A P„ �P„ Ratio No. P. R it ft in' K K �P� 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 TP18.5568xl 4.5x0.1875 17.75 0.00 0.0 11.090 -3.89 785.63 0.005 (3) 5 L4 82.25- TP 18.766308.5568x049 0.92 0.00 0.0 28.970 -4.03 2135.41 0.002 81.3333(4) 23 4 L5 81.3333- TP19.832908.7663x1.05 4.67 0.00 0.0 63.764 -6.65 4700.05 0.001 76.6667(5) 45 1 L6 76.6667- TP20.5387x19.8329x0.45 3.09 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- TP23.1648x21.76664.48 6.25 0.00 0.0 35.069 -11.98 2584.97 0.005 60.17(8) 01 5 L9 6017- TP29.0368x23.1648x0.49 26.23 0.00 0.0 44.160 -1746 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 0 111 30.5-2875 TP29.6177x29.2292x0.59 1.75 0.00 0.0 55.196 -20.87 4068.51 0.005 (11) 05 2 L12 2875- TP32.420U29.61774 62 12.63 0.00 0.0 64.003 -25.22 4717.67 0.005 16.125(12) 52 2 L13 16.125- TP33.1418x32.42030.61 3.25 0.00 0.0 64.254 -26.38 4736.21 0.006 12.875(13) 35 6 L14 12,875- TP34.1963x33.1418x0.63 4.75 0.00 0.0 68.989 -28.16 5085.22 0.006 8.125(14) 85 6 L15 8.125-5.875 TP34.6958x34.1963x0.59 2.25 0.00 0.0 65.191 -28.98 4805.25 0.006 (15) 37 3 L16 5,875-4 5 TP35.001x34.6958x0.592 1.38 0.00 0.0 65.621 -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 - _ - -z------ ---- - - --- - - -- -- Section Elevation Size M- cM.., Ratio M„ mM, Rano No. M,,, ft kip-fl kip-Y oM„ kip ft kip-P, QW L1 108.5 100.5 TP12X12X0 375 34.55 133-7 0 260 0.00 133.07 0 COC (1) 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 36 Section Elevation Size M„ WI Ratio Mw ¢M,,, Ratio No. M,. Mir it kip-ft kip-ft OM,. kip-tt kip-rt Wn, L2 100,5-100 TP14.5x12x0.375 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- TP18.7663x18.5568x0.49 276.17 780.27 0.354 0.00 780.27 0.000 81-3333(4) 23 L5 81,3333- TP19.8329x18.7663x1.05 378.04 1715.96 0.220 0.00 1715.96 0.000 76.6667(5) 45 L6 76,6667- TP20.5387x19.83294.45 453.39 874.13 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 664167- TP23.1648x21.7666x0.48 861.84 1179.15 0.731 0.00 1179.15 0.000 60-17(8) 01 L9 60.17- TP29.0368x23.16484.49 1654.03 1813.22 0.912 0.00 1813.22 0.000 33.9351 (9) 66 L10 33.9351 - TP29.2292x27.1193x0.53 1950.83 2123.63 0.919 0.00 2123.63 0.000 30.5(10) 93 L11 30,5-28.75 TP29.6177x29.2292x0.59 2021.55 2376.67 0.851 0.00 2376.67 0.000 (11) 05 L12 28.75- TP32.4203x29.6177x0.62 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 8.125-5875 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) TP35.223x35.00lx0.6653 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 QV„ Ratio Actual OT Ratio No. V. V„ T„ T� ft K K kip-ft kip-tt L1 1085-100.5 TP12x12x0.375 8.54 215.70 0.040 0.01 202.31 0.000 (1) L2 100.5- 100 TP14.5x12x0.375 8.61 215.70 0.040 0.11 202.31 0.001 (2) L3 100-82.25 TP18.5568x14.50.1875 16.99 392.82 0.043 0.43 594.81 0.001 (3) L4 82.25- TP18.7663x18.5568x0.49 17.19 1067.70 0.016 0.46 1582.13 0.000 81-3333(4) 23 L5 81.3333- TP19.8329xl 8.7663x1.05 24.07 2350.03 0.010 0.66 3479.43 0.000 76.6667(5) 45 L6 76.6667- TP20.5387x19.8329x0.45 24.75 1083.79 0.023 0.80 1772.46 0.000 73.5787(6) 47 L7 735787- TP21.7666x20.5387x0.92 32.11 2292.61 0.014 1.47 3809.13 0.000 66.4167(7) 7 L8 66.4167- TP23.1648x21.7666x0.48 33.49 1292.49 0.026 1.77 2390 94 0.001 60 17(8) 01 L9 60.17- TP29.0368x23.164Sx0.49 38.31 1627.52 0.024 2.87 3676.65 0.001 33 9351 (9l 66 L10 33.9351 - TP29.2292x27.1193x0.53 40.10 1836.26 0.022 328 4306.C7 0.001 30.5 (101 93 L11 30.5-28 75 TP29.6177x29.2292x0.59 4068 2034.26 0.020 3.34 4819 13 0.001 111' 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 '25- TP33.1418x32.4203x0.61 43.87 2368.10 0.019 4.20 6295.86 0.001 12 875 (131 35 L14 12 875- TP34.1963x33.1418x0.63 44 79 2542.61 0.018 4.45 6972.60 0.001 8 125 r(14'; 85 tnxTower Report- version 6.0.3.0 • December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 37 Section Elevation Size Actual OV,, Ratio Actual mT„ Ratio No. V„ V„ T. T. It K K �Vn kip-ff kip-ff 0r L15 8.125-5.875 TP34.6958x34.19630.59 45.22 2402.62 0.019 4.58 6706.22 0.001 (15) 37 L16 5875-4.5 TP35.001 x34.6958x0.592 45.49 2418.47 0.019 4.66 6812.47 0.001 (16) 3 L17 4.5-3.5(17) TP35.223x35.0010.6653 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„ M„ Mr V. T. Stress Stress It @Mnr $V, $T� Ratio Ratio _._. Ll 108.5-1-Ol 0.004 0.260 0.000 0.040 0 000 0,266 1.000 4,82 ✓ (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 4,82 (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 61.3333- 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 4.82 ✓ 73,5787(6) ✓ L7 73.5787- 0.002 0.350 0.000 0.014 0.000 0.352 1.000 4 8.2 ✓ 66.4167(7) ✓ L8 66.4167- 0.005 0.731 0.000 0.026 0.001 0.736 1.000 4 82 60.17(8) L9 60.17- 0.005 0.912 0.000 0.024 0.001 0.918 1.000 4.8.2 1/ 33.9351 (9) ✓ L10 33.9351 - 0.006 0.919 0.000 0.022 0.001 0.925 1.000 4 82 ✓ 30.5(10) ✓ Ll l 30,5-2875 0.005 0.851 0.000 0.020 0.001 0.856 1.000 4,8,2 ✓ (11) ✓ L12 2875- 0.005 0.845 0.000 0.018 0.001 0.850 1.000 4 8.2 ✓ 16.125(12) ✓ L13 16.125- 0.006 0.867 0.000 0.019 0.001 0.873 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 5875-45 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(l8) 0.006 0.922 0.000 0.019 0.001 0.928 1.000 4 8 2 ✓ Section Capacity Table Section Elevation Compcnen! Size Critical P OPelro. % Pass No. ft Type Element K K Capacity Fail L1 108 5 105.5 Pole TP12x12x0.375 1 -1.91 431,40 26.6 Pass L2 100 5-100 Po,e TP14.5xl2x0.375 2 -1.92 431.40 26.6 Pass L3 100-82.25 Poie TP18.5568xl4.5x0.1875 3 -3.89 785.63 89.5 Pass L4 82.25-81.3333 Poie TP18.7663xl8.5568x0.4923 4 4.03 2135.41 35.6 Pass L5 81.3333- Pcie TP19.8329x18.7663xl.0545 5 -6.65 4700.05 22.2 Pass tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 38 Section Elevation Component Size Critical P op� % Pass No ft Type Element K K Capacity Fail 76.6667 L6 76.6667- Pole TP20.5387x 19.8329x0.4547 6 -7.12 2167.58 52.3 Pass 73.5787 L7 735787- 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 1-11 305-2875 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 TP35.00lx34.6958x0.5923 16 -29.48 4836.94 91.9 Pass L17 4.5-3.5 Pole TP35.223x35.00lx0.6653 17 -29.89 5457.21 82.5 Pass L18 3,5-0 Pole TP36x35.223x0.5908 18 -31.20 4965.31 92.8 Pass Summary Pole(1-18) 92.8 Pass RATING= 92.8 Pass 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 39 APPENDIX B BASE LEVEL DRAWING tnxTower Report-version 6.0.3.0 ' December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 40 ,s,..EVE, EE w ,u._ :• �• ••�. •. • ,rl ��•• - o 00 tnxTower Report-version 6.0.3.0 December 18, 2012 112 Ft Monopole Tower Structural Analysis CCI BU No 806579 Project Number 37512-2161,Application 157087, Revision 1 Page 41 APPENDIX C ADDITIONAL CALCULATIONS Program Version 6.0.3.0-12/7/2011 File:G:/TOWER/375—Crown—Castle/2012/37512-2161 BU 806579=0539085 BU806579/37512-2161 Crown an tnxTower Report-version 6.0.3.0 _ _ -----________ loesn T DESIGNED APPURTENANCE LOADING ,I F1 TYPE ELEVATION TYPE ELEVATION m � ' ,(2)80010508 w/Mount Ppe NOB Plai Mouth[-P 30311 180 j I(2)800105W wl Mount Pipe 108 I(4)DBBISN652A%T w/MOuni Ppe JB 1005fl �+ ](2)60010504 w/Mount Pipe 108 I(C)pB8i5N65ZAXT wI Mount Ppe 7B o m 'T-qmi Mount lTq]02-] /IDMountB _ (41 pBBa5N651A%T w)Ppe MOuni Pi ']0 1(2)&X,4].90/4CF w/M unt Pipe 102 10121 w/ ]0 f a 14 ^III I(2)BXA-]0090/CCF w/Mount Pipe 102 160010121 w/Mount Pip. 70 (2)BXA-7D090I4pF el Mount Pipe 102 1(2)ETD819G 12UB 170 BXA-17109018CF el Mount Pipe '102 1(2)ETDBI9G-12UB 40 a B%A�t 71090RCF w/Mount Pipe '102 (3)ETD819G-RUB 70 li 8XW171090IBOFw/Mount Pipe 1102 (2)ETillik 12UB 170 '(2)FDOR60U 1102 _ (1)11 1.."ua 170 1 (2)Fp9R6004 1102 (2)ETM190G-12UE 70 (2)FD9R60W '"2 '2' P-56 >0 a 8-ft undthe 102 '(2)CCDP-%s1W 90 Pli Mount LP 502-1 ,102 ez_3n ISI I (27 ccDP-s6s1w 'ae q-0BA21NU 100 _ DBXkrt.ss A-p2M w/M nl Plpe 70 q (2)TM B.6516R2M wl Mount 80 - 'DBXNHL565A-A2M w/Muni Pipe 71 Pipe --DBXNH-658SA-MM w/Mount Pipe 1,70 _ 76Ifl c)TMBXX-651FR2Mw/Mounl 100 '9442 RRH 700 Pipe 0 (2)RR65-19-02DP wl MounI P'pe 06 9042 RRH]00 70 7364 9442 RH700 170 i(2)RR6619-02DPwIMount Pipe IBB n)RR65-19-02DPwIMount Pipe I58 --�9M2 R0.H AW5 70 J9H2 RRH AWS 70 E15509P94 'B8 —9042 RRH AWS 7p ' L E15509P91 66 DC6<8-661BdF 70 I I E 5809PeC 88 66.4fl 1DBXNH-6585A-q2M w/Mount Pie 70 E15S08P80 Be1p 'DBXNH-BSBSAA$M w/Mount Pipe 170rS a 'E15508P80 ''08 m �DB%NH-fi585ag2M wIM Dunt Pi ] . E15508P00 '.60 pe I D _:T-Arm Mount[TA 60131 ']0 T-Arm Moun11TA R2M 186 602fl —'60010121 w)Mount Pipe 70 0 1 (2.)"-r XE516-R2M wit Mount 88 — p�Po 'Pipe TMG 26N 601-11 '.30 —GPS�TMG-26NM5 130 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy F 1 A53B-35 135 ksi 56 ksi ten Ito 165 ksi 65 ksi j 'P57R66 165 ksi 80 ksi _ks 1 1 mno on in _ TOWER DESIGN NOTES 1. 1. Tower is located in Suffolk County,New York. 1 1 11 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 120 mph basic wind in accordance with the TIA-222-G Standard. 1 4. Tower is also designed for a 50 mph basic wind with 0.75 in ice. Ice is considered to 11 1 increase in thickness with height. Deflections are based upon a 60 mph wind. '� I 1 6. Tower Structure Class l 1. 339 n 7. Topographic Cate o 1 with Crest Height f o 9 9 to 000H 8. TOWER RATING:92.8% �� 3Dsn o _ _ 28.81 j ALL REACTIONS ARE FACTORED AXIAL III 1 r 60 K SHEAR MOMENT 16.1e 7K1571 kip-ft 129A TORQUE I kip-ft 50.mph WIND-0.7500 in ICE m e ft AXIAL 31 K o- Si MOMENT 1 32 73 ® _ m 46 K I_5 nmpr,WIND AE Nc t y � 5 Paid J Ford and Company °` 100'Monopole/Cutchogue 958280 250 E. Broad Street Suite 1500 "'e': F✓F 37512-2161 'BU 806579 - Columbus, OH 43215 CC' ""'° Briar K Kermode _ _ Prone 614 221 6679 a T!t ,2222-G eB 12/16/12aF N731 FAX 514,448.4105 _ _ n, c... Date: 12/18/2012 'PAUL J. FORD AND COMPANY PJF Project 37512-2161 S T R U C T U RAL ENG I N E E R S Client Rot# BU 806579 250 t,,t9 dS-r-So,,.1900-C,aol,mo,,Ohio 41215a7nn Site Name: NY Cutchogue anon.su-az,.e5w. F-(w1 448-4105 -.+.+w.Fe-h.,m Description: tOD-k Tapered w/Prop.12'Ext Owner: Crown v4A-Effective 7-312 Engineer. BKK Asymmetric Anchor Rod Analysis Moment= TU163k-ft TIA Rei. G LocationateAxial= kips ASIF= NIA 0= 0.55 for BP,Rev.GSect 4.99 Shear= kips Max Ratio= 105.0% Threads= NIA forFP,Rev.GAnchor Ory- *'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 Ovenide, Compressi Tension, Capacity Override, Capacity, Capacity Item in Spec Fy,ksi Fu,ksi degrees Circle,in int Area,in' on,kips kips Calc,kips kips kips Ratio 7 1 2.250 #11 A615 Gr 75 75 100 37.5 44.00 0.00 3.98 184.49 180.54 189.84 1 260.00 73.0% 2 2.250 918J A615 Gr 75 75 100 525 44.00 0.00 398 180.25 176.29 185.59 0.00 260.00 71.4% 3 2.250 118J A615 Gr 75 75 100 127.5 44.00 0.00 3.98 19229 188.33 197.63 0.00 260.00 76.0% 4 2.250 #11 A615 Gr 75 75 100 142.5 44.00 0.00 3.98 19544 191 48 200.78 0.00 260.00 77.2% 5 2.250 #18J A615 Gr 75 75 100 217.5 44.00 0.00 3.98 178.70 17474 184.04 0.D0 260.00 70.8% 6 2.250 #18J A615 Gr 75 75 100 232.5 44.00 0.00 3.98 174.66 170.70 180.00 0.00 26000 69.2% 7 2.250 018J 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% 0 1.150 #18J A615 Gr 75 75 100 322.5 44.00 0.00 3.98 19727 193.31 202.61 0.00 260.00 77.9% 9 1.750 Dywitlag(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 1500 90.0 47.00 0.00 2.71 131 49 12879 135.13 191.80 191.80 70.5% 11 1.750 Dywidag(150 ksi) 127.7 15 180.0 47.00 0.00 2.71 140.05 137.35 143.69 191.80 19180 74.9% 12 1.750 Dywidag(150 1 127.7 150 270.0 47.00 0.00 2.71 129.33 126.64 132.97 191.80 191.80 69.3% 13 0.000 Dywidag(150 ksi) 0 0 45.0 51.50 0.00 0.00 0.00 0.00 000 149.70 0.00 0.0% 14 DAA 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 1 0.00 0.00 0.D) 0.00 226.20 0.00 0.0% 16 0.000 Dywidag(150 1 0 0 300.0 1 51.50 0.00 0.00 0.00 0.00 0.00 226.20 0.00 0.0% 77 2.500 A193 Gr B7 105 125 26.0 57.00 0.00 4.91 299.60 294.72 306.19 0.00 400.00 76.5% 18 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 1 76.6% 19 1 2.500 IA193 Gr B7 105 125 285.0 57.00 0.00 4.91 1 29271 287.83 1 299.30 0.00 400.00 74.8% 20 1 2.500 JAI93 Gr B7 105 115 209.0 57.00 O.DO 4.91 1 29080 285.91 1 297.38 0.00 400.00 1 74.3% 62.32 =7mr,s1120n. asijii ro1d11d C-,1,.a 11 rsa-,. 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: 1432.15667 ft-kips account for post- A #: Factored Axial, Pu: 15.8 kips installed anchors Anchor Rod Data Factored Shear,Vu: 23.5 ki s Eta Factor, n 0.55 TIA G(Fig.4-4) Qty: 8 Diam: 2.25 in Anchor Rod Results Rod Material: A615-J TIA G-->Max Rod (Cu+Vu/r)): 202.6 Kips m Yield, Fy: 75 ksi Axial Design Strength, 'Fu'Anel: 260.0 Kips Strength, Fu: 100 ksi Anchor Rod Stress Ratio: 77.9% Pass Bolt Circle: 44 in Anchor Spacing: 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, m'Fy: 54.0 ksi 23.40 Grade: 60 ksi Base Plate Stress Ratio: 92.8% Pass Max PL Length. -Cip Distance: 16 in 23.40 NIA-Unstiffened Stiffener Data Weldin at both sides Stiffener Results Configuration: Unstiffened Horizontal Weld : N/A Weld Type: Vertical Weld: N/A Groove Depth: in"" Plate Flex+Shear,fb/Fb+(fv/Fv)^2: N/A Groove Angle. degrees Plate Tension+Shear,ft/Ft+(fv/Fv)^2: N/A Fillet H.Weld: <--Disregard Plate Comp. (AISC Bracket): N/A Fillet V.Weld: in Pole Results Width: in Pole Punching Shear Check. N/A Height: in Thick: in ---- Notch: in Grade: ksi L - "" Weld stir. rEl ksi - - rrrrr � .roti Pole Data Diann 1 36 in Thick: 0.3125 in Grade: 65 ksi •\• �r�. i""' #of Sides: Round � '- �-1 Note:for complete joint penetration groove velds 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 ST R U CTU RAL ENG I N E E R S Client Ret# 806579 ]m em amnd snm SearIsoU otlun,nux.ontr,...Is.... Site Name: Ph,lne r,I.I I`, rnx 610.9G841U:+ www.PlFun F.ae,m Description: Determination of Loads in extension bolts.100'Elevation Owner. v4.1 Effective 7-3-12 Engineer- BKK Asymmetric Bolt Analysis Moment= ffl�22 k-8 TIA Ref. Location= Flan9e Plate Axial= kips ASIF= NIA 9= NIA for BP,Rev.G Sect 4,9.9 Shear= kips Max Ratio= 105.0% Threads= X-Excluded for FP,Rev.G Anchor Dly= **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 Fy,ksi Fu,ksi degrees in in' Area,in' on,kips kips Calc,kips kips kips Ratio 1 1.000 A197 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 At 93 Or B7 105 125 60.0 25.75 0.00 0.79 7.36 694 6.94 0.00 56.80 12.2% 4 1.000 A193 Gr 87 105 125 120.0 25.75 0.00 0.79 7.36 6.94 6.94 0.00 56.80 12.2% 5 1.000 A193 Gr B7 105 125 150.0 25.75 0.00 079 7.36 6.94 6.94 0.00 5680 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 56.80 122% 7 1.000 A193 Gr B7 105 125 210.0 25.75 0.00 0,79 7.36 6.94 6.94 0.00 56.80 12.2% 8 1.000 A197 Or 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 'Cot a ._ _ oioe¢Co ,ai..n aghl,xerved Stiffened or Unstiffened, Exterior Flange Plate - Any Bolt Material TIA Rev G Reactions Bolt Threads: Site Data Existing Top Plate Mu 45.69552 ft-kips X-Excluded BU#: 806579 Axial, Pu: 1.9 kips Vn= 0.55'Ab'Fu Site Name: Shear, Vu: 8.6 kis =0.75, 'Vn (kips): App#: Elevationj 100 1 feet 40.50 Pole Manufacturer: Other If No stiffeners,Criteria'. TIA G <-Only Applicable to Unstiffenetl Cases Flange Bolt Results Non-RI id N Bolt Data Bolt Tension Capacity, "Tn,B1: 56.81 kips �•Tn Qty: 12 Adjusted T*Tn (due to Vu=Vu/Qty), B: 56.80 kips I rpTn[(1-(Vu/wn)^2)ro.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 wl Pry: 0.610 in Yield (Fy): 105 ksi Min PL It"for actual T w/o Pry: 0.800 in Circle in. : 25.75 T allowable with Prying: 33.08 kips 05a'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 Sin le-Rod B-eff: 3.84 in Allowable Plate Stress: 45.0 ksi v'Fy Compression Plate Stress Ratio: 17.1% Past comp.Y Length. Stiffener Data(Welding at Both Sides No Prying 21.28 Config: 0 Tension Side Stress Ratio, (treq/t)A2: 16.5% Pass Weld Type: Groove Depth: in" We 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 Diam: 14.5 in - - Thick: 0.1875 in , Grade: 65 ksi #of Sides: 18 "O'IF Round + - Fu 80 ksi + _ Rent Fillet Weld 0 "0"If None ,r } `i 0=none, 1 =every bolt,2=every 2 bolts,3=2 per boll "•Note.,for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener[Sickness for calculation purposes CClplate 1.5- Ext Flange G 1.3, Effective March 19, 2012 Analysis Date: 12/18/2012 Stiffened or Unstiffened, Exterior Flange Plate - 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 ilkips =0.75, `Vn(kips): App#: Elevation: 100 1 feet 40.50 Pole Manufacturer: Other If No stiffeners,Criteria I TIA G <-only Applcable to Unstiffened Cases Flange Bolt Results Non-Ri id Bolt Data Bolt Tension Capacity, T*Tn,B1: 56.81 kips �7n Qty: 12 Ad'usted(p'Tn (due to Vu=Vu/Qty), B: 56.80 kips rpTnt(1-tvw(pVn)A21^os 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: 2.806 in Strength(Fu): 125 ksi Min PL"trec"for actual T w/Pry: 0.761 in Yield(Fy): 105 ksi Min PL'41"for actual T w/o Pry: 0.981 in Circle in. : 25.75 T allowable with Prying: 25.45 kips Oso's1 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 Sin le-Rod B-I 3.14 in Allowable Plate Stress: 45.0 ksi q*Fy Compression Plate Stress Ratio: 21.2% Pas comp.Y .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,ft/Ft+(fv/Fv)A2:n/a Thick: in Plate Comp. (AISC Bracket): n/a Notch: in Pole Results Grade: ksi Pole Punching Shear Check: n/a Weld str.: ksi Pole Data Diam: 12 in - - . Thick: 0.375 in "� Grade: 35 ksi #of Sides: 0 '0' IF Round Fu 63 ksi Reins Fillet Weld 0 "0" if None '0=none.1 =every bolt,2=every 2 bops.3=2 der bolt Note:for complete joint penetration groove welds the groove Depth must be exactly 112 the stiffener thlirness 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: CD Dead Load Factors Soil Bearing = 0.75 ti 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 m r IV Uplift Cone from Top of footing (18)#8 Rebar I � 0 Depth to Water Table = 52 ft Top and Bottom I m I Layer Soil Cohesion Friction Ult Depth Thk Density Angle Bearing ft pcf ksf degrees ksf ft v 12 115 0 0 10 12.00 07 0 RIF,(18)#8 RebarTop and BDimensions: 3.295 ksf Pier Shape = Round 7.298 ft Pier Width = 6 ft Diameter 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 A2 >= 21.25 in A2 = Min Stl, OK Concrete Volume = 70.6 ydA3 Total Pier Reinf SO = 37.44 in A2 >= 20.36 in A2 = Min Sit, 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 Conic Pier Reinforcing Steel = 3641.0 k-ft 4833.3 k-ft Stress Ratio = 75.3% in Pier Rebar v2A 37512-2161 Rt PERMIT.LI 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. AREVIEW AND OBSERVATION BY THE OWNER'S REPRESENTATIVE AND THE OWNER'S AUTHORIZED INDEPENDENT INSPECTION AND TESTING AGENCY. REFER TO CROWN UPON THE SUCCESSFUL AND COMPLETE INSTALLATION OF THE REINFORCING SYSTEM SPECIFIED IN THESE CASTLE DOCUMENT ENG-SOW-10066 FOR SPECIFICATION. PLANS, THE REINFORCED POLE MEETS THE WIND DESIGN RECOMMENDATIONS OF THE TIA-222-G STANDARD 2, ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING CONSTRUCTION SHALL BE FOR WIND SPEEDS OF 120 MPH AND 50 MPH t 314"RADIAL ICE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER ARE PERFORMED SOLELY FOR A GENERAL NOTES THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT I. IT 97TE-17717[:.liE"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 f-ARRICATION AND CONSTRUCTION. THESE DRAWINGS WERE PREPARED FROM CONSTRUED AS SUPERVISION OF CONSTRUCTION. IM ORMA I ION AND POCUME N IS PROVIDED TO PAUL J.FORD 8 COMPANY BY CROWN CASTLE. THIS 3, OBSERVED DISCREPANCIES BETWEEN THE WORK AND THE CONTRACT DOCUMENTS SHALL BE INFORMA I ION PROVIDI D 1IAS NOT BEEN FIELD VERIFIED BY PAUL J.FORD 8 COMPANY FOR ACCURACY CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST. AND I Iif REI URL PIS(R[PANCJRS BETWEEN THESE DRAWINGS AND ACTUAL SITE CONDITIONS SHOULD 4. AN INDEPENDENT QUALIFIED INSPECTIOWTESTING AGENCY SHALL BE SELECTED, RETAINED AND PAID HL ANT CIPA I f I). ANY DISCREPANCIES ANDIOR CHANGES BETWEEN THE INFORMATION CONTAINED IN FOR BY THE OWNER FOR THE SOLE PURPOSE OF INSPECTING,TESTING,DOCUMENTING,AND THESE DRAWINGS AND THI ACTUN.VERIFIED SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO APPROVING ALL WELDING AND FIELD WORK PERFORMED BY THE CONTRACTOR. THI ATTF NTU IN OF CROWN CASTLE AND PAUL J.FORD 8 COMPANY SO THAT ANY CHANGES AND/OR (A.) ACCESS TO ANY PLACE WHERE WORK IS BEING DONE SHALL BE PERMITTED AT ALL TIMES, ADJI.ISTMIN TS. 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, TI IF EXISTING UNREINI ORCLU MONOPOLE STRUCTURE DOES NOT HAVE THE STRUCTURAL CAPACITY TO INTERRUPTION TO,AND COORDINATE WITH,THE WORK IN PROGRESS. IT IS THE CARRY ALL OF Lit AND NNA AND PLATFORM LOADS SITOWRZMHESE DRAWINGS AT THE REQUIRED CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK SCHEDULE WITH THE TESTING MINIMUM I IA 222-G BASIC WIND SPFEDS. DO NOT INSTALL ANY ADDITIONAL OR NEW ANTENNA AND AGENCY. THE CONTRACTOR SHALL ALLOW FOR ADEQUATE TIME AND ACCESS FOR THE PI ATFORM I OADS ON ill 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 MATERIAL S,QUANTITIES,STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFICATIONS SERVICES FOR THE OWNER. THE TESTING AGENCY SHALL INSPECT THE FOLLOWING ITEMS IN ARE NOT IN AGREEMENT WITH THESE NOTES,THE BETTER QUALITY ANDIOR GREATER QUANTITY, ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. THE TESTING AGENCY SHALL INSPECT ITEMS ON STPFNGI I I OR SIZE'INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED. THIS LIST AND OTHER ITEMS AS NECESSARY TO FULFILL THEIR RESPONSIBILITY. THE TESTING AGENCY 4. 1 HIS STRUCI URE IS 01 SIGNED 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 5011 NI SPONSIBILI I Y TO INSURE THE SAFETY AND STABILITY OF THE MONOPOLE AND AND COMMENSURATE WITH THE SCOPE AND TYPE OF INSPECTION WORK TO BE PERFORMED. ITS(-OMPONFNT PARTS DURING FIELD MODIFICATIONS. THIS INCLUDES,BUT IS NOT LIMITED TO,THE A. GENERAL ADDI IION OF WHATPVFR TFMPORARY BRACING,GUYS OR TIE DOWNS THAT MAYBE NECESSARY. SUCH (TTIERFORM CONTINUOUS ON-SITE OBSERVATION,INSPECTION,VERIFICATION,AND TESTING MATE:FIAT_SI IAL I BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE DURING T9711777717TONTRACTOR 15 WORKING ON-SITE. AGENCY SHALL NOTIFY OWNER COMPLETION Of 114 PHOJECL IMPORTANT CUTTING WELDING AND SAFETY GUIDELINES: THE IMMEDIATELY WHEN FIELD PROBLEMS OR DISCREPANCIES OCCUR. PUNT RAC I OR SLAT TOT IAL C AND SAFETY B. FOUNDATIONS CONCRETE AND SOIL PREPARATION- NOTREQUIRED CUIDH.INFS PRIOR I O CONS I RI IC I ION. THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT C. A (- CROWN CAS11 F G100L 1/NLS I ROM CROWN CASTLE_ PER THE 12-01-2005 CROWN CASTLE DIRECTIVE. D. SIHUUIUKA "ALL CUT/ING AND WI I DING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH CROWN CASTLE THE STEEL ON THE JOB WITH THE PLANS. (2.) CHECK MILL CERTIFICATIONS. THE LN I Iff I1FL OF I TIE FIRLOLU 1 (3) CHECK GRADE OF STEEL MEMBERS,AND BOLTS FOR CONFORMANCE WITH DRAWINGS 5. T HE MENTS DO NOT INDICATE THE METHOD OR MEANS OF (4) INSPECT STEEL MEMBERS FOR DISTORTION,EXCESSIVE RUST,FLAWS AND BURNED HOLES. CONSTRU(I ION. IRF CONI RACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY (5.) CALL FOR LABORATORY TEST REPORTS WHEN IN DOUBT. RESPONSIBLE I OR N I CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND (6.) CHECK STEEL MEMBERS FOR SIZES,SWEEP AND DIMENSIONAL TOLERANCES. PROCEDURES. OBS(RVAI ION VISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT (7.) CHECK FOR SURFACE FINISH SPECIFIED,GALVANIZED, INC[UDE 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 [TT-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 D1.1. SOLELY FOR IRE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE (2.) INSPECT FIELD WELDED CONNECTIONS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED WITH CONTRACT DO(LIME:N IS. THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL AND IN ACCORDANCE WITH AWS D1.1. NOT 13F CONSTRIIFO AS SUFI RVISION OF CONSTRUCTION_ (3,) APPROVE FIELD WELDING SEQUENCE. 7. AI_L MATE FIAT S AND EOUIPMf7NT 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 OF FTCIS AND IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS BEFORE WELDING BEGINS. NO CHANGE IN APPROVED SEQUENCES MAYBE MADE MIiST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER AND ENGINEER PRIOR TO WITHOUT PERMISSION FROM THE INSIALLADON THI CONTRACIORSHAII_FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND OWNER. QUALITY OF MAII-IfIAI S ANP I OUIPMENT BEING SUBSTITUTED. (4.) INSPECT WELDED CONNECTIONS AS FOLLOWS AND IN ACCORDANCE WITH AWS D1.1: 8. iHF CONTRA((IOP SHAI I HF RI 5PONSIRI F FOR INITIATING,MAINTAINING, AND SUPERVISING ALL (A) INSPECT WELDING EQUIPMENT FOR CAPACITY,MAINTENANCE AND WORKING CONDITIONS. SAI I 1 Y I'M CAU I Ol,L;AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS (B.) VERIFY SPECIFIED ELECTRODES AND HANDLING AND STORAGE OF ELECTRODES FOR Pf SPONSIBI E 10 INSURE THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE CONFORMANCE TO SPECIFICATIONS. I O(.Al,';I ATI ANO f I DE RAL SAPFTY CODES AND REGULATIONS GOVERNING THIS WORK AS WELL AS (C.) INSPECT PREHEATING AND INTERPASS TEMPERATURES FOR CONFORMANCE WITH AWS CROWN Csil_E SA[I iY GUIDELINES_ D1.1. 9. ILL CONI RAC I OR.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 UURING CONSTRUCTION. REQUIREMENTS OF AWS D1.1. 10. ANY EXIS I ING 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 INSTAI LATION OF 111E REINFORCING SYSTEM WILL HAVE TO BE REMOVED,AND/OR RELOCATED, DYE PENETRANT. ANDIOR REPLACED AND REINSTALLEDAFTER 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. PF NFOW ING MUST RE APPLIED SHALL BE TEMPORARILY REMOVED OR OTHERWISE SUPPORTED TO (J.) INSPECT RUST PROTECTION OF WELDS AS PER SPECIFICATIONS. PERMI I NEW CONTINUOUS REINFORCEMENT TO BE ATTACHED. AFTER THE CONTRACTOR HAS (K.) CHECK THAT DEFECTIVE WELDS ARE CLEARLY MARKED AND HAVE BEEN ADEQUATELY SUCM6 'S[1111 Y INSTN.I 1:0 THE MONOP01 F REINFORCEMENT SYSTEM, THE CONTRACTOR SHALL REPAIRED. RIF INS I AT I 1 Hf PI AI FORMS. IN NO CASE SHALL ANY NEW AND/OR ADDITIONAL PLATFORMS INDIOR F SPECIAL INSPECTION OF EXISTING SHAFT-TO-FLANGE WELD CONNECTIONS- (NOT REQUIRED): ANTFNNA5 ANI1mR COAX CAI31 ES AND/OR OTHER EQUIPMENT BE INSTALLED ON THE MONOPOLE UNTIL G. R l TIL(PT I RACI OH HAS SUCCL SSI-111 LY COMPLETED THE INSTALLATION OF ALL OF THE REQUIRED IT)�LE AND PERIODICALLY SUBMIT DAILY INSPECTION REPORTS TO THE OWNER. STHU, IIINAI RHNEIIHCINGSYSIEMCOMPONENIS. 6. THE INSPECTION PLAN OUTLINED HEREIN IS INTENDED AS A DESCRIPTION OF GENERAL AND SPECIFIC 13 "1 OWHI_AT"WELDING PRUCE=DURI S. ITEMS OF CONCERN. IT IS NOT INTENDED TO BE ALL-INCLUSIVE. IT DOES NOT LIMIT THE TESTING AND 1. AN ON THIS PROJECT SHALL BE PERFORMED BY AWS CERTIFIED INSPECTION AGENCY TO THE ITEMS LISTED. ADDITIONAL TESTING,INSPECTION,AND CHECKING MAY BE WE[N W;I I;M6"I OW I/-AT"WELDING TECHNIQUES. REQUIRED AND SHOULD BE ANTICIPATED. THE TESTING AGENCY SHALL USE THEIR PROFESSIONAL 2 FORME PURPOSE501- 11IISPROJECI, 'LOW HEAT"WELDING IS DEFINED ASA 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 T 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,ANDIOR LOADING OF STRUCTURAL ITEMS. ON THE POLE STRUCTURE DOES NOT SCORCH ANDIOR OTHERWISE DAMAGE THE EXISTING COAX 8. RESPONSIBILITY: THE TESTING AGENCY DOES NOT RELIEVE THE CONTRACTOR'S CONTRACTUAL OR CABLES THAT RUN ON THE INSIDE AND/OR OUTSIDE OF THE POLE SHAFT IN AND AROUND THE REGION STATUTORY OBLIGATIONS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS OF THE WFL D 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 REPRESENTAI IVES CAN OBSERVE AND VERIf Y 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 Or HER SAFETY GUIDELINES WHICH ALSO AND STABI11 7'07THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE HELD FULLY LIABLE FOR ANY DAMAGE(INCLUDING HEAT AND FIRE DAMAGE CAUSED BY FIELD WELDING)TO THE STRUCTURE AND ANY OF ITS COMPONENTS WHICH OCCURS DURING CONSTRUCTION. of NEW Y hr a �N1CAf;,gh, 0,9� or P ✓ w 1 -FY JAN 1 8 2013 ,2 JPO 079873 P� �AOFIO� Q12-10-2012 s n PROJECT No: n " I 37512-2161 3 ' PAUL J FORD AND COMPANYY ISSUE DATE OF "" TUR.nI,100 NG INO1o43 5 r BU #806579" NY CUTCHOGUE 958280 ORBMSBPERMITRi:12-18-2012 I www.Pllweb aom CUTCHOGUE, NY CHECKED BY - B.K.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY (\1 1 111 AHKMI At IOW DRIVE I'IF 'I FSORD,NY 14534 DA S- 1 2 a PII srtsl ew 3nn5 FAX (585)899-3440 10-17-2012 37512-2161 R1 PERMIT DWG D. STRUCTURAL STEEL G. CAST-IN-PLACE CONCRETE-(NOT REQUIRED) - 1. 9TRIICTORTL 1_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. ANCHOR RODS SHALL BE ISO KSI ALL-THREAD BAR (A) - -"SPECIFICATION FOR��ESfSN,FABR A�NANI 6�RECTION OF STRUCTURAL STEEL CONFORMING TO ASTM A722. RECOMMENDED MANUFACTURERSISUPPUERS OF 150 KSI ALL-THREAD FOR BUILDINGS." BAR ARE WILLIAMS FORM ENGINEERING CORPORATION AND DYWIDAG SYSTEMS INTERNATIONAL. IF "SPFGFICATION 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. ENGINE ERING FOUNDATION. 3. THE CORE-DRILLED HOLES IN THE CONCRETE FOR THE ANCHOR RODS SHALL BE CLEAN AND DRY, (C) 'CODE OE SI ANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES'(PARAGRAPH 42-1 AND OTHERWISE PROPERLY PREPARED ACCORDING TO THE ANCHOR ROD AND EPDXY SPECT IC,AI.IY I-XCI.I OF MANUFACTURERS'INSTRUCTIONS,PRIOR TO PLACEMENT OF ANCHOR RODS AND EPDXY, B. BY THI ANILRICAN WEI DING SOCIETY(AWSIL. CONTRACTOR SHALL FOLLOW ALL ANCHOR ROD AND EPDXY MANUFACTURER RECOMMENDATIONS (A i " IRI I(,mRAi WLLOINGMDE-STEEL 01 1" REGARDING HANDLING OF RODS,EPDXY,ACCEPTABLE AMBIENT TEMPERATURE RANGE DURING W 1 ",SYMBOL S FOR Wt I DING AND NON-DESTRUCTIVE TESTING" INSTALLATION AND POST-INSTALLATION CURING,THE EFFECT OF TEMPERATURE ON EPDXY CURING 2 ANY MAT[MAT OIi WORKMANSHIP WHICH IS OBSERVED TO BE DEFECTIVE OR INCONSISTENT WITH TIME,PREPARATION OF HOLE,ETC. IRI EDIT IRA(:T DOCIIMFNTS SHAI I 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 CONIRAI:IOR'S I XPFNSO. ALL-THREAD BAR IN THE DRILL HOLES. IF CONTRACTOR WISHES TO USE A DIFFERENT EPDXY,A J. 1 lal I I1 N AI I SI RUC I URAL/TOL IS,INCLUDING THE AJAX M20 BOLTS WITH SHEAR SLEEVES, REQUEST INCLUDING THE EPDXY TECHNICAL DATA SHEETS)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 CONNLC I IONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN TEMPERATURE RANGE DURING INSTALLATION AND POST-INSTALLATION CURING,THE EFFECT OF WELDING SOCIETY,AWS 01.1. ALL WELD ELECTRODES SHALL BE E80XX UNLESS NOTED TEMPERATURE ON EPDXY CURING TIME,PREPARATION OF HOLE,ETC. OTHERWISE ON IHI DRAWINGS. 5. ONCE THE REINFORCING ANCHOR RODS HAVE BEEN INSTALLED AND ALL EPDXY AND GROUT HAVE 5. ALL WELDED CONNECT IONS 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 8.BRACKET DETAIL ON FOLLOWING 6. STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A572 GRADE 65(FY-65 KSI MIN.)UNLESS DRAWING SHEETS FOR SPECIFIED ANCHOR ROD PROOF LOAD. NOTED OTHERWISE ON THE DRAWINGS. 6. ONCE THE REINFORCING ANCHOR RODS HAVE BEEN SUCCESSFULLY LOAD TESTED AND APPROVED 7. SURFACES OF EXISTING STEEL SHALL BE PREPARED AS REQUIRED FOR FIELD WELDING PER AWS. AND BASE PLATE I BEARING PLATE GROUT HAS CURED(IF BASE PLATE AND/OR BEARING PLATES SEE SECTION I NOTES REGARDING TOUCH-UP OF GALVANIZED SURFACES DAMAGED DURING HAVE BEEN GROUTED AFTER TESTING),CONTRACTOR SHALL TIGHTEN ALL HEAVY HEX ANCHOR TRANSPORTATION OR FREC NON AND ASSEMBLY AS WELL AS FIELD WELDING. NUTS TO SNUG TIGHT PLUS 118 TURN OF NUT. 8. UNI FSS OTHERWISE NOTED,ALI_STEEL MEMBERS SHALL BE HOT-DIP GALVANIZED,AFTER FAFRICA I ION,IN ACCORDANCF WITI ASTM AT 73, SEE SECTION J FOR FURTHER NOTES AND FOR I. TOUCH UP OF GALVANIZING F:X( EP TIONS Ill ANY) 1. THE CONTRACTOR SHALL I OUCH UP ANY AND/OR ALL AREAS OF GALVANIZING ON THE EXISTING 9. ALL'J11 I.US ;IW L BE VISIIAI LY INSPECTED BY THE OWNER'S APPROVED TESTING AGENCY. OTHER STRUCTURE OR NEW COMPONENTS THAT ARE DAMAGED OR ABRADED DURING CONSTRUCTION. I I.S[P MAY Al;(l BI PP R6ORML1)ON THE WELDS BY THE TESTING AGENCY IN ORDER FOR THEM TO GALVANIZED SURFACES DAMAGED DURING TRANSPORTATION OR ERECTION AND ASSEMBLY AS I'I RI ORM I 111 lliI11 DIT I IES FOR THIS PROJECT. THE CONTRACTOR SHALL COOPERATE WITH THE WELL AS ANY AND ALL ABRASIONS,CUTS,FIELD DRILLING,AND ALL FIELD WELDING SHALL BE I ES IING A(J NCY IN IHEIN IEST ING EFFORTS. TOUCHED UP WITH TWO(2)COATS OF ZRC-BRAND ZINC-RICH COLD GALVANIZING COMPOUND. FILM 10. NO WH DING SHAI L RF 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) SUIT RVISION OI THE IE STING 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 Di 1. THE OWNER'S TESTING STEEL AND THE IINSPECTION/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 ANDIOR 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 THF CONTRACTOR'S EXPENSE. THE INSPECTIOWTESTING AGENCY SHALL CLOSELY AND J. HOT DIP GALVANIZING CONTINUOUSI Y MONITOR THIS ACTIVITY. I. AIZE7LL STRUCTURAL STEEL MEMBERS AND ALL STEEL ACCESSORIES,BOLTS, IC 1 ALL RL QIIIPCD CUTS SHALL BE CUT WITHIN THE DIMENSIONS SHOWN ON THE DRAWINGS. NO WASHERS,ETC.PER ASTM A123 OR PER ASTM A153,AS APPROPRIATE. CUT S SHALL IXIEND BEYOND THE OUTLINE OF THE DIMENSIONS SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE STEEL ITEMS FOR GALVANIZING. AIA.CU I I:.UCH S SHAL L BI-GROUND SMOOTH AND DE BURRED. CUT EDGES THAT ARE TO BE 3, DRILL OR PUNCH WEEP AND/OR DRAINAGE HOLES AS REQUIRED. L iEl D'WF I DE D SHALI 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 DIIAWINGS I I MAY BE NECESSARY TO DRILL STARTER HOLES AS REQUIRED TO MAKE THE INSTALLATION- CUTS THE INSPECTION/TESTING AGENCY SHALL CLOSELY AND CONTINUOUSLY MONITOR THIS ACTIVITY K. PERPETUAL INSPECTION AND MAINTENANCE BY THE OWNER 1, AFTER I HE CON I KAU I UK HAS SUCCESSFULLY GUMPLE I ED I HE INSTALLATION OF THE MONOPOLE E. BASE PLATE GROUT REINFORCING SYSTEM AND THE WORK HAS BEEN ACCEPTED BY THE OWNER, THE OWNER WILL BE 1. SAE 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 ANDIOR AS FREQUENTLY AS CONDITIONS WARRANT. ACCORDING TO TIA-222-G SECTION 14.2:"IT IS RECOMMENDED THAT THE STRUCTURE BE INSPECTED AFTER SEVERE WIND ANDIOR ICE STORMS OR OTHER EXTREME LOADING CONDITIONS". OF N E t1r Y CARq tiP/s Lu Too Q 1, K �O 079823 ROFES JAN18 10.3 Q 12.18.2012 PROJECT No: PAUL J. FORD AND COMPANY 375122161 ISSUE DATE OF slRucruRAE eN -18-2012 CINeERs DRAWN PERMIT R1: i2 nl s",1p,..6P Gal „LusONo48s,5 BU #806579; NY CUTCHOGUE 958280 BM.B. 9 1�1 1-l:fi lel ww.Pllweb c.m 1 CUTCHOGUE, NY CHECKED BY CROWN CASTLE B.K.K. MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY: 8 PAIa<N1I AnuW DRIVE,PITISFORD.NY 14534 DATE: 2 rn 1'1')1m131411 10-17-2012 FAX: (585)899-448 3]512-2161 RI PERMIT DWC AJAX BOLT NOTE SHEET. REV. 1.2,01-23-2012 NOTPS. 1. Al I STRUCTURAL BOLTS SHALL BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ACCORDING TO THE REQUIREMENTS OF THE AISC 'SPLCIFICA HON FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DEC.31,2009. 2. ALL STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS', DF:C.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. NOTFS FOR AJAX M20'ONE-SIDE'BOLTS WITH DIRECT TENSION INDICATORS(DTI'S) DTI'S REOUIRED DILLS SHALL BE "SELF-INDICATING" SQUIRTER@ STYLE DTI'S MADE WITH SILICONE EMBEDDED IN THEM, INSPECTED BY MEANS OF THE VISUAL EJECTION OF SILICON, AS THE DTI PH OTR US IONS 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.APPLIED-BOLTING.COM DISTRIBUTORS OF SQUIRTERO DTI'S: HTTP-UW WW.APPLIEDBOLTING.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 SHALI. 13F 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 MECHANICAL LY 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-S IRENG I H 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,HOTDIP GALVANIZED PER ASTM A123: FIELD COAT WITH ZRC ZINC COLD GALVANIZING COMPOUND AFTER FIELD DRILLING', HOLE DIAMETER.NOMINAL 30mm U 3116'MAXIMUM) FIELD DRILLED HOLE IN SHAFT WALL', COAT WITH ZRC ZINC COLD GALVANIZING COMPOUND, DIRECT TENSION INDICATOR(DTI)'SOUIRTER(V STYLE:ASTM F959 MANUFACTURED BY HOLE DIAMETER.NOMINAL 30m.F 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". AJAX M20BOLT(NOMINAL 20mmDo) AJAX M20 BOLT HEAD: AJAX NUT(LUBRICATE THREADS,REFER TO NOTES.) NOTE:ALL AJAX BOLTS,AJAX SPLIT 29mm 00 HARDENED FLAT WASHER ASTM F436: WASHERS,AJAX WASHERS,AJAXMINIMUM HARDNESS RC38. AJAX WASHER COLD MECHANICALLY GALVANIZED NUTS,AND SHEAR SLEEVES SHALL BE AJAX SPLIT WASHER HOT DIP G'A'LVANIZED PER ASTM A123. SHEARNOTE.COMPRESSIBLE GASKET MATERIAL SUCH AS NEOPRENE OR PLANE r__ SILICONE SILICONE CAULKING SHALL BE INSTALLED IN THIS GAP TO ENSURE THE SHEAR SLEEVE REMAINS SEATED TOWARD POLE SHAFT. OF NK/ y SHEAR SLEEVE IN=120 KSI MINT. GRIP 0SIZE'.29mm OD x 20mm 10 �V "i`\�A�•Z � LENGTH=NOMINAL(GRIP-6mm1=(GRIP-025'1(TOE-0',+M2') SLEEVES SHALL BE ROUND,WITH ENDS CUT SQUARE AND OEBURRED. ti�.r n fc m W �, On TYPICAL AJAX BOLT DETAIL * my S-3 s`°O 079823 �AOFE JAN 1 Q12,9.2812 PROJECT No: s _ 37512-2161 PnUI J FORD AND COMPANY ISSUE DATE OF Tl 1FL T R U C T U R A L ENGINEERS DRAWN BY: 2166"I,FnI ;„Ile,so” ColumBus ,fw 49P15 BU #806579; NY CUTCHOGUE 958280 PERMIT Ri 12-18-2012 o A 7 v t „ I1')1 1 ilia,)S w.bus Ohio 432 1 B.M.S. -- CUTCHOGUE, NY CHECKED BY 8 i B.K.K. s - p �+T APPROVED BY. CROWN CASTLE LE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT _� ��+_3 n H I'ARKMLADOW DRIVEL V PITTSFORD,NY 14534 DATE: PH 'b85)W,9 1445 FAX (585)899$448 10-17-2012 37512-2161 R1 PERMIT DWG NOTE: NO DETAILED INFORMATION REGARDING ' INTERFERENCES WAS PROVIDED. THEREFORE, J CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 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, 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 SPECIFICATIONS POLI SHAPi IYPI 1l SIDI-0POI YG(lN RDIINIJ EXTENSIDN IAPF ,. ntaza2n lwFT 51HAIISIIII ASIh1 N.]2 f,HAIS fiS AASJ-B35 BASH PI STFFI ASIP.IMPPC.H.Fl1TKSII-- Ay!IIr!ItRl1rIF 1-111-11 91111",]TI Ar,15 GRADE 75 05'E- SHAFT SECTION DATA SHAFT SEC I HnN L (IN) E NO IH PLATE THICKNESS LAP SPLICE DIAMETERFLATS (IN) SECTION (FI) (IN) (IN) Q TOP @BOTTOM I13.50 03750 12.000 12.000 1 1 0.1875 3792 14 500 21 260 3 3964 02813 49.56 20.164 29.037 4 3806 0.3125 - 27,550 36 NO DIMENSIONS SHOWN DO NOT INCLUDE GALVANIZING TOLERANCES CONTRACTORS PROVIDE ASTM A36 SHIM PLATES BELOW SLIP JOINTS.THE SHIM PLATES SHALL BE PLACED of TWIFN TILL NF W SHAI I R[INF ORCFMFI NT AND THE EXISTING POLE SHAFT FROM THE SLIP JOINT TO THE NEW 70'-5' SHAI-I LOW OROEMFNT SPI ICF PLAT P LOCATION AND A EXTRA LONG'SPLICE SHIM'SHALL BE PLACED I3FTVA I NHE NI:W I IPPI R ANO I OWFR SHAFT REINFORCEMENT PLATES AT THE SHAFT REINFORCEMENT NEW AEROSOLUTIONS MP3 ,SP[ P[ATF IOCATI(Ifl -- NOTES. ------ ---- REINFORCING (OPTION #1) H 1 At SI PLK,I URAl.BOL I S SHAI L BE INSTALLED AND TIGHTENED TO THE PRETENSIONED CONDITION ELEVATION FLAT MP3 ACCORDING TO 7 11 REIM IRLMFNTS OF TIIF AISC'SPECIFICATION FOR STRUCTURAL JOINTS USING 2-0'T032'0" 189 MPJOB HIGP-STRFNGI H HOI I S',UL C.31,2009 T032'0' 6 MPo06 2 AI L STRUCTURAL BOLTS SHALL BE INSPECTED ACCORDING TO THE REQUIREMENTS OF THE AISC 26'SSHALLBE 4,1280 MP305 am 'SPL CIIICA I ION FOR STRUOTURAL JOINTS USING HIGH-STRENGTH BOLTS'.DEC.31,2009. ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR To SLEEVES(ASTMA519 WITH MIN Fu=105KSI).CONTACTSUPPLIER zy 3 -ALL AJAX M20 BOLTS WITH SHEAR SLEEVES SHALL BE PRETENSIONED AND TIGHTENED UNTIL THE DIRECT FOR MATERIAL(PLATE 8 BOLTS(AND INSTALLATION PROCEDURES. =o I FUSION INDICATOR ID III WAST HERS SHOW THAT THE PROPER BOLT TENSION HAS BEEN REACHED.SEE NOTES AND DETAIL ON SHOT T S-3 FOR P HE THE OF DIRECT TENSION INDICATOR(HILL WASHERS WITH THE AJAX M20 NEW SABRE FLAT PLATE 00 DOIIS F 9 4. D11'SREOl)1RFD -ALL AJAX BOLTS SHALL BE INSTALLED USING DIRECT TENSION INDICATORS(OTI'S)AND REINFORCING (OPTION #2) _ �3 IHAROFNFDWASHIRS DTI'SSHAll BE 1HF SQUIRTERX,STYLE,MADE TO ASTM F959 LATEST REVISION,AND a 0� TARN NEO WASLIEHb SIM I CONFORM TO ASTM F436 AND HAVE A HARDNESS OF RC 38 OR HIGHER. ELEVATION FLAT FLATPLATE - 5 NU I I UPRICA F1PN FH OMPI U. 'PROPF REY LUBRICATE THE THREADS OF THE NUT OF THE AJAX BOLT SO 2'-O'T03T 0" 189 MS 860 z wN, PIAT IT CAN BF PIt11PF RI I II11II1FNFO WITHOUT GALLING ANEVOR LOCKING UP ON THE BOLT THREADS. ll-3'TO,32-0' 5 M!850 CONIRAI OPSIIH1 OF Ir IW DP MANU ACTURER INSTRUCTIONS FOR PROPER LUBRICATION AND TIGHTENING. 26'-3'T037'3' 4,1280 1 M3600 RLI I R TO SO f I:!. ALL BOLTS SHALL BE AJAX M20 BOLTS WITH HIGH STRENGTH SHEAR SLEEVES(ASTM A519 WITH MIN,Fu=115 KSI(.CONTACT SUPPLIER 6. AJAX 30F I IHOII cILE. MI SHCP-AND I FLD DRIFT E D HOLES SHALL BE NOMINAL 30MM DIAMETER. THE FOR MATERIAL(PLATE&BOLTS)AND INSTALLATION PROCEDURES. MAXIMUM II(MCIIrl"[R I IF RMI T 1 FO I S T IN 6'. REFER 30 SHEET 5-3. o EN 'A50F SIJ01]0126WO FURTHER NOTICE.CROWN CASTLE WILL ACCEPT AJAX BOLTS TIGHTENED USING AISC NEW CCI FLAT PLATE (100 KSI) a TURN-01 Tl IF NUT'ME INSTALLERS SHALE FOLLOW CROWN GUIDELINES FOR AISC'iURN-0FTHE-Nur REINFORCING (OPTION #3) METHOD ANO ALSO PROVIDE COMPLETE INSPECTION DOCUMENTATION IN THE PMI. o� w - SEE CHART ELEVATION FLAT If FLATPLATE - REINFORCINGBARSPLICEDETAILSTOBECOOROINATEDBYRESPECTIVECONTRACTORS. ¢; ISP JR 1007 z 0'-3'T03Y0' S ISPUR1007 y uo 33'11- 27'0'TO37'0' 1 4.1288 ISP UR1004 NOTES FOR CROWN REINFORCING OPTION(100 KSH MATERIAL'. oFg 1.DO NOT FIELD WELD DIRECTLY TO THE 100 KSI MATERIAL. �"a 2.THE 100 KSI MATERIAL SHALL CONFORM TO THE FOLLOWING: Lo n= A.MATERIAL SHALL BE ASTM A514,GRADE A,GRADE E,or GRADE P, i HAVING A MINIMUM TENSILE STRENGTH(Fu)OF 110 KSI AND A ooz MINIMUM YIELD STRENGTH(Fy)OF 100 KSI. 0 h B.MATERIAL SHALL BE HEAT TREATED,QUENCHED AND TEMPERED To PER ASTM A514. C.MATERIAL SHALL HAVE CHAFFY V-NOTCH(CVN)IMPACT VALUES w z OF NOT LESS THAN 15 FT LB AT 20 DEGREES F,IN ACCORDANCE O WITH ASTM MAT a O.MI NIMUM INSIDE BEND RADIUS FOR COLD BENDING,PER ASTM A6 ra o TABLE%4 2,SHALL BE 4.5t MINIMUM. o, E MY AND ALL WELDING TO THE MATERIAL SHALL BE PERFORMED ACCORDING TO AN APPROVED WELDING PROCEDURE SPECIFICATION z (IPS)SUITABLE FOR THE GRADE AND INTENDED USE AND SERVICE. ¢ THE WPS SHALL BE DEVELOPED BY A QUALIFIED CWI AND IN w ACCORDANCE WITH AWS 01.1.PRIOR TO ANY WORK,FABRICATION w OR WELDING,THE WPS SHALL BE SUBMITTED TO CROWN CASTLE AND PAUL J.FORD AND COMPANY FOR REVIEW. 1 N W 5 SEE CHART 3 — �.o w POLE ELEVATION rl ' s-a JAN 1 S 2013 �'' Q12-102012:REVISED POLE SECTION LENGTH - - - s n PROJECT No. 37512-2161 -" PAUL J. FORD AND COMPANYISSUE DATE OF H z u so BU #806579 NY CUTCHOGUE 958280 DRAwNBv: PERMIT R1: 12-18-2012 14)221-6619 slranl sWw „crow.) r u�lnoo c .nu,,Ch..4�21s B.M.S. (11 I RAL ENGINEERS -0IN-'eb Com 1 CUTCHOGUE, NY CHECKED BY B.K.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY. q -- _ S-4 - 11 PA"KNH AT DRIVE,PITTSFORD.NY 14534 DATE: - Plf (SP',)0`19-3445 FAX(585)B9&344010-17-2012 37512 Y1 61 R1 PERMIT.DWG GENERAL NOTES'. f 1. AJAX SOLTSARE TO BE 20 mm OWTTH CORRESPONDING 29 mm 0 SHEAR SLEEVE WITH MATCHING STEEL GRADE. DRILLED HOLE DIAMETERS IN REINFORCING STEEL AND EXISTING SHAFT SHALL BE 1 3116'a MAX. 2. ALL STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123.ALTERNATIVELY,ALL NEW STIFFENER PLATE STEEL REINFORCING MAY BE COLO 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 1-800831-3275 FOR PRODUCT INFORMATION. 3, EPDXY MUST BE HILTI RE 500 4. ALL WELD ELECTRODES SHALL BE EBOXX. EXISTING PORT(TYP.) 4 EXISTING STIFFENER AND CKET BEARING PLATE(EYE) a SEEVA81&WPFIELD I(TYP.AT ALLDED STEEL (4)NEW ANCHOR HOLE LOCATIONS). a a ZI a d d EXISTING POLE SHAFT a SIB r p 4 A - .rl - _ C3P,TYP \ � - - _ /�yy d p\/��p��1 d \pr IYP� — a a lovy 518 ( L rr Ipltll� 4 � � _ d — 6 a REMOVE EXISTING STIFFENER ASSI NEEDED ROVIIII NIN IIIt111rc 131.,U1(N S hHOI jKVNIL BY IIU / T 7 5 0 AND REPLACE TS1(TH NEW CATIO S) TIE APPi nll TION LNUM.1'nrH IMItI IIIII,OW NIL 119�1P1 a STIFFENER T61(TVP.3 LOCATIONS) V4.... I I... IRARI APIA NF INFTAILEO 1 rrl d ....... o p n INnFa NI w ur ARINC,PLAI ES wlnl No volDs REMAIN",,III I.NWN ILL It I XISIMG CONORE IT: ANDUMIP""' OF NI'N HI ARN,PI A I ES._ B AOti 4 NFW BEARING PLATE P1I318 (TYP.) / - m 'QQ�� )`\\),yy 318 ttP IF NEEDED WELD WO PO[ OF REINFORCING 9 3 I 1 Mt M11FRS lOPOLE ANII THEN WFI O BEACH I TO RI INI ORCING BARS— —" b NE W AIAX DOI T(TYP.) - I EXISTING ANCHOR BRACKET q3. a (TYR.) NI W SHAFT REINFORCING 10 2 NEW HOLE IN EXISTING CONCRETE FOR NEW (TF) ANCHOR. NEW HOLE B.C.=57'. HOLES IN CONCRETE B BRACKET MUST ALIGN. A I il 11111 NSM D ABRE NHNFOROING I� - SEE DETAIL 21S 5(TYR) N I sl �ATOUl 11 I,NIOBE d - r 11 1 / O b-_. (PARTIAL CUT-AWAY VIEW) FINAL,I(`F"It Al W)'41t U IIIINS OR SABRE PIt N WINIFIN4 III'I OR IDH 2 — ___._ I G d EXISTING BENT PLATE a 1 O17 REINFORCING TO BE REMOVED UP TO EL.32'-3'(TYP.3 LOCATIONS) a d d ' T_�X _-- r a 318 84' TYP.SHAFT REINFORCING O1 Q TO POLE SHAFT ON FLATS EXISTING 2 1A ANCHOR RODS ON O L r d d 3I0 84 p185 A 44'B C.(TYP.8 LOCATIONS) O EXISTING 42'SQUARE OR 60 BASE PLATE ) d d o Z2 0 EXISTING MP3 SHAFT BASEPLATE 1 REINFORCING(TYP.) S-5 EXISTING POLE SHAFT NEW ANCHOR ROD REINFORCING SHALL BE INSTALLED PER NEW ANCHOR BRACKET MANUFACTURER'S RECOMMENDATIONS. ONCEALLRESINHAS A61 CURED PRIOR TO GROUTING,ALL NEW ANCHOR ROD To NEW HW HEX NUT TIGHTEN TO SNUG REINFORCING SHALL BE PROOF LOADED TO 336 KIPS. ONCE THE 18 TIGHT PLUS 118 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 WPI 6'MIN.PROJECTION zo - U 318 NEW 211'¢ x 10 9'AT 93 B7(105 KSI) ALL THREAD GALVANIZED ANCHOR a (B'-0'MIN.EMBEDMENT INTO EXISTING GONG I EXISTING BASE PLATE NEW BEARING PLATE P1 I I i NEW NS GROUT BY EUCLID OR E APPROVED EQUAL 7500 PSI MIN. 5/8 EXISTING CONCRETE FOUNDATION a Q. EXISTING GRADE F NEW DJP d G •e� 519 1 .AU TING GROUT °d 1n W Z ,'� .�,t" '• NEW 2314'0x6'0"(+2") HOLE orsa73 P. NEW ANCHOR & BRACKET DETAIL (�2� aF S-5 JAN 1 8 2013 Q1 12.18.2812 s n PROJECT No: 37512-2161 PAUL. J_ I H A AND COMPANY ISSUE DATE OF T " I It 111-: ' ' ` N(F INEEFRS BU #806579 NY CUTCHOGUE 958280 DRAWN BY PERMIT 81: 12-'8-2012 n�ur _ 1 :.olln avls B.M.S. I Inn nilwll,.mm f CUTCHOGUE, NY CHECKER BY B.K.K. CROWN CASTLE MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY ' I,I'ARKWILADOW DRIVE,PITTSFORD,NY 14534 DATE: S-5 i PH (585)8993445(585)tl99d445 FAX:(5115)899 10-17-2012 111?211,1 Rt PERMIT DWG lk 7112' A I 4 I I iii d V HSS 6,6xV2 X V Q E m -�+ V CHAMFER � o �PGHAMFER q o NEW 2 314'e HOLE i0 BE FIELD DRILLED AT EACH LOCATION SI0 I I 5181112) EDGE OF NEW BEARING 90(112) PLATE TO MATCH EDGE In Ir m OF EXISTING BASE PLATE 518 I LRCOmPJLETE PREPARE FSTIFFENER CHAMFER NOT EGG 1'-2' _ 5 JOINT PENETRATION WELD BTIFFENER IN CHAMFER REGION) ANCHOR BRACKET MK—AB1 BEARING PLATE MK—P1 BEARING PLATE MK—P2 (4 REQUIRED)(TUBE Fy=46 KSI)(STIFFENER Fy=65 KSI) (4 REOUI RED)(Fy=50 KSI) (2 REQUIRED)(Fy=50 KSI) L..4" 1 114' 2311 HOLE 311 rc IN 0 a t� o U F 3112' ' 3l4' WASHER PLATE MK—WP1 M REQUIRED)(Fy=50 KSI) PREPARE FOR COMPLETE PENETRATION WELD(TVP.) —a } fid � Y ' DL ✓ SIB" - (✓1 3l4"CHAMFERD( ONOT WELD 01 mIw STIFFENER IN CHAMFER REGION) 2° �? TRANSITION STIFFENER MK—TS1 z qtr-;._. ..... JAN 1 92013 0 12-18-2012 _ -T g "a - PROJECT No: f° '-'y 37512-2161 _ PAUL J.C FORD AND COMPANY ISSUE DATE OF STRUCTURAL ENGINEERS BU #806579' NY CUTCHOGUE 958280 DRB.M.S. _ z>nr-i Broad sl,eal sine lsoocoiomel, onoaails B.M.S. PERMIT R1: 12-18-2012 (C 14)22145679 www O)M1we6.com 1 -- CUTCHOGUE NY CHECKED BY CROWN CASTLE BK.K. v MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY. S_6 8 PAPKM1.AUOW DRH.IVPITTSFORp,NV 14534 DATE'. I'u "n109Pa445 FAX'. (585)8093440 10-17-2012 375122161 RI PERMIT CHAD MODIFICATION INSPECTION NOTES MI CHECKLIST ' GENERAL CONSTRUCTIONHNSTALLATION INSPECTIONS AND IRT MORIN I,A I If)N w;I'F I'l IDIN F a 1B A W'SlAI INSPP CNON OTTOWER MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS REPORT ITEM AIIP II I"I Ia W PO1 i 1K 11 N°dIGT HF ' IN,IPI I A IION WAS CONS I RUC TED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,NAMELY THE TESTING REQUIRED(COMPLETED BY EOR) R na)Pu gAION lnvaval,r. n,nl,:u'an uHl nII LNGMrfR or RFcoso(EDR). PRE-CONSTRUCTION DU MI 1511,f T'H TLT IN IAT A ZION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN X MI CHECKLIST DRAWINGS I Si 11.N(St P)I 5 RII M,IT=Pr rI RIANT OWNERSHIP OF 1 HE MODIFICATION DESIGN.OWNERSHIP OF THE STRUCTURAL MODIFICATION OILION FFFFI.I ILI N65 ANO IN I T GRI I Y HI SIN S WITH THE FOR AT ALL TIMES. X EOR APPROVED SHOP DRAWINGS ALL MI'S SHAI I BE CONOUCTF O BY A CROWN FNGINEERING VENDOR(AEV)OR ENGINEERING SERVICE VENDOR(AESV)THAT IS APPROVED TO X FABRICATION INSPECTION PF RF OHM I L I VAI FD WORK I OR CROWN SEE ENG-BUT-10173 LIST OF APPROVED MI VENDORS_ TO ENSURE THAT THE REOUIRFAUNTS OF THE MI ARE MET,IT IS VITAL THAT THE GENERAL CONTRACTOR(GET AND THE MI INSPECTOR BEGIN X FABRICATOR CERTIFIED WELD INSPECTION COMMUNICATING AND COOPDMATING AG SOON ASA PO IS RECEIVED. IT IS EXPECTED THAT EACHPARTYWILL BE PROACTIVE IN REACHING X MATERIAL TEST REPORT(MEN) OUT TO THF O I IIFR PNP I) IF CON TACT INFORMATION 15 NOT KNOWN,CONTACT YOUR CROWN POINT OF CONTACT(POC) RE FFR TO ENG-SOW 10007 E OCTAL ICA TION INTEL SOW FOR FURTHER DETAILS AND REQUIREMENTS. X FABRICATOR NDE INSPECTION NIA NDE REPORT OF MONOPOLE BASE PLATE(AS REQUIRED) All TV KIT INSPECTOR RIF lnSEl/,VW1,`T NFgUIii,II 10 fOM AC PIE GC AS SOON AS RPGLIVINGAPO FOR THE MI TO AIAMINIMUM'. X PACKING SLIPS . HT PIT IN 1111 RR Ju'Pt .IT I I�OI RS NII u1I OKI PT ADDITIONAL TESTING AND INSPECTIONS: WISIKIVIII On C 111.11'L1-II'A,I RI I`UII IOCONPUCI ON-SITE INSPECT IONS,INGAOING FOUNDATION INSPECTIONS OIeiINSIL 11111ISRI 9111, W, nRt)l II I ITNGAII ON NFRAL CONTRACTOR(GET INSPECTION AND TEST REPORTS.REVIEWING THE LIf IIIR[III I ISI 1If )INTO, IPICTITEMS.CONDUCTING THE INFIELD INSPECTIONS,AND SUBMITTING THE MI REPORT CONSTRUCTION Ogp'WH X CONSTRUCTION INSPECTIONS GENERAL CONTRACTOR THE GC IS RFOUIRF D IO 1 ON[ACT PT MI INSPECTOR AS SOON AS RECEIVING APO FORTHE MODIFICATION INSTALLATION ORTURNKEY NA FOUNDATION INSPECTIONS PROJECT TO AT AMITI NIA CONCRETE COMP.STRENGTH AND SLUMP TESTS • REVIEW THE REQUIREMENTS OF THE MI CHECKLIST • WORKWITHNTI MI IN SPEC TORT O DEVELOP A SCHEDULE TO CONDUCT ON SITE INSPECTIONS,INCLUDING FOUNDATION INSPECTIONS % POST INSTALLED ANCHOR ROD VERIFICATION • BETTER UNDERSTANDAII.INSPECTION AND TESTING REQUIREMENTS X BASE PLATE GROUT VERIFICATION THE GC SI TALL PERT ORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MI CHI I KLISI All[IF NGSOW LINO) X CONTRACTOR'S CERTIFIED WELD INSPECTION RECOMMENDATIONS NIA EARTHWORK'.LIFT AND DENSITY I RF F01 IOWINS RF(,OMMF NDA I ION AND SU"ITT STORE ART OFF ERE1)10 ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A AIT RE PORT. X ON SITE COLD GALVANIZING VERIFICATION • II I S SU GUT S I I O RI A I RTI sr PROVIDF A MINIMUM OF 5 BUSINESS DAYS NOTICE,PREFERABLE 10,TO THE MI INSPECTOR AS TO WHEN NIA GUY WIRE TENSION REPORT ' II1 -IIF V.111 BI RI An I';OP 1111-NII TO BL GONDUC I PD • Do-rI ANT I KI I;I I PIi:RITS( V SPINA II Cl 0SELY THROUGHOUT THE ENTIRE PROJECT. X GOAS-BUILT DOCUMENTS • WmNPOcnHII H1S'PRI T[RP(Pm R IAVF RIF GC AND AND MI INSPECTOR ON SII E SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR H1 IfINONINOI mRRAIIWFs X INSPECTION OF BOLT PRETENSION PER AISC BOLT SPEC. • I I MA T RF[IF Of I ILI AT 10 MST AT ALL I DWER MODI F ICAT IONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW I1 HNIIL I ION AND MI[IT BPT(,IIONIS)10 COMMENCE WITH ONE SIT E VISIT. X INSPECTION OF AJAX BOLTS AND ONES PER REQUIREMENTS ON SHEET 53 • WHLN POSS IBI I.R11I'M I[RHIII TO HAVE THE GC AND MI INSPECTOR ON SITE DURING THE MI TO HAVE ANY DEFICIENCIES CORRFC I I II OUR DO DITIN I II AT M I IHEREPOPE.THE GC MAY CHOOSE TO COORDINATE THE MI CAREFULLY TO ENSURE ALL ADDITIONAL TESTING AND INSPECTIONS- CEHST RITC I ION TACIT 1I If ART AT THEIN DISPOSAL WHEN THE MT INSPECTOR IS ON SITE. CANCELLATION OR DELAYS IN SCHEDULED MI IF THF GC ANT)M1 INSPECTOR AGRFF TD A DATE ON WHICH THE MI WILL BE CONDUCTED,AND EITHER PARTY CANCELS OR DELAYS,CROWN POST-CONSTRUCTION St Al NO HE Rt SPON ifII FOR ANY CO ST S,FIL S I OSS OF DEPOSITS ANDIOR OTHER PENALTIES RELATED TO THE CANCELLATION OR UFI AY INGURRE D BY F 11111 H TARTY FOR ANY TIME IF G.TRAVEL AND LODGING,COSTS OF KEEPING EQUIPMENT ONSITE,ETC.).IF CROWN % MI INSPECTOR REDLINE OR RECORD DRAWING(S) COM RAF C,DANT CTI I IDR A THIN'PAY I Y ML IXCEPTIONS MAY RE MADE IN THE EVENT THAT THE DELAWCANCELLATION IS CAUSED BY WE AIHLR OR OHM It I IHIIIII LINE THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. X POST INSTALLED ANCHOR ROD PULL OUT TESTING CORRECTION of FAILING RAT'S X PHOTOGRAPHS 11 IIIE lAOOP(CATION INSTAR I ATILT WOUI Il FAIL THE MI("FAIN ED ME),THE GC SHALL WORK WITH CROWN TO COORDINATE A REMEDIATION PLAN INON[ PI TAir)WAYC ADDITIONAL TESTING AND INSPECTIONS'. • I OHRI C I FAIT MG 1,S5UF S T O COMELY All H THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COONDINAN A SI(PPI;1V III'A' RT • OR I'll TT 6ROWNT A'PR1 NAI,I HE GC MAY WORK WITH THE EOR TO REANALYZE THE MODIFICATIONMEINFORCEMENT USING THE NOTE NOTES A DOCES MENTDOCUTHAT IS NOT REQUFORIRED THE PMI REPOPM AS Fill[I O INN UI IN NA DENOTES A DOCUMENT THAT 15 NOT REQUIRED FOR THE PMI REPORT MI VERIFICATION INSPECTIONS CROWN RESERVES I1 If NIGHT 10 CONDUCT A MI VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY rnMPI ETEC Of IFIFN CLICHES)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 ID007 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 MP OR'PASS AS NOTED MI'REPORT FOR THE ORIGINAL PROJECT. PHOTOGRAPHS BETWEEN THE GC AND THF MI INSPECTOR THE FOLLOWING PHOTOGRAPHS,AT A MINIMUM,ARE TO BE TAKEN AND INCLUDED IN THE MI REPORT • PRE CONSTRUCT ION GENERAL SITE CONDITION • PHOTOGRAPHS PIPING IHF RFINFORCF6IT NT MODIFICATION CONSTRUCTIOWERECTION AND INSPECTION •• RAWMATERIALS •• PIIOTOSOF AIH CRITICAL A TAILS .. FOUNDAT ION IAODII VAT IONS •• WELDPRIPARAIION .. 501 T INSIAI LATION ANDTORQUE •• FINAL INSTAIIFOCONIINION SURFACE COATING REPAIR ••POST CONSTRUCTION PHOTOGRAPHS .• FINAL INFIELD COAST ION 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. r P'E�f O \` H�h j IN Co ( z \ _ 2 0798=3 �XaP 1 8 7. 13 Q 12 18-2012 PROJECT No: Of s - 37512-2161 _ 1 PAUL J. FORD AND COMPANY ISSUE DATE OF 1. u'd STlt I1GTU RAL ENGINEERS BU #806579• NY CUTCHOGUE 958280 DRAWN BY: �s6 r s;e,�ee s1 m suIm lsoo cmumm, angio aazls PERMIT Rl: 12-18-2012 TT TOY) '21667. uM'w.LITWIN,com 1 B.M.S. - - CUTCHOGUE, NY CHECKED BY CROWN CASTLE BKK. MONOPOLE REINFORCEMENT AND RETROFIT PROJECT APPROVED BY: - - S-7 ITPAT?I M I N1()IN I NZIVI.. PII ISt 01ST) NY 14534 DATE: PP If n IIs FAX (585)89&3dd3 10-17-2012 RleeRWKX COPY This to not an oftmlel FCC Ilomse.h is s record otpublic hdkn la aoubk d to dw FCCo Bossing damhaee a&odam tint Ui rahmme copy was ge tented.In cess whore PCC Tula require Poe pssmtstloq passing,at dlsplq of NO FCC lionise,itis document arty ent be used in plane of No official PCC hcensa. Federal Communications Commission �'� ` '�' Wtrdag Taleoommtlatcatlona Btu�osn Ila RADIO STATION AUPHORMATION LICENSM: AT&T MOBILITY B LI.0 Call AIR Fawuwber ATTN-.FCC GROUP- WPWU948 AT&T MOBILITY 11 LLC Radio Sarvla 5601 LEGACY DRIVE,MS:A-3 WZ-700 Mlis Lower Band(Bloclu C, PLANO,TX 75024 D) PCC Registration Number RN): 00160/12233 araat Date BJthcihe UNp•` upir"on Date Print Dole 01-24-MM03-162010 0613.2019 Morkat Nssmber Chad Block BdHNa"Dsaignatm CMA001 ' 4C. 0 Niarkal Nam New YorivNY-N7/Nnwu 8tt961k lat Build-oast Date 2nd Raildoot Date 3r4 BaEd-out Date 41th Bogd-oat Date 0613.1019 WalvardCoodidozon If the flci6ties authorized herein as used to provide broadcast operations,whether exclusively or in conbhtetlon with other services,the Hoensee must sock renewal of the lfceose*files within eight yens ftm the commertoernent of the broadcast service or within the term of the Boma had the broadcast service not been provided whichum period L shorter in kms. Bee 47 CPR 427.13(b). Operation of the Willes authorised herein,are suMeer to due condition that bannfihl atterfertmoe nay not be OMAW to,but must be accepted from UHF TV trawmhmn in Canada and Medco as identified in existing and any future agroenhmm with those countries. Conditions: Pursuant to#309(h)of the Commerdcaion Act of 1934,as amended,47 U.S.C.4309(h),this license is subject to the following condition: Tide]loans shall not vas in the Bosom any right to spasm the station rho any right in the use of the frequencies designated in the license beyond tin tem thereof nor in any other moaner than au borized heroin. Neither the hoonso rho the right granted tlsremder shall be assigned or otherwise uansfartad in violatiah of the Cormunia5on Act of 1934,asamended. 8se 47 U.S.C.1310(d). This liomm is subset in terms to the right aff use oT control conferred by¢706 of the Communications Am of 1934,as amernded. See 47 U.S.C.1 06. Thu licerre may not authorise oporaton tfroughout the entre gaogrephic aro or spectrum identified an the hardcopy version. To view the specific geographic am and spectrum authorised by this Hoene,raft to the speotntm and Market Aron Jobvinsdov under the Merkel Tab of the license retard in the Universal Liceaing System(111.3). To view the]loses recall,go to the ULS homepage at htip:l/whalm Ibc.gov/uLHndox.hbn?job-home and select"Lhasa Search". Follow the instructions on how to teach to license infbnnatien. FCC 601-MB Page 1 of 1 April 2009 RopiaBNCg COPY This Is not as official PGC Iloom It is anoord of inthtmalon ooehlond in On pons llamdag ds4hase on the dm mss able rapes e copy was genenmd.In asses where PCC ndw rquke Or presentation,poNnB or d4Plq of an PCC H°maq this do www any tot be wed In Place otan o1'tdsl FCC loccwe. Federal Communications Commission Wireless Telecommuutcadone Bureau RADIO STATION AUTHORIZATION LICENSES: AT&T MOBILITY SPSCTAUM I= Can Sign RW Number ATTN:FCC OROUP WQR 424 AT&T MOBILITY SPI&MUM LLC Raft$eche 5601 LEOACY DRIVE,MS:A-3 WY-700 MHa Iowa Band(Blocks A, PLANO,TX 75024 B,g RCC Regirtradon Number(j": 001!1910726 Grant Data Bdiastiv!Dote,. IC:pintlan Date Prlat Data 01 06 2009 03-16.2010 'v.; 06-13-2019 Metlst Number Chased Bleak Bub iMarltet Dslgaator CMA001 r'';,. .E 0 Markel Name Now York tNY-IVUNassau-Sulibllt 1st Bundy"Date 2nd Bull&**Date 3rd Buildout Data 4th Bond-out Data 06-13.2013 06-13-2019 Walvers/Condidaost Ifthe facilities sufaorbed heroin as used to provide broadcast operations,whehher exclusively or to combbution with other servtow,the Hoonsa must seek ronewd of the Hoare either within eight yms Itrmh the cmmrm wm and of the bma&ad service or within the term of dm licen had the broadcast service not bow provided,whichever period is shorter to length See 47 CFR 127.13(b). Coadidons: Pursuant to#309(h)of the Cormnordoutions Act of 1934,m amended,47 US.C.1309(h),this license is subject to the following conditions: This Hansa dull not vast in the Hawser any right to operate the station nor any right in the use of the mn hnqucia designated in the license beyond t e tam thereof nor in any odmr ma nar that withorized herein. Neither the license nor the right granted thasamder shall be assigned or otherwise uarfared in violation of the Comma niastio a Aa of 1934,as amended. Soo 47 U.S.C.13 10(d). TMs license is subject in tams to dm right of use or control conferred by#706 of the Communications Act of 1934,as amended. See 47 U.S.0 1M. This license may not authorize operation throughout the aatira geographic ares or spectrum Idendfed on the hardcopy version. To view the specific zagraphio era and spectrum audhorixed by this liamsa,refer to the Speotrum and Muket Area infhrmati under the Market Tab of the license record in the Universal Licensing System(ULS). To view the license record,go to dm ULS homepage at htip:Jhwirelem.foc.gov/ub/irda.hhnljat o m and select"License Search". Follow the inemictio s an how to search for license hhPomstan. FCC 60 ;—M Page I of 1 Aprg 2009 Util Ijum-Cdkda Liomm-XHL4310-NEW CZQi(iUI.AR VPi MZM PCE,LLC Pori l oft aMJJQ A I Mae"I lIAMM I Adfto I Ial dhM I AKAit,mumw I BsdAmob = , Boom" Universal Llcenslnp System =1.NM>L08>Q*GL 90®s►uasn so" e0G98alYs ULB Umm Cellular License - KNKA310 - NEW CINGULAR WIRELESS ®Har PCB, LLC q aaseoe q admAaom B 9iaumm9.9dt:1 iyadtmalraa y 9moov�, Orta ® tbts noanaa bar pa„drw spptlastlasn cd awn XNMIO Nadb so a-orwlr ebrb«, Ad Ma AV&Typs PAW4d r sLal,st M~ GMADDI� MY- Chmmd sbdc A ppss�salsU WNSOM 9ubmarkst 0 Phase Dow Oran ow1wms bormum 10/01/2015 wfloww 03/10/8D10 co adown Rvs Ysa wwwo Dabs 01/17/low oanho Points 1 97 W. PASSUC 9TRM.RDCM M PARK.NI A Mosh w Siam h,910 7th*mo^Now Yssi,.MY ucomm" PRN OODS391192Q ' 7y90 UMIted Umbft CNRPMY uaaas« Mew CDWJL4R Wmam PCs,LLC49G 219-7473 PL Sol uMMU DRM,M9:A-! Pi(4d9)2W7471 47 ANo TX 75024 p5s leA7 97 ATTN IIOC GMmP CM Comsat A,mMk d P GMI LLC pl2055 1120 2 P Oao01n Pa(202)W-3074 1120 80th gbseR,1�IW,9ulOs 1000 nup/hvirdett2.foa 13092 *27010 UI8 Uoeme-t7elUw Uamw-KMWI0-NBW CllNOUL.AA WBlT;ZM PCB,LLC Pace 1 a[9 w..nYwtin oc gams 9.,NW38SOatt.com ATTR MM"P.Ooppin. OwnvOJp fad quommommucts Raft SeMm Moble Type Reoahawy Shifts Common Cama latw omaaEed Ya Tm Apldtent i mm and OW tm each of the Abma mmoM awebbm . ApptlaeM wwawW OW to each of the 2mgmQIYModb0 queWom Dwmmrmpbko Ram MOW SCK ULS MOP lYrl rn'!YQ'mloRl131p' 'L�a01W1Lt11mOm1 UUOnllneU7ateme �1LS.�Ipsllalt-IIO1onBeem6'l0ad01m0uBeaaA'dOhhnlloeeu Ab"Ula 11�YLit1�011r'Ab01RiL8'IYSl�a Sea senna lr&11E01deea 1191 I j&BSl 11rR I I32C.OaePodi Pedwal Canaamtitlom CommhYOR KOMI l-W7.480-3201 44813th Street OW TTYI 1.717.3!8.3834 Waddoome,aC 10084 tlaYlSegleM I1ap:��tY$m10S�.f00. 19092 3/27/2010 RRPRRFACB COPY This Is net are of9aial FCC Oosow It Is a road or public tnihrmadm contained is the FCC'sseneedng detsbaa on dr dais thai this mfienwo copy was genmucd.In ossa wbers PCC ndr require the prasneTatlon.pasdog,or display of an FCC HceoM tbls doonmest may net be ori in piece of m official PCC lieeow Federal Communications Commission r4" �� Wlraleea Talegonnmttts11o�1doBe BOI'dR RADIO STATION AUTHORIZATION LICENSEE: NEW CINOULAR WIRBLESSPM,LLC CW sip File Nrmbr ATJW.FCC GROUP WPOL311 NEW CINOULAR WIRK,ESS PCS.LLC Radio Barvlce 5601 LEGACY DRIVE,MS:A 3 `` CW-PCB Broadband PLANO,TX 75024 FCC RagatraMM Number(FRN): 0003191192'' Grant Date 1111hadve Date Nxidradoa Dasa Print Doe 08-15-2007 03.12010 .; 06.272017 Market Nnmbsr Cifpad Hlook Bab,MaNto Designator BTA321 E 2 lir/nrkel`Name New i4 NY Io Baild-oat Daft 2nd Balld-oat Data 3rd Balld-oat Data 4tb BtrOd oat Dots 06.27-2002 Wafvers/Coadldoast This license is oandidoned open compliance with the provishms of Applicadops of AT&T Whelan Servlom Inc.ad Chwutar Whelese Corporation For Consort to Tcnuter Cantral of Licenser and Authorizations,Mamarndum Opinion and Order,FCC 04255(rel.Got.26,2004). CommuNon approval of this application and the licenses cormhbd thereto aro s4eu to the conditions set firth in the Memorandum Opinion and Order,adopted on December 29,20M and released on Marcie 26,2007.and revised in the Order on Recaulderadon,adopted and released on March 26,2W7.Sao AT&T Inc,and BellSouth Corporsuen Application ibr Timaltr of Control,WC Docket No.06-74,Memorandum Opinion and Order,FCC 06.189(ral.Mar.26,2007);AT&T law,and BellSouth Corporation,WC Docket No.06.74,Order on Reconsideration,FCC 07-14(ral.Mar.26,2007). Condidom: Pursuant to 4309(h)of the Communications Act of 1934,a s coded,47 U.S.C.1309(h),this license is subject to the following conditions: This license,hall not vat in tine]]comes any tight to operate do station nor any right in the use of the frequencies deaignsad in the litmus beyond the term thamof nor in any other newmer than authorized herein. Neither the licens nor the right granted thereunder Shan be assigned or Otherwise trauferad in violation of the Communications Act of 1934,se amended. See 47 US.C.1310(d). This lice nm Is subject in terms to the right of we or control ccnftired by 6706 of the Communications Act of 1934,as amended. Ser 47 U.S.C. This license may not sutharbee operation daoughout the entire geographic area or spectrum identified on thehudcopy version. To view the specific geographic arm and spectrum authorized by tide lioauq refer to the 8peahum and Market Area fidbranation under the Market Tab of the Iloon mord in the Universal Licensing System(ULS). To view this license recant go to the ULS homepage at httpJ/wiroka.fcc.sm/Wa hrdex.htm?jo>b-home and select"License Search". Follow the instructions an how to search for license information. FCC 601 MB Page 1 of 1 April 2009 116Fl�BDq®COIPY This ins rot an amdai FCC Daema I le a teoad ofpubko ioBmmdm omhimd is the FCCm lioeodog d@Mm a Be dste Bot tide rdxreme COPY was a In ares whwePCC odes require the pseseaNmt,poaeog,ardfWkY of an PCC Omnse,ddb docomad may rntbe wed in plow dan oteoiel PCC licame. " Federal Communications Commission d a�1< WIMese Tel memmunleatione Bureau Li RADIO STATION AUTHORIZATION LICENSEE: NEW CINOULARWMMESSPCS,LLC ATTN:FCC GROUP V PS� YSs Nambsr NBW CINGULA&W IREMS PCB,LLC 5601 LEGACY DRIVE,M8 M3 ` Radio-PCS SerVidBroadlNd PLANO,TX 75024 FCC Rnp40raion Number(FRN)t 0003291192 FGrant Dab >�iva;Wte ZiptrntionDab PrIm MIND 07-Is 2005 05. 2*t ),`. 12-14-2014 Mattset r ember Cidand Hook Sub-Mattmt Dsdgoder Hrreo)I ria w: is MWItkNi as t(New York. Int Balld-out Date 2nd BuIldout Date 3rolBuildout Date 4th ava"ist Date 12.14.1999 12.14-2004 WaivarWTonditleas: Spectrum Linea associated with Oda license. Sm Speonvm Leaning Arrangement Letter dated 12/07/2004 and File No. 0001757186. Spetrrn Leming Arrangement associated with file number 0001757186 was extended to 0110512009. See file number 0001885143. Condition: Purnuam to 1309(h)of the Communications uniatlau Act of 1934,m amaded,47 U.S.C.¢309(h),this license is subject to the following conditions; This buena WWI not vat in the tloenme any right to operate the station no any right in the use of the Requencim designated in the licence beyond the tens thereof nm In any other mannar than authorized herein.•Nader the license no the right granted dneamder tltall be assigned or ohawise transferred in violation of the Communications Act of 1934,as anesWed Ba 47 US.C.#310(4). TNa licaua Is subject ro roma to the right of use or control confarrad by#705 of the Communications Act of 1934,a&mended. See 47 U.S.C.#606. This license may not audwrin operation tluoughott the entire geogrWide use or spectrum identified on the hardcopy:verdan. To view the specific gaogrepMe eros and spectrum sWhoiud by dds license,rd br to%a Spectrum and Market Ares infmnatio oder the Market Tab of the license reoord in the Universal Licensing System(URS). To view the liana record,go to the ULS homepage at bt4d/witelea.fa.gov/dafladex.htm7job-hmm and sekut"lJoame Search". Follow the instruction an how to search for license Information. FCC 601-MB Page 1 of 2 April 2009 Waawee Name: NEW CEQOULAR WIRELESS PCS,LLC Ceti Sion:VVPMA26 ASe Numben Print Debt (anunwon ep rovel offth applioation end ibe human wed donde era eubdoot to the candid"ter fa&in the ar Memertdum=bn and Order,adopted an Deaember29,2006 and related an Mweb 26,2007,and twined in the Order an ReamwddersUon,adopted and taleaed on Meoh 26,2007.See AT&T be.and Bellso ffi Crapmatian Application ibr Trtadtr of Control,WC Docket No.06.74,Memnutdum Opinion and Order,PCC 06.129(rel.Mer.26,2007k AT&T Inc.and BellSouth CarporWon,WC DopkatNo.06-74,Order on Reconsideration,ACC 0744(rd.Mar.26,2007). ACC 601-MB Pace 2 of 2 April 2009 B1QYaaNCa COPY Thio Is rot an official ACC Home.It is stmord of p d&hdaastion mainland in the POCs licensing database on tie des to this rstbtatoe copy was amwd•In none wham FCC reds require die Presentation.posbg,ord*ft of an PCC Nems,Oda document myy not be mud In plain of as official PCC lictme. Federal Communications Commission 777 s Wirdaa Tdeoommonfaatlona Borman �!• RADIO BTATION AUTHORIZATION LICENSES: NEW CINQULAIWMEMSPCS,LLC can Sign Me Number ATTN:FCC GROUP, W000892 NEW CINOULAR WIIBLSM PCS,LLC Radio 8ervloe 5601 LBOACY DAVE,MS-:A-3 CW-PCS Broadband PLANO,TX 75024 FCC Ray4traden Number QM"t 0003291192 i Q%M DabB4setive Dak , dsplr"C"I Dab Prot Dab 11.21-2006 03-16-, 12-14-2014 Marhet Ploesber MA11sl igbadt Subm*40i et Designator MTA001 F A, 14 Market Ntams Jew York let Balm3� Dab 2nd BuSd-oat Dab 3rd Bnlid-out Dab 41h Build-ext Dab Walverelcouiltdooe: NONE Conditions: Pursuant to 4309(h)of the Communications Act of 1934,as arr ma:14 47 U.S.C.4309(h),this license is subject Indic following condltiom: This license shall W vast in the lioarce my right to operate the station nor any right in the use of the floquenolas designated In the How=beyond the term thseW nor in any other mannor thin authorized herein. Neither the Hcetw nor the right grunted thereunder shall be assigned or otherwise ttamlhtrod in violation or die Co mnuniation$Act of 1934,as smended. Sse47 U.S.C.4 310(d). This liomae is subject in terms to the right of use or oonttol conferred by 6706 of the Communications Act of 1934,a amended See 47 U.S.C.4606. This liomm:may not mthodso alienation throughout the entire geographic arm or spectrum identified on the'haidcopy version. To view the specific geographic area and spectrum authorised by this lioerue,refer to the Spectrum and Market Arae information under the Market Tab M the license record in the Universal Licencing System(ILS). To view the boom record,go to die ULS homepage at http:/MrW=.fbc.lpv/W&Udox.htm?job—baro and select"License Search". Follow&a instructions on how to search for Hoare infomrtion. FCC 601-MB Page 1 of 1 April 2111119 �r . T. ayryyarlxa >N.ia+i T3} aa!�deN 9nhikM.Cw�'/ r+'�1re .� ;; "n rr YdwitWsadTN Klll�t SiGlrMda Tlxf lNfl�llrJiN1 �. 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Mlll'15J P'Itla!it r l s F r ♦N AW111 R e �ti�t -111 y gtc.d t a r.y r 4 �:Yb y ; litid^ ,ti,hMa• �� ysi'a !z 1 f k . + l �y E1 4 cit ,GTa'C '�4-k �4 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 [TO BE USED ONLY FOR BU#806579 SITE LICENSE ACKNOWLEDGMENT This Site License Acknowledgment ("SLA") is made and entered into as of this day of `IePmb�r 200* by and between AT&T Wireless PCS LLC, a Delaware corporation, W ("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"x11"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 I AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 Location of antennas(as described in Exhibit"2"attached hereto and made a part hereof): NY Cutchogue-806579 Height of antenna(s)on structure: 70'Centerline Direction of radiation: Four n 20°, 120°, 240° azimuths Equipment building/floor space dimensions (as described in Exhibit"3"attached hereto and made a part hereof): Tower Only Frequencies/Max Power Output: Tx: 1965.0-1970.0 MHz Rx: 1885.0-1890.0 MHz Power Output: 1650 watts 3. The first(1 st)a nnual fee p ayment d ue a nd p ayable by AT&T to CROWN is 41OW 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 t ). 4. License Term.Initially, the license term shall be for a period of five (5) years commencing on the earlier of, 180 days after full execution or the first (1st) day of the month following the commencement of installation of AT&T's equipment at the Site (the "Commencement Date") and ending on the last day of the month following the fifth (5th) anniversary of the Commencement Date at twelve o'clock(12:00 p.m.)noon EST(the"Initial Term"). This SLA will automatically renew itself for four subsequent five-year periods (the "Renewal Term") unless AT&T serves notice of cancellation upon CROWN, at least ninety (90) days prior to the expiration of the License Term. (The Initial Term and the Renewal Term shall be collectively referred to as the "License Term.") 5. The parties acknowledge that CROWN's rights in the property derive from a certain Option and Lease agreement dated June 3, 1991 between New York Cellular Geographic Sevice Area, Inc. and New York SMSA Limited Partnership, as conveyed by a certain Memorandum of Assignment between New York SMSA Limited Partnership and CROWN dated March 31, 1999, (the"Prime Lease", which is attached hereto as Exhibit"4"to the SLA). Any special access requirements are detailed within the Prime Lease. Upon AT&T's request, a copy of any title search that CROWN has conducted or Phase I Environmental Study shall be supplied to AT&T under separate cover. 6. Additional provisions: a)AT&T will be obligated to include with each payment the following site identifier: NY Cutchogue-806579 [Remainder of Page Intentionally Left Blank] Prepared by: B. Fitzgerald 2 Prepared on: November 5,2004 , r 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: LAJ Title: ♦ i r♦P�l�i M/t Execution Date: Crown Atlantic Company LLC, a Delaware ted lia 'lity com 1ny By: It 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"I"to the SLA SITE DESCRIPTION See attached legal description. Prepared by: B.Fitzgerald 4 Prepared on: November 5,2004 i2004PG499 SCHEDULE A ALL that certain plat,piece or parcel of land with the building and improvements thereon erected,situate, lying and being at Cutchogue,Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described as follows: BEGINNING at a point on the northwest line of Middle Road(C.R.48)750 feet more or less southwesterly along said line from 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 Bock: 01.00 Lot 019.001 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 IDE 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 61CYAInarMUTEM ffN Customer Approved: Oct 27 200 Application ID: 15771 Revision # 2 Submitted: Aug 16 2004 Submitted By: GGOLDMAN Original Submit Date: Aug 16 2004 Desired Install Date: Nov 30 2004 Reason for Application: First time antenna installation at this site ]DE Job Number 55309 Applications are subject to applicable Crown Castle engineering,regulatory,zoning/planning,and priority property- owner approval.Approval conditions may result in alternative requirements for type and/or placement of equipment Approval conditions may also lead to additional or revised engineering analysis at Crown Castle discretion and upon consent of the customer. Company Information Site Information High Level Company: AT&T WIRELESS SERVICES Crown Castle NY CUTCHOGUE 958280 Company: AT&T WIRELESS Site Name: Address: 2729 PROSPECT PARK Crown Castle 806579 Site ID: City/Town: RANCHO CORDAVA Address: 21855 COUNTRY RD County: N/A City/Town; CUTCHOGUE State: CA Postal Code: 95670 State: NY Postal Code: 11935- Customer lob N/A Number: County: Suffolk Site Status: N/A Number: Customer Customer LI- Latitude: 41° 1'46.57" Longitude: -72°29' 50,29 Site Name: Cutchogue Site Number: 1027 Structure Type: MONOPOLE Structure Height: 100 it Legal Entity Information Operating Legal Entity: N/A Primary Contact: loy Mooney Phone: 631-581-8105 E-mail: jmooney@highlanderinc.com Fax: N/A Address: N/A City/Town: - N/A State: N/A Postal Code: N/A RF Contact: N/A Phone: N/A E-mail: N/A Service Information Frequencies Transmit Receive Svc Technology EIRP (WATTS) Manufacturer Start Stop Start Stop 1 GSM 1650.0 1965.0196 9.0 1885.0 1889.0 869.0 894.0 824.0 849.0 Antenna Information C Line Mach Mfg. / Transmit Transmit Receive Receive # Fig.Pos.Elev Azimuth Tilt Model Svc Start Stop Start Stop Use Orient Statu 1 1-2 A 70ft 20 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose, 7334.00 869.0 894.0 824.0 849.0 2 1-2 8 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 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 rrisitrc rnm/e.nvannlir/AnnTrkRnoPrintrjn9rnmmanA=VipwknrintMnrir=tnie I I/5/�011d CCIsites'rm : 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 Propose. 7334.00 869.0 894.0 824.0 849.0 5 1-2 E 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 6 1-2 F 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 7 1-2 G 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 8 1-2 H 70ft 120 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose, 7334.00 869.0 894.0 824.0 849.0 9 1-2 I 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose, 7334.00 869.0 894.0 824.0 849.0 10 1-2 3 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 11 1-2 K 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose. 7334.00 869.0 894.0 824.0 849.0 12 1-2 L 70ft 240 N/A ALLGON 1 1965.0 1969.0 1885.0 1889.0 TX/RX Mid-Mount Propose, 7334.00 869.0 894.0 824.0 849.0 Feedline Information # Fig.Pos. Qty Mfg. Model Connector Type Color Code Length Status 1 1-2 A 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 2 1-2 B 1 Primary: ANDREW LDF5-SOA N/A N/A 120 ft Propose( Secondary: N/A 3 1-2 C 1 Primary: ANDREW LDFS-50A N/A N/A 120 ft Propose( Secondary: N/A 4 1-2 D 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 5 1-2 E 1 Primary: ANDREW LDF5-50A N/A N/A 120 Ft Propose( Secondary: N/A 6 1-2 F 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 7 1-2 G 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 8 1-2 H 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 9 1-2 1 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 10 1-2 3 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 11 1-2 K 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A 12 1-2 L 1 Primary: ANDREW LDF5-50A N/A N/A 120 ft Propose( Secondary: N/A Optional Component Information Lightning Suppressor Tower Mounted Amplifier # Fig.Pos. Mfg. Model Mfg. Model Elev. 1 Elev. 2 Status 1 1-2 A N/A N/A N/A N/A N/A N/A N/A 2 1-2 B N/A N/A N/A N/A N/A N/A N/A 3 1-2 C N/A N/A N/A N/A N/A N/A N/A 4 1-2 D N/A N/A N/A N/A N/A N/A N/A 5 1-2 E N/A N/A N/A N/A N/A N/A N/A 6 1-2 F N/A N/A N/A N/A N/A N/A N/A 7 1-2 G N/A N/A N/A N/A N/A N/A N/A 8 1-2 H N/A N/A N/A N/A N/A N/A N/A 9 1-2 1 N/A N/A N/A N/A N/A N/A N/A 30 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 J/www.ccisites.com/enizant)lic/AnnTrkEnLPrint.do?command=V i ew&t)rintMode=true... 11/5/2004 CClsitesTM : Crown Castle Online Application Page 3 of 3 Building/Pad/Power Requirements Type L W H Power Requirements Building Requirements VAC 120 Phase Singl New Building/Shelter Raised Platform N/A N/A N/A Phas Existing Building/Shelter Floor Space N/A N/A N/A Amps 200 Building Identification 0 Generator Needed? No Generator Size N/A (kW) Pad Requirements Generator Required Leased Size 25ft loft lOk 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 OETS 65.AM detuning,when required,will be performed to 47 CFR22.371.Thq 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 FT2 Feedline Specifications Quantity Manufacturer Model Nominal Size Nominal O.D. 12 ANDREW LDF5-50A 7/8" 1.09 IN httD://www.ccisites.com/enganolic/ADDTrkEn2Print.do?command=V iew&DrintMode=true... 11/5/2004 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 tDE 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 � --� 186 AS/ , rJ ------------ I j1 1 PROPOSED lJSi2J' APPROXIMATE AT&T UTILITY I EXISTING loo' AT&T LEASE AREA '_T -- - MONOPOLE 1 I CONDUIT ROUTE 1 Im NII ; I ti `o �I1 ZNO I i PARKING AREAS I / 1 EXISTING MULTI- of j METER FRAME II lub APPROXIMATE LOCATION OF I EXISTING PROPERTY LINE (IYP.) I L � 1 EXI4MC ' BUILDING 3 EXISTING TRANSFORMER—� I U r _ � 1 , � I 1 -- �525'S2'30"N COUNTY ROAD 48 CALLED NORTH OVERALL SITE PLAN GRAPHIC SCALE so' o so' APPROXIMATE SCALE: 1" = 50'-0" D"NER MiTvai: DATE AT&T ININLS: DATE: PACE 1 OF 3 PROPERTY INFORMATION: ///''yyy `, APPROX PROTE TAX 10/: I n f I n I l.A y AS N07ED�E LEASE EXHIBIT PLAN 10G9_�a_99_O 19.1 AT&T `�+1 engineering 9/22/04 SITE I.D. LI-1027 UAIL TOM ZONING JURISDICTION: ne WAILTQ NMr OF soun+ow AT&T WIRELESS SERVICES SITE AOORE55. 15 EAST MIDLAND AVENUE eu 4191.:"'Z9 21855 COUNTRY ROAD PARAMUS,NJ 07652 150-036 CUTCHOGUE, NY 11935 EXISTINGCsc CABINET _._........ EXISTING 100' EXISTING EQUIPMENT MONOPOLE AND CONCRETE PAD PROPOSED 115r2J' - ,... AT&T(EASE AREA 10.0 _. IC�DCf�� ,i, EXISTING —^— SHELTER 1, PROPOSED CPS ANTENNA >< 1 EXISTING SHELTER LL PROPOSED FENCE - `EXISTING GENERATOR PROPOSED C47E EXISTING CATE LOCATION OF AT&1 E00/PMEN7 ON 10'-0 xW-6 s8"DEEP CONCRETE PAD EXISTING FENCE CALLED NORTH SITE LAYOUT GRAPHIC SCALE 10' 0 10' OWNER.INITIALS: DATE: APPROXIMATE SCALE: 1" = 10'-0" 1 AT&T INITIALS: DATE ACE-6 3 PROPERTY INFORMATION: AS NOT SCALE PR&PFAY TAX Iol' AT&T I n I Il I g �/ As NOTED LEASE EXHIBIT PLAN Iaao-ase-aa-ol-ao-Dls.1 engineeringCc( DATE SITE I.D. LI-1027 ZONING JURISDICTION: ago MNtlETTA NM TDIIN OF SM1RIdD pp5wpl q=75SITE ADDRESS: AT&T WIRELESS SERVICES r.h I,,,_,,,, 21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE FAX/:pm)w 73W PARAMUS,NJ 07652 150-035 CUTCHOGUE, NY 11935 i STAND-OFF T-MM h `/NOENpMOUNTINGMNTINC PIPE EXISTING MONOPOLE PROPOSED AT&T AWENNAS M 4 PER SECTOR) F%IQING ANTF OIELJ ALLOON 7740'00 ® 3100 AGL NNAq AND 7J91.00 'a214, •�` � —EXISTING ANTENNAS ® 390' ACL —EXISTING ANTENNAS PROPOSED AT&T ANTENNIS .. ® 380' AGL ANTENNA FRAME PLAN VIEW (4 ANTENNAS PER SECTOR) xor TO srxE EXISTING 100' MONOPOLE $$ .o g 4 0 e PROPOSED OPS ANTEN144 '.. PROPOSED GB11 ICE BR/ODE EXISTING ICE ORIOOE tz PROPOSED EQUIPMENT CABINETS EXISTING cNNNUn% FENCE EXISTING S HELTER PROPO wE S� f .. RIP EAST MONOPOLE ELEVATION NOT i0 SCALE OWNER eJITLMS: DATE; AT4T INITIALS: MTF: 1 PAGE J OF J PROPERTY INFORMATION: _ AF ROW. SCALE low_mo TAX I O AT&T I n I n I g �/ AS NOTED LEASE EXHIBIT PLAN loco-oae-ao-ol-as-ols.1 e n g 1 n e e T i n g o��70A SITE I.D. LI-1027 TNZONING J OURN ICTION: no WALYrA NAv aAW OF wunlan AT&T WIRELESS SERVICES 'q 140 9 SITE A00R21855 COUNTRY ROAD 15 EAST MIDLAND AVENUE % nj Tew TM PARAMUS,NJ 07652 T6D-oJe CUTCHOGUE, NY 11935 AT&T Name: Cutchogue Site Name: NY Cutchogue AT&T Number: LI-1027 1DE Business Unit: 806579 EXHIBIT"4"to the SLA PRIME LEASE AGREEMENT See attached Prime Lease Agreement Prepared by: B. Fitzgerald 7 Prepared on: November 5,2004 �7f to CUCHOGUE 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 ATIN: LESLIE J.SNYDER 1 e�wruum�®auimumerru MEMORANDUM OF ASSIGNMENT This Memorandum of Assignment is entered into by and between NEW YORK SMSA LIMITED PARTNERSHIP,a New York Limited Partnership("Assi=Qn with an office c/o Bell Atlantic Mobile, 180 Washington Valley Road,Bedminster,NJ,07921 and CROWN ATLANTIC COMPANY LLC,a Delaware limited liability company with an office at 510 Bering,Suite 500, Houston,TX,77057("Assi '). 1. Assignor(as lessee,assignee, or grantee)entered into a lease agreement or other instrument("A= mt")with the owner,lessor,or grantor(the"PrOMU 0 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("EmptW)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 terns,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("Assignme )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) NYINNJ ASSIGNOR: New York SMSA Limited Partnership by Cellco Partnership its managing general partner, by Bell Atlantic Mobile,Inc. its managing general`partner By: Witness Name: David H.Benson Title: Vice President and Chief Financial Officer [remainder of page intentionally left blank,Assignee's signature appears on page 31 Memorandum of Assigmient-4 Page 1 of 3 ASSIGNEE: CROWN ATLANIT MPANY LLC By: Jobn P1 Kelly Title: Executive Via resident [remainder of page intentionally left blank;notary blocks for both Assignor and Assignee follow] Memorandum of Asd pment-4 Page 3 of 5 F7 INDIVIDUAL ACKNOWLEDGMENT State of New Jersey County of Somerset On this 22nd day of March, 1999,before me appeared David H.Benson,to me personally known,who,being by rex 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/0779921 Notary Public My cmrvnission expires: ; WRWM K NEVILLE NOTARY PUBLIC OF NEW JERSEY My Commission Exp.AprI1 22,2OU1 5 COMMONWEALTH OF PENNSYLVANIA H COUNTY OF WASHINGTON CORPORATE ACKNOWLEDGMENT On this 25 day of MAMh 1999,before me,the subscriber,a Notary Public,in and for the Commonwealth of Pennsylvania,personally appeared John P.Kegy,Executive Vice President of Crown Atlantic Company LLC,a Delaware limited liability company,and in due form of law aelmowledged 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 VaMMOF,I have hereunto set my hand and affixed my seal in said County and Commonwealth of the day and year last above written. Notary Public My Commission Expires: �m aao80Me0.xrorrNaeijva„c�1a.,4, tNcaei„a p e,ria zzam Ma'noa• nwaaaamarrae,t� Memorandum ofAstipmmt•4 Notary—Aaaipnor Pap 5 of 5 Exhibit A Site Name _NY CUTIOGUE ___ Location Site Address 1: 21855 COUNTRY RD Site Address 2: County: SUFFOLK Lot/Block(if available): Tax Map(if available): I Property Owner Name: ARTHUR V JUNGE Address 1: 21855 COUNTRY ROAD Address 2: _ City, State, Zip: CUT'CffOQIffiM. 1193.x_ Title aquired by deed or other conveyance instrument recorded in: (Deed/Book/Vol) Lease A eement(or other instrument) Agreement Date: 6/3/91 Initial Term Expiration: 4/30/97 Renewal Terms: 3/5 _ OPTION AND'LUSE AGREEMENT This Agreement, made this day of Map, 1991, between.Arthur V. Jungs, having offices at 21855 Country Road, Cutchogue, New York 11935 (hereinafter referred to as -Lessor), and New York SMSA Limited Partnership, a Delaware limited partnership in which New York Cellular Geographic Service Area, Inc., a subsidiary of NYNEX-Mobile Communications Company, is the General Partner, having its principal offices at 2000 Corporate Drive, Orangeburg, New York 10962 - (hereinafter referred to as Tenant). OPTION AGREEMENT WHEREAS Lessor is the owner of certain real property located at 21855 _. Country Road, Cutchogue, New York; and WHEREAS Tenant desires to obtain an option to lease s 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 antenda structure approximately 100 feet in height, with a right of way for access thereto, and the installation of wires, cables and neces- sary connections between the equipment building and the monopole, all as substan- tially shown on Exhibits "A" and "B", attached hereto and made a part hereof. NOW, THEREFORE, in consideration of the sum of ob 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 night of way for access thereto, seven days a week, twenty-four hours a day, for the installation and maintenance of its facility as herein described, €or. the term and in accordance with the Lease Agreement and its covenants and conditions set forth therein. This option may be exercised at any time on or prior to November 15, 1991. The time during which the option may be exercised may be extended by Tenant for six months through May 15, 1992, by Tenant giving Lessor written notice of said extension not later than October 15, 1991, and the payment by Tenant to Lessor of an additional Option Money. If during the option period Lessor decides to sell the subject premises or make alterations thereto, Lessor shall immediately notify Tenant in writing so that Tenant may take steps necessary to protect Tenant's interest in the property. Any sale or altera— tion, however, shall be subject and subordinate to the terms of this Agreement. This Agreement may be sold, assigned or transferred at any time without the consent of Lessor to a partnership or corporation having a general partner or a shareholder, respectively, which is a subsidiary or affiliate of NYNEX Mobile Communications Company. As to other parties, this Agreement may not be sold, assigned or transferred without the written consent of Lessor, such consent not to be unreasonably withheld or delayed. Should Tenant fail to exercise its option within the time herein limited, all rights and privileges granted hereunder shall be deemed completely surrendered, this option 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 by Tenant, which Memorandum of Agreement may be recorded by Tenant at Tenant'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 - by Tenant to Lessor in writing by certified mail, return receipt requested. Notice shall be deemed effective on the date it is posted. On the first day of the month following the giving of such notice, the following Lease Agreement shall become effective. LEASE AGREEMENT This Agreement, made between Arthur V. 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 NYNE% Mobile Communications Company, is the General Partner, having its principal offices at 2000 Corporate Drive, Orangeburg,, New York 10962 (hereinafter referred to as Tenant). WITNESSETH: 1. Lessor hereby leases to Tenant that certain interior 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 _3 to as the Commencement Date) at an 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 rental payment date. While Tenant intends to make each payment due hereunder on or before its due date, in the event Tenant fails to make a payment within ten days after its due date Lessor will give Tenant written notice of such nonpayment and Tenant will immediately make such payment. No action may be maintained by Lessor against Tenant for such nonpayment unless Tenant has failed to make payment within ten days after receipt of such written notice from Lessor. 3. Tenant shall have the option to extend this lease for three addi- tional five year terms by giving the Lessor written notice of its intention to do so at least six months prior to the and of the then current lease term. 4. The annual rental for each year of the first five year extension term shall be MW payable in equal monthly installments of 6on 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 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 MINOMMEWon the first day of each month. S. 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 and of _4- such term, this LeaseAgreement. shall continue in force upon the same terms and `'condition9''�for a further .term of one year and for annual terms thereafter tuntil terminated by either party by giving to the other written notice of its intention to so terminate at least six months prior to the end of such term. Monthly rental for this period shall be equal to the rent paid for the last month of the third five year extension term. 6. Tenant intends to use the premises for the purpose of constructing, i maintaining and operating a mobile communications facility and uses incidental thereto, consisting of a prefabricated equipment building to be installed by Tenant in Lessor's building, and one free-standing monopole antenna structure approximately 100 feet in height, and all necessary connecting appurtenances, all as aforesaid. A security fence consisting of chain link or comparable construc- tion may be placed on the property if deemed necessary or advisable by Tenant. Tenant may install electrical, air conditioning, sprinkler and other systems and meters as may be necessary to maintain its equipment, and all costs of services for same shall be borne by Tenant. All-lmpraveme'Nea Shall be at Tenant's expense. Tenant will maintain the property-in a reasonable condifdon. 7. Lessor acknowledges that Tenant's ability to use the premises is contingen"- pon 'its obtaining; either beforeor after the ciommencement Date of this Lease Agreement, =a11r, of the certificates't permibs,Hlicenses and othemeap- provals that may be required by any federal, state and local authorities. Lessor shall cooperate with Tenant in its.ef-ferts- to obtaiRNsuch approvals and shall take no %LrtiWirl",which would adversely affect the status of. the premises-with respect to-•the....propeaedL ,use•: thereof Uy .Unant. 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,- licenseor approval issued to Tenant is subsequently can- . .... .: _ �:,.: - ..-5_ - _•,. . ., 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 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 not in default hereunder and shall have paid all rents and sums due and payable to Lessor by Tenant, Tenant shall have the right to terminate this Lease Agreement upon the annual anniversary of the Commencement Date of this Lease Agreement, provided that six months prior written notice is __ . ¢ y T - f.• 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 --- - _7__ days after receipt of_.auch:vrittesAutice. 16. This Lease Agreement contains all the agreements, promises and understandings between Lessor and Tenant, and no oral agreements, promises or j understandings shall be binding upon either Lessor or Tenant in any dispute, I 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 NYNER Mobile Communications Company. As to other parties, this Lease Agreement may not be sold, assigned or transferred without the written consent of Lessor, such consent not to be unreasonably withheld or delayed. 19. All notices - hereunder •must be in writing and shall be deemed validly given if sent by certified mail, return receipt requested, addressed as follows (or any other address that the party to be notified may have designated to the sender by like notice): Tenant: New York SMSA Limited Partnership 2000 Corporate Drive Orangeburg, New York 10962 Attn: Manager —.Real Estate Copy to: Joseph A. Hallock, Esq. Hallock 6 Amann .. : 175 Fairfield Avenue, Suite IA West Caldwell, New Jersey 07006 Lessor: Mr. Arthur V. Junge 21855 Country Road Cutchogue, New York 11935 m8` ki 20. This Lease Agreement shall' inure to the benefit of and bind the heirs, personal representatives, successors and assigns of the parties hereto. 21. At 'Lessor's optiog, .this Lease Agreement shall be subordinated to any future mortgage made by Lessor-which from time to time may encumber all or part of Lessor's property .of. which. the leased premises are a part; provided, however, every such mortgage shall-recognize the validity of this Lease Agreement in the event of a foreclosure of Lessor's interest and also Tenant's right to remain in occupancy of and have access to the leased premises as long as Tenant is not in default under this Lease Agreement. Tenant shall execute whatever instru- ments may reasonably be required to evidence this subordination provision. - - i In the event the leased premises are presently encumbered by a mortgage, Lessor will obtain and furnish to Tenant a non-disturbance instrument for each such mortgage in recordable form.. 22. Lessor agrees.. to execute a Memorandum of Agreement to be prepared by Tenant, if requested by Tenant, which Memorandum of Agreement may be recorded ' by Tenant at Tenant's expense. IN WITNESS WHEREOF, the parties hereto have set their hands and affixed their respective seals the day and year first above written. Witness: - Lessor: Arthur V. Junge Date: -3 1991 Witness: Tenant: New York SMSA Limited -. Partnership By: Noreen�VVl.ce Pr_e ept New York Cel uiHt,GeograpMc Service Areas General Part3eK1_±- �� Y, 't �I Date: is t ��-r -1=1�:'3.`..i '��,�a'�Sii�rt�i ,eta+"RYL+wY1 - t ;•t a.i� �� i�1r �-u ACKNOWLEDGMENT STATE OF NEW .YORK . SS COUNTY OF� On the -?"day ofy. , 1991,. before me came Arthur V. Junge, to me know, who being duly 0en� worn 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 INAGY Nosy Wr,Shb of Nes Ywk No.4696735 0AW to Smok CQL* ,7 CannYtla:6:pkgNrl Y9i 1993 STATE OF NEW YORK : SS COUNTY OF ROCKLAND : On the 31*'rday of 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. KATHONG WMqM rar�n J w "EXHIBIT A" Monopole .Fenced Area i 12 ' x 26' Prefab Equipment Shelter PARKING AREA I I I I[ I I l JUNGE MECHANI�{IAL CQRPORATION DU HEADQUARTERS m I � I i I I i FRONTEARCEL i I i SOUND AVENUE r � (EXHIBIT B) i ALP 9212 r �T T14 T . V �a °.o a e 100 ft Monopole - �II Not to Scale II NYCENY1027 1 Market:Long Island Cell Site Number NYCENY1027 Cell Site Name:CUTCHOGUE N.Y.LAND LEASE AGREEMENT THIS LEASE AGREEMENT ("Agreement"), dated as of the latter of the signature dates below ("Effective Date"), is entered into by Arthur V. Junge, an Individual, having a mailing address of 418 Moulton Hill Road, Lyman New Hampshire 03585 (hereinafter referred to as "Landlord") and Cellular Telephone Company d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation, its general partner, having a mailing address of PO Box 2088, Rancho Cordova CA 95741-2088 (hereinafter referred to as"Tenant"). BACKGROUND Landlord owns or controls that certain plot, parcel or tract of land, together with all rights and privileges arising in connection therewith, located at 21855 Country Road 48, Cutchogue , in the County of Suffolk, State of New York (collectively, the "Property"). Tenant desires to use a portion of the Property in connection with its federally licensed communications business. Landlord desires to grant to Tenant the right to use a portion of the Property in accordance with this Agreement. The parties agree as follows: 1. LEASE OF PREMISES. Landlord leases to Tenant a certain portion of the Property containing approximately 310.50 square feet as described on attached Exhibit 1, together with unrestricted access for Tenant's uses from the nearest public right-of-way along the Property to the Premises as described on the attached Exhibit 1 (collectively,the"Premises"). 2. PERMITTED USE. Tenant may use the Premises for the transmission and reception of communications signals and the installation, construction, maintenance, operation, repair, replacement and upgrade of its communications fixtures and related equipment, cables, accessories and improvements, which may include a suitable support structure, associated antennas, equipment shelters or cabinets and fencing and any other items necessary to the successful and secure use of the Premises (collectively, the "Communication Facility"), as well as the right to test, survey and review title on the Property; Tenant further has the right to add, modify and/or replace equipment in order to be in compliance with any current or future federal, state or local mandated application, including, but not limited to, emergency 911 communication services, at no additional cost to Tenant or Landlord (collectively, the "Permitted Use"). Landlord and Tenant agree that any portion of the Communication Facility that may be conceptually described on Exhibit 1 will not be deemed to limit Tenant's Permitted Use. If Exhibit 1 includes drawings of the initial installation of the Communication Facility,Landlord's execution of this Agreement will signify Landlord's approval of Exhibit 1. Tenant has the right to install and operate transmission cables from the equipment shelter or cabinet to the antennas, electric lines from the main feed to the equipment shelter or cabinet and communication lines from the main entry point to the equipment shelter or cabinet, and to make Property improvements, alterations, upgrades or additions appropriate for Tenant's use ("Tenant Changes"). Tenant Changes include the right to construct a fence around the Premises and undertake any other appropriate means to secure the Premises. Tenant agrees to comply with all applicable governmental laws, rules, statutes and regulations,relating to its use of the Communication Facility on the Property. Tenant has the right to modify, supplement, replace, upgrade, expand the equipment, increase the number of antennas or relocate the Communication Facility within the Premises at any time during the term of this Agreement. Tenant will be allowed to make such alterations to the Property in order to accomplish Tenant's Changes or to insure that Tenant's Communication Facility complies with all applicable federal, state or local laws,rules or regulations. . In WCEINIM7,CUTCaOGIIE 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')annual anniversary of the Effective Date. (b) This Agreement will automatically renew for four(4)additional five(5)year term(s) (each five(5) year term shall be defined as the "Extension Term"), upon the same terms and conditions unless the Tenant notifies the Landlord in writing of Tenant's intention not to renew this Agreement at least sixty(60) days prior to the expiration of the existing Term. (c) If Tenant remains in possession of the Premises after the termination or expiration of this Agreement then Tenant will be deemed to be occupying the Premises on a month to month basis (the "Holdover Term") subject to the terms and conditions of this Agreement. (d) The Initial Term, the Extension Term and the Holdover Term are collectively referred to as the Term ("Term"). 4. RENT. (a) Commencing on the first day of the month following the date that Tenant commences construction (the "Rent Commencement Date"), Tenant will pay the Landlord a monthly rental payment o ("Rent"), at the address set forth above on or before the fifth (5 ) day of each calendar month in advance. In partial months occurring after the Rent Commencement Date, Rent will be prorated. The initial Rent payment will be forwarded by Tenant to Landlord within thirty(30) days after the Rent Commencement Date. (b) In year two(2) of the original term, and each year thereafter, monthly Rent will increase by4ft 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 perrrrits, 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. w�dw 2 20 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 deathiproperty 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 m�a 3 zoo, attorneys' fees and court costs) arising directly from the actions or failure to act of Landlord or its employees or agents,or Landlord's breach of any provision of this Agreement,except to the extent attributable to the negligent or intentional act or omission of Tenant,its employees,agents or independent contractors. (c) Notwithstanding anything to the contrary in this Agreement,Tenant and Landlord each waives any claims that each may have against the other with respect to consequential,incidental or special damages. 10. WARRANTIES. (a) Tenant and Landlord each acknowledge and represent that it is duly organized,validly existing and in good standing and has the right, power and authority to enter into this Agreement and bind itself hereto through the party set forth as signatory for the party below. (b) Landlord represents and warrants that: (i) Landlord solely owns the Property as a legal lot in fee simple, or controls the Property by lease or license; (ii) the Property is not encumbered by any liens, restrictions, mortgages, covenants, conditions, easements, leases, or any other agreements of record or not of record, which would adversely affect Tenant's Permitted Use and enjoyment of the Premises under this Agreement; (iii) as long as Tenant is not in default then Landlord grants to Tenant sole, actual, quiet and peaceful use, enjoyment and possession of the Premises; (iv)Landlord's execution and performance of this Agreement will not violate any laws, ordinances,covenants or the provisions of any mortgage, lease or other agreement binding on the Landlord; and(v) if the Property is or becomes encumbered by a deed to secure a debt,mortgage or other security interest, Landlord will use best efforts to provide promptly to Tenant a mutually agreeable Subordination, Non-Disturbance and Attomment Agreement. 11. ENVIRONMENTAL. (a) Landlord represents and warrants that the Property is free of hazardous substances as of the date of this Agreement, and, to the best of Landlord's knowledge, the Property has never been subject to any contamination or hazardous conditions resulting in any environmental investigation, inquiry or remediation. Landlord and Tenant agree that each will be responsible for compliance with any and all environmental and industrial hygiene laws, including any regulations, guidelines, standards, or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene condition or other matters as may now or at any time hereafter be in effect, that are now or were related to that party's activity conducted in or on the Property. (b) Landlord and Tenant agree to hold harmless and indemnify the other from, and to assume all duties, responsibilities and liabilities at the sole cost and expense of the indemnifying party for, payment of penalties, sanctions, forfeitures, losses, costs or damages, and for responding to any action, notice, claim, order, summons, citation,directive, litigation, investigation or proceeding which is related to (i)the indemnifying party's failure to comply with any environmental or industrial hygiene law, including without limitation any regulations, guidelines, standards or policies of any governmental authorities regulating or imposing standards of liability or standards of conduct with regard to any environmental or industrial hygiene conditions or matters as may now or hereafter be in effect, or(ii) any environmental or industrial hygiene conditions that arise out of or are in any way related to the condition of the Property and activities conducted by the party thereon, unless the environmental conditions are caused by the other party. (c) The indemnifications of this Paragraph 11 Environmental specifically include reasonable costs, expenses and fees incurred in connection with any investigation of Property conditions or any clean-up, remediation, removal or restoration work required by any governmental authority. The provisions of this Paragraph 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. q zaoa 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. REMOVAU/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 or quarterly basis all utilities charges for electricity, telephone service or any other utility used or consumed by Tenant on the Premises. In the event Tenant cannot secure its own metered electrical supply, Tenant will have the right, at its own cost and expense, to submeter from the Landlord. When submetering is necessary and available, Landlord will read the meter on a monthly or quarterly basis and provide Tenant with the necessary usage data in a timely manner to enable Tenant to compute such utility charges. Failure by Landlord to perform this function will limit utility fee recovery by Landlord to a 12-month period. Landlord will fully cooperate with any utility company requesting an easement over,under and across the Property in order for the utility company to provide service to the Tenant. Landlord will not be responsible for interference with, interruption of or failure, beyond the reasonable control of Landlord, of such services to be fiunished or supplied by Landlord. 15. DEFAULT AND RIGHT TO CURE. (a) The following will be deemed a default by Tenant and a breach of this Agreement: (i) non- payment of Rent if such Rent remains unpaid for more than thirty (30) days after receipt of written notice from Landlord of such failure to pay; or (ii) Tenant's failure to perform any other term or condition under this Agreement within forty-five(45) days after receipt of written notice from Landlord specifying the failure. No such failure, however, will be deemed to exist if Tenant has commenced to cure such default within such period and provided that such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes beyond the reasonable control of Tenant. If Tenant remains in default beyond any applicable cure period,Landlord will have the right to exercise any and all rights and remedies available to it under law and equity. (b) The following will be deemed a default by Landlord and a breach of this Agreement. Landlord's failure to perform any term, condition or breach of any warranty or covenant under this Agreement within forty- five(45) days after receipt of written notice from Tenant specifying the failure. No such failure, however, will be deemed to exist if Landlord has commenced to cure the default within such period and provided such efforts are prosecuted to completion with reasonable diligence. Delay in curing a default will be excused if due to causes W Ln L� 5 2000 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#NYCENY102r; Cell Site Name: cuTcxocuE 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: cuTcxocuE 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 6 zow damage or destruction. Upon such termination,Tenant will be entitled to collect all insurance proceeds payable to Tenant on account thereof and to be reimbursed for any prepaid Rent on a prorata basis. 21. WAIVER OF LANDLORD'S LIENS. Landlord waives any and all lien rights it may have, statutory or otherwise, concerning the Communication Facility or any portion thereof. The Communication Facility shall be deemed personal property for purposes of this Agreement, regardless of whether any portion is deemed real or personal property under applicable law, and Landlord consents to Tenant's right to remove all or any portion of the Communication Facility from time to time in Tenant's sole discretion and without Landlord's consent. 22. MISCELLANEOUS. (a) Amendment/Waiver. This Agreement cannot be amended, modified or revised unless done in writing and signed by an authorized agent of the Landlord and an authorized agent of the Tenant. No provision may be waived except in a writing signed by both parties. (b) Memorandum/Short Form Lease. Either party will, at any time upon fifteen(15) business days prior written notice from the other, execute, acknowledge and deliver to the other a recordable Memorandum or Short Form of Lease. Either party may record this Memorandum or Short Form of Lease at any time, in its absolute discretion. (c) Bind and Benefit. The terms and conditions contained in this Agreement will run with the Property and bind and inure to the benefit of the parties, their respective heirs, executors, administrators, successors and assigns. (d) Entire Agreement. This Agreement and the exhibits attached hereto, all being a part hereof, constitute the entire agreement of the parties hereto and will supersede all prior offers,negotiations and agreements with respect to the subject matter of this Agreement. (e) Governing Law. This Agreement will be governed by the laws of the state in which the Premises are located,without regard to conflicts of law. (f) Interpretation. Unless otherwise specified,the following rules of construction and interpretation apply: (i) captions are for convenience and reference only and in no way define or limit the construction of the terms and conditions hereof, (ii)use of the term"including" will be interpreted to mean"including but not limited to"; (iii)whenever a party's consent is required under this Agreement, except as otherwise stated in the Agreement or as same may be duplicative, such consent will not be unreasonably withheld, conditioned or delayed; (iv) exhibits are an integral part of the Agreement and are incorporated by reference into this Agreement; (v)use of the terms "termination" or"expiration" are interchangeable; and(vi)reference to a default will take into consideration any applicable notice,grace and cure periods. (g) Estoppel. Either party will, at any time upon twenty(20) business days prior written notice from the other, execute, acknowledge and deliver to the other a statement in writing(i) certifying that this Agreement is unmodified and in full force and effect (or, if modified, stating the nature of such modification and certifying this Agreement, as so modified, is in full force and effect)and the date to which the Rent and other charges are paid in advance, if any, and (ii) acknowledging that there are not, to such party's knowledge, any uncured defaults on the part of the other party hereunder, or specifying such defaults if any are claimed. Any such statement may be conclusively relied upon by any prospective purchaser or encumbrancer of the Premises. The requested party s failure to deliver such a statement within such time will be conclusively relied upon by the requesting party that (i) this Agreement is in full force and effect, without modification except as may be properly represented by the requesting party, (ii) there are no uncured defaults in either party's performance, and (iii) no more than one month's Rent has been paid in advance. (h) No Electronic Signature/No Option. The submission of this Agreement to any party for examination or consideration does not constitute an offer, reservation of or option for the Premises based on the terms set forth herein. This Agreement will become effective as a binding Agreement only upon the handwritten legal execution,acknowledgment and delivery hereof by Landlord and Tenant. [SIGNATURES APPEAR ON THE NEXT PAGE] m�Taax 7 moa 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: G Print Name: Print Name: u Its: Owner Date: /a "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: e� Print Name: I t r i S h A¢ a m m b ve-$ Print Name: S y Its: Date: f Qi�tcj IRS AIO �i enJ U�D��C IA f3((M A.— O�ian1S [ACKNOWLEDGMENTS APPEAR ON THE NEXT PAGE] m�a g zaoa TENANT ACKNOWLEDGMENT STATE OF Athot ✓`rL ss: COUNTY OF k On the_day of m he ear'=-'before me,the undersigned,a notary public in and for said state,personally appeare en/ ,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. Not4 jublic: My Cbrdmission Expires: JANE I I E ELISE WAt,9v NOTARY PUBLIC OF NEOV JERSE LANDLORD ACKNOWLEDGMENT MY COMMISSION EXPIRES FFA 4,20W STATE OF i�EI�J 10 � 1 t f )ss: COUNTYOF t t�11L 1 On the�a day of CC-(. in the yeazZ�� before me,the undersigned,a notary public in and for said state,personally appeared Arthur V.Junge,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), d that by his/her/their signature(s)on the instrument,the individual(s)or the person upon behalf of which the ' vidual(s) acted,executed the instrument. Notary Publi CQd2UoJ My Commission Expires: 10-I '-CES PW-- NANk71wa_� IIDW FUMjC,%ATE OF NENINOBK NQ.01NE00M70 QUALIFIED IN SUFFOLK COUNTY MY COMMISSION EXPIRES OCTOBER 15,20.!2S rrx�a r«�e 9 zona EXHIBIT 1 DESCRIPTION OF PREMISES Page_of_ to the Agreement dated / l�Q ��a 2004, by and between Arthur V. Junge, an Individual, as Landlord, and Cellular Telephone Company, d/b/a AT&T Wireless, a New York partnership, by LIN Cellular Communications Corporation, a New York corporation,its general partner, as Tenant. The Premises are described and/or depicted as follows: Cl tb 49 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 mad shall be the width required by the applicable governmental authorities,including police and fm departments. 4. The type,number and mounting positions and locations of antennas and transmission lines ate illustrative only.Actual types,numbers and mounting positions may vary from what is shown above. WI Lface raoa EXISTING CSG CABINET 18B l5/ 1 ■� I 1 EXISTING 120' A I PROPOSED 1J.5'x2J' O I MONOPOLE APPROXIMATE ROUTE UTILITY 1 1 AT&T LE45E AREA CONWN ROUTE 1 1� rl j I� 1 � EXISTING PARKING MEA- A I EXISTING MULTI- of j METER FRAME APPROXIMATE LOCATION OF ml I u EXISTING PROPERTY LINE (TYP.) b BAT Z 1 1� 1 1 EXISTING BUILDING EXISTING TRANSFORMER I 1 1 I 1 1 1 _ _- /52552 30'N COUNTY ROAD 48 CALLED NORM OVERALL SITE PLAN GRAPHIC SCALE 50' 0 50' APPROXIMATE SCALE: 1" = 50'-0" "RA`x °AE AT&T INm : DAM. PAGE 1 OF 3 PROPEM INFORMATION: S°RN SCALE LEASE EXHIBIT PLAN "°"°"'"X '°" AT&T i n f i n i g 1000-o9e T Xal DIa1 e n g i n e e r i n g �/ 9��1�a SITE I.D. LI-1027 ZONING JUR5pCTI0N: $10 MM HAY C•w S/ ADDRESS: TDIIN OF SOUDIOIn AT&T WIRELESS SERVICES aRrk E»m,�;,., 15 EAST MIDLAND AVENUE 21855 COUNTRY ROAD rA>t F(no)ew-Tw PARAMUS,NJ 07652 150-030 CUTCHOGUE, NY 11935 EXISTING CSC CABINET X % % % % X % X X--� i ••, EXISTING 120' EXISMONOPOLE AND CO EQUIPMENT AND CONCRETE PPD ''... x x PROPOSED 135x23' PROPOSED AT&T LEASE ARM 10.0' GIBLE ACE EXISTING ,,,^^^^ SHELTER PROPOSED GPS ANDUM �'SC:'':•• �• EXISTING x !' �!�'.• :� SHELTER x PROPOSED FEWE 1� EXISTING GENERATOR PROPOSED GVE EXISTING GATE LOCAROW OF AT&T SOUP"ON 10'-0 xL8-6 ir6•LEEP IXMICREN PAD EXISTING FENCE CALLED NORTH SITE LAYOUT GRAPHIC SCALE 10' 0 10' APPROXIMATE SCALE: 1" = 10'-0" OWNER INMAM 6AE AT&T INITIALS: DATE PAGE 2 OF 3 PROPS INFORMATION: APPROX. SCALE "�°"TAX Iw 1 n f i n 1 g v NOTED LEASE EXHIBIT PLAN 1010-01 01-00-019'1 AT&T e n g I n e e r I n 9 �/ OAie -0 ZONING JUPISUICMX 010 M s/21/w $ITE I.O. LI-1027 TONIN OF SOUTHOLD NBFF14 G YIYm SIr[ADDRESS: AT&T WIRELESS SERVICES uvea r c.:!= 21855 COUNTRY ROAD 15 EARAMIDLANDAVENUE FXR(no)elo-T0n PAwAMus,woTssz lso-o3e CUTCHOGUE, NY 11935 —EXISTING ANTENNAS O ±120' AGL STAND-1 W/WrEOFF MOUNT W/AMENNI NONNIViG PIPE 'V (BY TOWER MFR) EXISTING MONOPOLE —EXISTING ANTENNAS PPTROOPOS�ED ATT ANIENNIS' O ±105' AGL kODELI AEEGON 777P 4 PER 700 AND 7391.00 �0% 'ati,HLrN O I395q AANTENNAS 1a0 7p ANTENNA FRAME PLAN VIEW (PROPOSED Ar�PrER��) Har TD zuc EXISTING 120' MONOPOLE g� PROPOSED � Q 4 b O ANTERM GPS PROPOSED C4&E y W.'E BROW EXISTING ICE BRIDGE PROPOSED EOUIP4l' ENT EXISTING ChWNNNN CAM&TS FENCE EXISTING SHELTER PROPOSED fEACf� EAST MONOPOLE ELEVATnON NOT TO SCALE OWNER IMONS: DATE AT&T WTI": DATE PAGE 3 OF 3 PROPERTY INFORMATION: PPPROX. SC1LE F,n TAX nrAT&T I n f i n I g a Norm LEASE EXHIBIT PLAN e n g I n e e r I n g Y/ DATE: 4 SITE I.D. t1-1027 ONINO JURMOIOTION: 7 eta MW NW ll..ww MWN OF SOIIRRMDRanaL a non SITE ADORESS. AT&T WIRELESS SERVICES 15 EAST MIDLAND AVENUE 21855 COUNTRY ROAD FAx k pro?sa-Tam PARAMOS,NJ 0702 1sD-036 CUTCHOGUE, NY 11935 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31738 Date: 08/04/06 THIS CERTIFIES that the building ACCESSORY Location of Property: 21855 CR 48 CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Nap No. 473889 Section 96 Block 1 Lot 19.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 4, 2005 pursuant to which Building Permit No. 31093-Z dated MAY 6, 2005 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 CO-LOCATION OF AN ANTENNA ON AN EXISTING TELECOMMUNICATIONS TOWER & CONSTRUCTION OF EQUIPMENT FACILITY AS APPLIED FOR AS PER CONDITIONS OF ZBA 45671 DATED 4/11/05. The certificate is issued to ARTHUR V JUNGE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 97679C 09/01/05 PLUMBERS CERTIFICATION DATED N/A Author�d Sign tureSign ture Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31093 Z Date MAY 6, 2005 Permission is hereby granted to: ARTHUR V JUNGE PO BOX 299 ORIENT,NY 11957 for CO-LOCATION OF AN ANTENNA ON AN EXISTING TELECOMMUNICATIONS TOWER & CONSTRUCTION OF EQUIPMENT FACILITY PER ZBA & PLANNING BOARD APPROVALS at premises located at 21855 CR 48 CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0001 Lot No. 019. 001 pursuant to application dated MAY 4, 2005 and approved by the Building Inspector to expire on NOVEMBER 6, 2006 . Fee $ 200 . 00 17 giuZ Authori�zed Signature ORIGINAL Rev. 5/8/02 MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O.P.O. Box 1179 JERILYN B.WOODHOUSE Southold,NY 11971 Chair ~ \, T \,\d CE LOCATION: WILLIAM J.CREMERS w v. awn Hall Annex KENNETH L.EDWARDS > � • •- 54355 State Route 25 MARTIN H.SIDOR Q /' GEORGE D.SOLOMON !�C Q (co .•Maid Rd. &Youngs Ave.) l-110 �\ / Southold, NY ^ten '� Telephone. 631766-1938 April 12, 2005 V Fax:631 765-3136 PLANNING BOARD FF TOWN OF SOUTHO Lawrence C. Re, Esq. Munley, Mead, Nielson & R2 36 North New York Avenue Huntington, NY 11743 Re: Proposed Site Plan for LIN Cellular Communications LLC (Cingular Wireless) Located on the n/s/o County Road 48, 728' w/o Cox's Lane, in Cutchogue SCTM#1000-96-1-19.1 Zoning District: LI Dear Mr. R& The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 11, 2005: WHEREAS, the applicant, LIN Cellular Communications (NY) LLC., proposes the site plan for a new equipment building of 270 sq. ft. with a fourth (4th) antenna located on the existing cellular pole on a 1.04 acre parcel in the LI Zone; and WHEREAS, Arthur V. Junge, is the owner of the property known as 21855 County Road 48 and located on the n/s/o County Road 48, approximately 728'w/o Cox's Lane, in Cutchogue, SCTM#1000-96-1-19.1; and WHEREAS, the agent, Lawrence C. Re, proposes the site plan for the applicant and owner; and WHEREAS, on January 18, 2005, a formal site plan application was submitted for approval; and WHEREAS, on March 10, 2005, the Southold Town Zoning Board of Appeals granted a variance as described under Appeal Number 5671; be it therefore RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6NYCRR), Part 617.5 C-11, makes a determination that the proposed action is a Type II and not subject to review; and be it therefore further RESOLVED, that the Southold Town Planning Board closes the final public hearing on the Site Plan known as LIN Cellular Communications (NY) LLC; and LIN Cellular Communications (NY) LLC (Cingular Wireless)- Page Two -04/12/05 WHEREAS, on February 11, 2005, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board has accepted his recommendation; and WHEREAS, on February 18, 2005, the Planning Board received a structural analysis report and letter from Infinigy Engineering certified by Oscar Pedraza, a licensed professional engineer, with several attachments to substantiate the report and the Planning Board has accepted this report and has incorporated this in the site plan approval; and WHEREAS, on February 22, 2005, the Cutchogue Fire District recommended that no additional fire well will be needed and the Planning Board has accepted this recommendation; and WHEREAS, on March 3, 2005, the Architectural Review Committee reviewed the site plan materials and determined there are no architectural features requiring comments- and ommentsand the Planning Board has accepted this approval; and WHEREAS, on March 14, 2005, the Southold Town Building Inspector reviewed and certified the site plan for"wireless communication equipment facility" use; and. - WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following two items are incorporated and included in the site plan: &All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet the Town Code requirements. The applicant, agent and owner will install 6' high balled cedars instead of the arborvitae detailed on the landscaping plan prepared by Infinigy Engineering, certified by Paul M. Penman, Licensed Professional Engineer, dated September 28, 2004 and last revised January 10, 2005. In addition, the landscape will be guaranteed for two years to ensure survivability; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it therefore further RESOLVED that the Southold Town Planning Board grant final approval on the site plan prepared by Infinigy Engineering, certified by Paul M. Penman, Licensed Professional Engineer, dated September 28, 2004 and last revised January 10, 2005; and authorize the Chairperson to endorse the final site plans subject to a one year review. LIN Cellular Communications (NY) LLC (Cingular Wireless)- Page Three 04/12/05 Enclosed +s-ene espy Iof the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours. ?Jenlyn By. WWoodhouse Chairperson Enc. cc: Building Department Town Engineering Inspector Town Zoning Board of Appeals :S. APPGALS BOARD MEMBERS ��Of svuryo Southold Town Hall Ruth D. Oliva,Chairwoman - 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer 4 * Southold,NY 11971-0959 Vincent Orlando y� Office Location: James Dinizio.Jr. • ion Town Annex/First Floor.North Fork Bank Michael A. SimonCO 54375 Main Road(at Youngs Avenue) Southold.NY 11971 http://southtildlown-northfork.net BOARD OF APPEALS 1 TOWN OF SOUTHOLD Tel. (631)765-1809•Fax(631)765-9064 L , FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 10,2005 Appl.No.5671 —CINGULAR WIRELESS PCS, LLC(A.Junge,Owner) Property Location: 21855 C.R.48(Middle Road),Cutchogue CTM No.96-1-19.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type D category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned as a setback request. PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the north side of C.R. 48 in Cutchogue, with 45,589 sq, ft. of land area and road frontage of 168.17 ft. The property is immediately adjacent to the Landfill at the north side. To the west are residences, and to the east, vacant land. The property is located in the Light Industrial (LI) Zone District and improved with an existing Telecommunications Tower and equipment shelter structure,and business buildings. BASIS OF APPLICATION: Building Department's December 15, 2004 Notice of Disapproval denying a permit to construct for the reason that the equipment shelter (storage building) is proposed in a location at less than 70 feet from the rear property line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 3, 2005, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area,and other evidence,the Zoning Board finds the following facts to be true and relevant. AREA VARIANCE RELIEF REQUESTED: Applicant requests a location of a 13.5' x 23' equipment shelter building, 32 feet from the rear property line. The January 10, 2005 updated site plan (ZO1) shows its proposed location near the existing 100' monopole tower and equipment compound, and north of the existing parking area. Also proposed is additional landscaping and fencing on the west and south sides. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections,the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in character of neighborhood or a detriment to nearby properties. The Telecommunications Law requires co-location on existing towers. This property contains an existing tower, and applicant's propose to co-locate antennas in accordance with the codes within tate existing 100 ft. height of the tower. The need for an equipment shelter building is in support of the co-location. The existing telecommunications tower sits in the northeasterly rear yard,and there is a need for this building to be as close to the tower as possible. Page 2—March 10,2005 ZBA Ref.5671 —Cingular Wireless(and others) 96-1-19.1 at Cutchogue 2. The benefit sought by the applicant cannot be achieved by some method, feasible for applicant to pursue, other than an area variance because of environmental constraints and because the proposed location is the most beneficial to the applicants and the neighborhood. The requested variance is not unreasonable and is within keeping of the many regulations pertaining to public utility uses and transmission towers. 3. The variance is not substantial and exceeds the setback requirements (ref. 100-33) which apply to similar types and designs of accessory storage structures in this and all other zone districts. 4. The relief granted will not have an adverse effect or impact on the physical or environmental conditions In the neighborhood or district. No evidence has been submitted to suggest the new location of the equipment shelter structure will have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. The applicant will provide landscaping for buffering the area. The Board suggests five-foot arborvitae,planted four feet apart,to be continuously maintained. However, the Board reserves the right to review this buffering layout if screening is not adequately followed by applicant relative to this particular area. 5. In considering this application, the Board deems this action to be the minimum necessary and adequate for the applicants to enjoy the benefit of equipment shelter, and that the grant of this variance will preserve the character of the neighborhood, and the health, safety, welfare of the community. BOARD RESOLUTION: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by Member Dinizio, and duly carried,to: GRANT the variance as applied for,and shown on the InBnigy Engineering Co. site plan Z01 dated 9-29-04, updated 10-14-04. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Orlando, Dinizio, and Simon. This Resolution was duly adopted(5-0 Ik Uhairwornan D oRuth D.Oliva, 4 V--05 Approved for Filing TAX LOT #17.5 N/0/F TOWN OF SOUTHOLD 188.15' TT 2.2'NW 0_ N 23°14'00 E C E 10.9rSW 10. 4.O'NW C AIN L I F E STORAGE BIN 17.7'SE 8.6'SE MONOPOLE G R A S.S.......... . .. ._......'...... . 1 STY 165'.:_....— METAL & FRAME / d _�..—.. ------------------- ------- -- / T— GRASSJ WW K� K O^\\j / X 2 W N O I / Z Va ti I{ APPROXIMATE LOCATION OF TE 00 N 11 : VERIZON EASEMENT GA 1%0O I (RECORD-EXIBIT -A' V105786) 9 3'SW N tFy 0 I I b K ^y II . N i UNDERGROUND VERIZOPI M WIRELESS CONDUIT 0: I I i (RECORD-EXIBIT -Aw V106723) N K i I 00 A S P H A L T P A R K I N G TAX LOT #19.1 EDGE OF ASPHALT m II AREA: 13.1'SW n n I I 45.589 Sq-F. I }IS V) < I a 1.0465 Acres I a fr A S P H ALT PARKING 1}s ---------------------------R -Q �I4.85SW I 105.15 1 om 55 1 } I STY U I I 1855 i < ! l *1 CONCRETE FRAME W ez I I i I 3 in ~Fdii I ri Wf I I N 1 STY 1 > 3 z I I v METAL r I (AUTO WWI) ; rc 105.15' ° II �I -----------ifdm'dvm------ --------- �$ z ✓`� 0- M r0 xI 3 U asw i I I I <� a : a+. z O TAX LOT #20.1 �- z �.y o :' o N/O/F CHRISTOPHER MOHR I• 2 Y ® fA I; V .. wOli GRASS <a Z W rx III P2e •, m GRASS v I wow Cu �� z� 1750''((0®)) N. LILCO z / I 'i 1.5'N ^I TILITY POLE UTILITY POLE #420 / �J 421 CONCRETE CURB an = 168.17' - - ...............i1:......= S ELEC. CONDUIT 25052130" W (MARK-OUT) ]hMDLE (120' WIDE) ROAD NOTES: — (C.R.-48) 1. THE OFFSETS OR DIMENSIONS SHOWN HEREON. FROM TIE PROPERTY LINESTO 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. AM71MIAL STRUCTURES OR ANY 07NM IMPROVEMENTS 2. CONSULWTH THE MODIFYING ANY W OAR EXISTING CLARK WAY TWALKS OR ROADWAYS EIMORE DESIGNING, I NSTALUNG O' IN THE STREET SHOWN HEREON. 3. SUBSURFACE INFORMATION SHOWN HEREON WAS BASED ON VISUAL OBSERVATIONS. VARIOUS CITY DEPARTMENTS. ANDADR PRIVATE UTILITY CG/PAWES AND/OR UTILITY NARKWT. MS SURVEYOR ACCEPTS NO IRE9'OISiBW17Y ANY of THIS DATA. S RVEY OF PROPERTY LOr-�►_M AE SUBSURFACE UTIUME5 ARE NOT CERTIFIED AS TO THE ACCURACY AND/OR CUTCHOGUE 4.cALL SUBOMPLEIENISURFACE UTILITY LOCATION AND DEPTH SHOULD BE RECHECKED AND 21855 C.R.-48, LEGAL GRADES SHOULD BE VERIFIED WITH THE TOPOGIRAPHICIW BUREAU. 11 TOWN OF SO AW PREFERABLY IN WRITING BEFORE COMMENCING FINAL DESIGN OR CONS7HlICT10N. COUNTY OF SUFFOLK S.W TERSCOURCESTO nIN THE PROPERTY A5 SHO ON THISSURVEYFY THAT THERE ARE NO MSL13LE STREAMS OR. STATE 6. REFER TO ARTICLE 36 OF THE GENERAL BUSINESS LAW AND THE PROVISIONS STATE OF NEW YORK OF INDUSTRIAL CODE PART (RULE NO. 53) BEFORE ANY EXCAVATION OR DISTRICT ....... 1000, SECTION ....... 96 DEMOUDoN Is COMMENCED. THESE LAWS REGIBIE EACH EXCAVATOR TO GIVE BLOCK 1 , LOT(S) 19.1 ADVANCE NOTICE TO AL OPERATORS OF UNDERGROUND FACILITES OF HIS ....... ......• INTENT TO PERFORM EXCAVATION OR OFlIGM71ON IN THE SPECIFIED AREAS 7. ALL DIMENSIONS ARE IN U.S. STANDARD IEASURDMENn 8. EASEMENTS NOT SHOWN ARE NOT GUARANTEED- REVISIONS OESCMPTIONIW DAN aE F �✓ { my copies from the original of this survey marked with an 1- PROPERTY SURVEY AS CO- 6-04- ASC09112 Q•ts' riginol of the land surveyor's embossed seal shall be If onsidwed to be valid true copies. SURVEYED BY * W ' .authorized alteration or addition to a survey mop bearing ARKADIUSZ JUSHEOA. P.L.S. W 0: licensed land surveyor's seal Is a violation of section 7209• S .b—dlv.slon 2. of the New York Stale Education Law. 4. .- ertifcation Indicated hereon signify that this survey wasNLV repaired in accordance with the existing Code of Practice �IX WW OPP SCdC C 0.SQrj, ' GJ`- or Land Surveys adapted by the New York Slate Association 1w a CO J f Professional Land Surveyors. Said certifications shall run 58 vr East Bely Parkway my to the person for whom the survey Is prepared, and on Volley SLfeORI, NY 11580 Job NO: is behalf to the title company. governmental agency and �y� �.p ending institution listed hereon, and to the assignees of the www.aseny.net /�e� MTM DESIGN GROUP, Inc. ending Institution. Certifications are not transferable t0 TE� 516 792-6676 ASC-01.1112 ddilional institutions of subsequent owner. 9 N . PROJECT DESCRIPTION t a° MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED °' CABLES. ra 3 = PROJECT INFORMATION at &t 0 0 SITE ADDRESS: 21855 COUNTY ROAD 48 lio o ° CUTCHOGUE, NY 11935 °00 o PROPERTY OWNER: CROWN COMMUNICATION, NEW YORK INC. SITE NUMBER : NYCENY1027 ma SITE #806579 ° SITE NAME : CUTCHOGUE � APPLICANT ADDRESS: NEW LINGULAR WIRELESS PCS, LLC ("AT&T") 340 MT. KEMBLE AVENUE c ua 4) MORRISTOWN, NJ 07960 VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS m 2 ° JURISDICTION: TOWN OF SOUTHOLD FROM MORRISTOWN,NJ: Q) HEAD NORTH-EAST ON, 340 MT KEMBLE AVE MORRISTOWN, NJ 07960, USA, HEAD NORTH-EAST ON ° 3 PROPERTY TAX ID: SECTION 96, BLOCK 1 , LOT 19.1 SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL E a US-202 N/IMT KEMBLE AVE TOWARDS ZAMROK WAY, TURN RIGHT ONTO MACCULLOCH AVE, TURN LEFT ZONING DISTRICT: LIGHT INDUSTRIAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. 0 AT THE 3RD CROSS STREET ONTO MILLER RD, TURN RIGHT ONTO COUNTY ROAD 510/ISOUTH ST, THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF V) LATITUDE: N 41' 1 ' 46.42" (NAD 83) SLIGHT LEFT ONTO MADISON AVE, TURN LEFT TO MERGE ONTO 1-287 N, TAKE EXIT 41A FOR 1-80 E ° In TOWARDS NEW YORK CITY, FOLLOW SIGNS FOR 1-80 E/IPATERSON/INEW YORK AND MERGE ONTO 1-80 in AWARD SHALL GOVERN THE DESIGN. cV LONGITUDE: W 72' 29' 50.06" (NAD 83) o ELEVATION: 58't AMSLL (NAND 88) E, CONTINUE ONTO INTERSTATE 80 EXPRESS E, MERGE ONTO INTERSTATE 95 EXPRESS N, CONTINUE ONTO INTERSTATE 95 UPPER LEVEL N, CONTINUE ONTO 1-95 N, CONTINUE ONTO CROSS BRONX EXPY, BUILDING CODE: BUILDING CODE OF NEW YORK STATE - 2010 v CURRENT USE: TELECOMMUNICATIONS FACILITY CONTINUE ONTO 1-295 S, TAKE THE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE ONTO o 0 PROPOSED USE: TELECOMMUNICATIONS FACILITY 1-495 E/ILONG ISLAND EXPY TOWARDS EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARDS ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70—NATIONAL ELECTRICAL CODE C 0 HAMPTON BAYS/ICALVERTON, TURN RIGHT ONTO NY-24 S/ICOUNTY ROAD 94 E/IEDWARDS AVE S (NEC) — 2008 RF DATA SHEET CONTINUE TO FOLLOW NY-24 S/ICOUNTY ROAD 94 E, SLIGHT RIGHT TOWARDS COUNTY ROAD 94 `0 o 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 N DR, AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO FLANDERS R D/IRIVERH EAD—HAMPTON BAYS RD 0 0 DATE 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 0 TURN LEFT ONTO WICKHAM AVE, TAKE THE 3RD RIGHT ON TO COUNTY RD 48, MAKE A U—TURN AT SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING m COX LN, 21855 COUNTY ROAD 48 CUTCHOGUE, NY 11935, USA STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL DRAWING INDEX REV %ti CONCRETE. W L gtis� ORTON BUILDINGS �� AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, NYCENY1027 -T01 TITLE SHEET 0 � THIRTEENTH EDITION. NYCENY1027 -SP1 SITE PLAN 0 ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) 222-F (1996), STRUCTURAL STANDARDS ° NYCENY1027 -A01 COMPOUND PLAN, ANTENNA PLAN & GENERAL 0 �� FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. o NOTES � cOk TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR NYCENY1027 -A02 EQUIPMENT PAD PLAN & NOTES 0 N TELECGMMUNICATIONS. NYCENY1027 -A03 MONOPOLE ELEVATION & DETAILS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING uE` NYCENY1027 -A04 REMOTE RADIO HEAD (RRH) MOUNTING, DC6 0 EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND EXCEPTION BOX & FIBER MANAGEMENT BOXFOor SITE SYSTEM o •- IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC DETAILS ti EQUIPMENT a= NYCENY1027 -A05 DC POWER SURGE PROTECTION' DC POWER 0 (OVP) POLE MOUNTING DETAILSIEEE C2, NATIONAL ELECTRIC SAFETY CODE - LATEST VERSION ao NYCENY1027 -A06 GPS UNIT MOUNTING, PURCELL CABINET O TELCOF DIA GR-1275, GENERAL INSTALLATION REQUIREMENTS 0 0 & LTE CONDUCTOR SIZES DETAILS ANSI T1 .311 , FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION o � 0 NYCENY1027 -E01 SYSTEM DIAGRAM FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING ° " NYCENY1027 -E02 RRH WIRING DIAGRAM 0 MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE c ° NYCENY1027 -E03 ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT ° NYCENY1027 -E04 GROUNDING NOTES & DETAILS AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 0 _ NYCENY1027 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE (CSRF) JUMPER CONFIGURATION �� FOOr c � moo <ti a DOCUMENT REVIEW STATUS PROJECT CONTACTS 0 0 STATUS NO. 0 1. ❑ ACCEPTED — WITH MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED DETAIL 1001 .N 2. ❑ NOT ACCEPTED — PLEASE RESOLVE COMMENTS AND RESUBMIT NAME COMPANY CONTACT NUMBER SCALE: N.T.S. 1 Reviewed by: (ENG'G) Date: CONSTRUCTION JAYSON GONZALEZ BECHTEL (201 ) 571 -0705 a m ENGINEER RICHARD COAD BECHTEL (201 ) 571 -0730 STRUCTURAL STATEMENT r RF ENGINEER AZAD KARIM BECHTEL (201 ) 571 -0651 o RF ENGINEER CONSTRUCTION SA COMPLIANCE EXISTING EQUIPMENT PAD HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO °`o z° MODIFICATIONS TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. 0 . -6 w -6 F NEh, ® at&t E -0 SITE NAME: CUTCHOGUE m 0 BECHTEL ASSOCIATES ��rp4D M' °0 PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� A * a p a 8 21855 COUNTY ROAD 48 �( TITLE SHEET A UNIT OF BECHTEL CORPORATION o CUTCHOGUIE, NY 11935 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NO GS RC �Fo G4Sq 9' JOB NUMBER DRAWING NUMBER JROEVFREDERICK, MD 21703-8386 USA aFESS1aN0. 0 SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK _ 25736-415 T3—NYCENY1027—T01 U aQSZE 2^ 5 ' " AIJ51 ❑ EXISTING MONOPOLE 2 TAX LOT #17.5 N/O/F TOWN OF SOUTHOLD EXISTING STORAGE CONTAINER ZONING TABLE: CUTCHOGUE "LI" Ep EXISTING VERIZON SHELTER LIGHT INDUSTRIAL ZONING DISTRICT ° EXISTING CSC CABINET 2.2'NW ITEM: APPDXIMATE LOCATION OF 10.9'sW REQUIRED EXISTING PROPOSED 'Q 3 ` VERIZON EASEMENT17.7'SE MAX. HEIGHT (FT).......................................... 80 108'-6"±* NC o a (RECORD—EXIBIT "A" V105786) 4.0'NW CHAIN LINK FENCE 188.15' — MIN. LOT AREA (SF)...................................... 40,000 45,5891 NC 23'14'00" E — — �10 4 MIN. LOT WIDTH (FT)..................................... 100 168. 17± NC N _ o — — — MIN L ( ) — — OT DEPTH FT .................................... 150 263. 16± NC o' — — — �x—x� I EXISTING (1 ) MINIMUM FRONT YARD SETBACK (FT)........... 100 75±* NC r _ � xSTY o GRASS EXISTING MT MOBLE x ' x x I METAL& FRAME MINIMUM SIDE YARD SETBACK-ONE (FT)...... 20 15.2±* NC 0 - EQUIPMENT PAD x ; (, MINIMUM SIDE YARD SETBACK-BOTH (FT).... 40 45. 1 ± NC EXISTING ICE BRIDGE MINIMUM REAR YARD SETBACK (FT).............. 70 11 . 1 ±* NC EXISTING GPS UNIT TO REMAIN o / MAX LOT COVERAGE (%).. 30 45.62±* NC � ' � x � m EXISTING METROPCS -EXISTING STORAGE CONTAINER EQUIPMENT COMPOUND I NA = NOT APPLICABLE I NC = NO CHANGE x I * EXISTING DIMENSIONAL NON-CONFORMITY GRASS I , Ci o EXISTING NEXTEL SHELTER T10 N v ^ x�x x EXISTING GENERATOR c Imo., (If I- 9.3'SW Ln 1 - c Y'` 0 o J Elf EXISTING AT&T ° " z < I EQUIPMENT PAD -o 0 -o 'u I �--RIGHT OF WAY EASEMENT o o AREA (COMMON DRIVEWAY) °- cc I I ° Of 45.589 SOFT. c L I , 1 .0456 ACRES m EDGE OF ASPHALT EXISTING 13.1' SW I EXISTING ASPHALT PARKING o ° I o ocPARKING N II Lo N Q 38.3 I I I o TAX LOT #19.1 14.85'W— co 4.85'W I I ' s: m 13.55'SW a I ROOF OVER c ,z - g•g EXISTING (1 ) CONCRETE STY o ¢ I �� 22.7 FRAME EXISTING I � m w (1 ) STY METAL >I z o I I (AUTO SHOP) p o El p o � I IJ o cn N U I X o o \I CONCRETE PAVEMENT Q 38.0' I I w O � ;y 0 LL I — — — — P ROOF OVER - - - - I I ¢ o °-' - Z w 1e - Elf 0 c r p o � LOT 20.1 o ,• __ I1 GRASS I a I m m N/0/F CHRISTOPHER MOHR E po EXISTING _j o` o I o ASPHALT I > �I D I i I �0 c0 PARKING I CD II � c 703.32'(ACTUAL) LILCO / I WOOD CURB r I I GRASS ±750'(DEED) R=122.85' U I UTILITY POLE / • #420 / ±20.00 0 a ' U > , o., I CONCRETE CURB — ' ' _ CONCRETE CURB UTILITY POLE #421 ELEC. CONDUIT 168.17' (MARK-OUT) s 2552'30" w MIDDLE (120' WIDE) ROAD o . R .( CR - 48) N 0, FULL SCALE 1 "=20'-0" c ( NORTH ROAD ) NOTE: TO THE BEST OF OUR KNOWLEDGE, THE 20 10 0 20 40 FT ° o' NOTE: SITE PLAN BASED,• ON SURVEY BY AREK SITE PLAN 1 PROPOSED EQUIPMENT MODIFICATIONS BY AT&T SURVEYING COMPANY DATED 06/04/2009 AND ° WILL HAVE LITTLE IMPACT ON THE EXISTING 'A 'SITE VISIT' BY BECHTELr ON 06/10/2012 SCALE: 20'= 1 '-0" SP1 NOISE LEVELS AT THE EXISTING FACILITY. HALF SCALE 1 "=40'-o" n '� BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE P°SEW ® at&t m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 A, UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 at&t c a SITE PAN 0 3;� 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 =w, 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC 'F 04gq ° �� ao FREDERICK, MD 21703-8386 USA o e doe NUMBER DRAwINc NUMBER Rail pROfES510NPy' U 'aQ - SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK 25736-415 T3-NYCENYI 027-SP1 0 SIZE 22 ' x 34' ANSI "D" N FD LOT 17.3 EXISTING CSC GENERAL NOTES (u o N TOWN OF SOUTHOLD CABINET - _ EXISTING STORAGE CONTAINER n 21565 COUNTY ROAD 48 - - 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL 51- �� o - - —I—EXISTING MONOPOLE APPLY: CONTRACTOR - BECHTEL 3 ¢ _ EXISTING T-MOBLE I EXISTING VERIZON SHELTER SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) T EQUIPMENT PAD \ OWCEQUIPMENT INGL SS PCS, CTURER( AT&T") a ° EXISTING METROPCS —EXISTING ICE BRIDGE OEM - OR ` EQUIPMENT COMPOUND EXISTING STORAGE CONTAINER 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN Y 0 BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY j `00 I I PROPOSED FIBER & POWER 0 0 \ \ CABLE ALONG EXISTING ROUTE FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. I 0 LEXISTING GENERATOR EXISTING AT&T `.. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL j I EQUIPMENT PAD EXISTING GPS UNIT TO REMAIN APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL m APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND c I O \,. LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. , EXISTING NEXTEL SHELTER O 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY 0 a I EXISTING PROPOSED GPS UNIT & NEW 1/2" COAX CABLE COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE PARKING ROUTED TO BBU (PROVIDE 10' MINIMUM REGULATIONS. SEPARATION FROM ANTENNAS) 3 Ln (SEE DETAIL 1121A/AO6) 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON �.. : w E THE DRAWINGS. Q EXISTING i, z 0 (1) STY METAL i 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH (AUTO SHOP) EXISTING (1) STY N MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. lo /// I FRAME o LOT 18.3 % ' v 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE > > JENNIE HARRIS I � SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE COUNTY ROAD 48 EXISTING PROPERTY CONTRACTOR. a I —EXISTING LINE (TYP.) I O O PARKING 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, ? ` LOT 20.1 GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. E CHRISTOPHER MOHR SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS i v L22155 COUNTY ROAD 48_-----" 8 NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. 1v0 ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. N 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, c _ _ LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT _ - SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. COUNTY ROAD 48 FULL SCALE 1/32"=1 '-0" 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH 32 16 0 32 64 FT AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS U COMPOUND PLAN 1 REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. ` SCALE: 1 /32"= 1 '-0" 401 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 E c SWAP (1) AT&T ANTENNA FOR PROPOSED INSTITUTE (ACI) 301 . m EXISTING AT&T ANTENNA TO REMAIN ANDREW AT&T ANTENNA (SECTOR A) (SEE DETAIL 2&3/403) 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT (SECTOR A) a 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. D- .Lu SWAP (1 ) AT&T ANTENNA FOR PROPOSED - EXISTING MONOPOLE o LTE AT&T ANTENNA (SECTOR A) 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. Ld (SEE DETAIL 2&4/403) 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001 , o \ INSTALL (2) PROPOSED RRH'S \ GENERAL CONSTRUCTION SERVICES. r ON T-ARM (SECTOR C) \ INSTALL (2) PROPOSED RRH S ON T-ARM (SECTOR A) (SEE DETAIL 1/404) / (SEE DETAIL 1/404) 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO tCOMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE PROPOSED 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/AO5) FOR MOUNTING (SEE DETAIL 1116/AO5) DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. PROPOSED LTE AT&T ANTENNA \ (SECTOR C) INSTALL (2) PROPOSED RRH'S ON T-ARM (SECTOR B) 0 (SEE DETAIL 2&4 403 \ \ (SEE DETAIL 1/A04) 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK / ) BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON ~ EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE EXISTING AT&T ANTENNA TO SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS a SWAP (1) AT&T ANTENNA FOR REMAIN (SECTOR B) AFTER MIDNIGHT. PROPOSED ANDREW AT&T ANTENNA m (SECTOR C) NOTE: (SEE DETAIL 2&3/AO3) SWAP (1 ) AT&T ANTENNA FOR PROPOSED 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN ° WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY ANDREW AT&T ANTENNA (SECTOR B) S SEE DETAIL 2&3 SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO AND MAY NOT REFLECT FINAL RF DESIGN. REFER EXISTING AT&T ANTENNA TO F�77,og ( /403) 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. 5 ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. c r NOTES: 5/ SWAP (1) AT&T ANTENNA FORFULL SCALE 3/16"=1 '-0" 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. l PROPOSED LTE AT&T ANTENNA Z 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. ANTENNA PLAN 2 (SECTOR B) a o 4 a 12 Fr DETAIL 100 3. IMPLEMENT CROSS-SECTOR REDUNDANCY (SHEET E05). (SEE DETAIL 2&4/AO3) SCALE: N.T.S. 401 ` SCALE: 3/16"=1 '-0" 401 HALF SCALE 3/32"=1 '-0" N v z BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE pF NEty ® at&t PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� a 'D M. °�,o N A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 * COMPOUND PLAN, ANTENNA PLAN `s 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 Ww & GENERAL NOTES o 'c FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC 04S4 9• JOB NUMBERI DRAWING NUMBER IREV o a SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK pR9Fessi° Py 25736-415 T3-NYCENY1027-A01 0 s _L "_ . �+'• r,i vii ,�„ N CONSTRUCTION NOTES r - FIELD 00 0 1 SUBCONTRACTORSHALLFIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM o LOCATION AND ANTENNAS TO BE REPLACED. a 2. COORDINATION OF WORK: 3 ° T-° SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 1= o 0 3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES. t o a° 0 mU 1o1 DETAIL A02 SCALE: N.T.S. ° °° ` _` STRUCTURAL STEEL NOTES T N / mx 10'-0" + + + 0 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. E`o ( x L- - - � /, BOX & c M EXISTING METER I a ° i EXISTING +.t-" + i FIBER MANAGEMENT BOX 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL ° ,o ARGUS ° L + / ON UNISTRUT TO EXISTING CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM N \� TE20B + 1� / ICE BRIDGE POST SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES BATTERY v x ° ° + /' (SEE DETAIL 2&1137/A04) SHALL BE TOUCHED UP. ° I r �- CABINET J + + o EXISTING DISC x rL — � � + + + / 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE 0 ° + + + (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. o ° J° \ EXISTING ° + o EXISTING GPS ARGUS TE21 UNIT TO REMAIN ` � POWER ` _ ` 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 ° ° EXISTING BOLTS UNLESS NOTED OTHERWISE. -o 0 AC PANEL x ,° � � � CABINET ° / N a \ °' / INSTALL (3) NEW 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S o * I °� EXISTING + -I. T CONVERTERS WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM 0 ac)E x NOKIA a °4 + + ' / INSIDE TE21 TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE + DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING OUTDOOR / HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE o x a _ CABINET ° + + J ' + / V PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. ° - + 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. A ° + 0 x = �i EXISTING / EXISTING NEXTEL THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS ° EXISTING TELCO ° ° + " - BOX / NOKIA a ° + ,' SHELTER o a x 00 ° / OUTDOOR + F + STEEL WASHERS. � I CABINET 62o DETAIL N ° EXISTING - - - a + o 0 METROPCS LI /' + SCALE: N.T.S. rI EQUIPMENT x ° i ° + 1 + PROPOSED PURCELL FLX16WS CABINET STACKED ON TOP OF i o COMPOUND /y I °a° + T EXISTING PURCELL CABINET E ° + + ` RELOCATE BOTH CABINET TO MAKE m 04° a + SUFFICIENT ROOM FOR DOOR 0 a ° T — — ° + T + SWING (SEE DETAIL 1117/AO6) ° 4 m + m o 1\ EXISTING ° \� LT ° T + PROPOSED GPS UNIT & NEW 0- ° I ° � UMTSa ° T I- /' 1/2" COAX CABLE ROUTED TO " V ° BBU (PROVIDE 10' MINIMUM 1 / SEPARATION FROM ANTENNAS) ° x ° ° / (SEE DETAIL 1121A/AO6) E r 4 ° 4 ° o . a a a C q i + x -O EXISTING C DOOR 0 / EXISTING FENCE LINE oQ + „ - 0 o U 0 O E -° � o N L ~ C C N N N o � NOTE: SCALE 1 1/2 "=1 '-0" ° a CURRENTLY THERE ARE 4 RECTIFIERS, UPON EQUIPMENT PAD PLAN 1 12" 6" 0 1 FT Z° COMPLETION OF LTE UPGRADE, A TOTAL OF A02 0 7 RECTIFIERS SHOULD BE PRESENT. NEW 3 SCALE: 1 /2"=1 -0 HALF SCALE 3/4"=1 '-0" c0 •`0- RECTIFIERS WILL BE ADDED BY LTE. BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE D",Fwh ® 1t&t o cAM PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� ` �° A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 ` * EQUIPMENT PAD PLAN & NOTES o+3 s 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 'g, 6 0 01/21/13 LTE—ISSUED FOR CONSTRUCTION NG GS RC �sF pa �� T � 'C FREDERICK, MD 21703-8386 USA p Sq 39' �<' JOB NUMBER DRAWING NUMBER REV CL 0 U aQ SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK ''RpFe551ONP� 25736-415 T3-NYCENY1027-A02 0 SIZE °" m Ea AI-GI D MECHANICAL .° DOWN-TILT ASSY. _c U N ° m � D O q} \ a ANTENNA 3 = MOUNTING HARDWARE RAD. CENTER OF METROPCS ANTENNAS T� 111 '-6" t A.G.L. -C o (FIT AS REQUIRED) 0 � 0 a� ` TOP OF TOWER 0 ° 0 108'-6" t A.G.L. 0 a- m 0 NEW PANEL yt °c ANTENNA RAD CENTER OF VERIZON ANTENNAS 100'-0" f A.G.L. 0m a=i ANTENNA MOUNTING PIPE O 3 E �> RAD. CENTER OF T-MOBILE ANTENNAS 90'-0" t A.G.L. TM �� O Lo i N C_ U � I RAD. CENTER OF NEXTEL ANTENNAS v -0 o 80'-0" f A.G.L. a o JUMPER (S) TO L " REMOTE RADIO PROPOSED RAYCAP DC6 DOME c HEADS (RRHs) ON NEW PIPE MAST ON T-ARM TOP OF AT&T ANTENNAS (TYP. ALL SECTORS) ° SEE DETAIL 1102 A05 FOR 1 m ( / ) 72'-0" f A.G.L. oa MOUNTING U (SEE DETAIL 1116/A05) v E E 2 ANTENNA MOUNTING DETAIL \ INSTALL (2) PROPOSED RRH'S ON a° / T-ARM (TYP. ALL THREE SECTORS) r A03 SCALE: N.T.S. EXISTING (1) AT&T ANTENNA TO REMAIN / (SEE DETAIL 1/A04) SWAP (1) AT&T ANTENNA FOR PROPOSED ANDREW 11 .85" AT&T ANTENNA (TYP. ALL THREE SECTORS) G 11 .85"� 7,1 " 7 1 „ (SEE DETAIL 2&3/A03) N y U , p O SWAP (1 ) AT&T ANTENNA FOR PROPOSED -LTE EXISTING MONOPOLE " = AT&T ANTENNA (TYP. ALL THREE SECTORS) r o (SEE DETAIL 2&4/AO3) 0 E a� m0 0 c EXISTING NEXTEL EQUIPMENT SHELTER TOWER SHALL BE MODIFIED IN ACCORDANCE WITH a) PAUL J FORD STRUCTURAL MODIFICATION REPORT o EXISTING GPS UNIT TO REMAIN DATED 12/18/2012 SHEETS S-1 TO S-7 N N po Ih M M r- 0 o N FRONT N FRONT PROPOSED GPS UNIT & PROPOSED a° 1/2- COAX CABLE ROUTED TO BBU 0 r 0 (PROVIDE 10' MINIMUM SEPARATION 0 c FROM ANTENNAS) E (SEE DETAIL 1121A/AO6) 0 + w C ry aif EXISTING AT&T ICE BRIDGE EXIST° o EQUIPMENT ING ESHEON IJ TER c EXISTING EQUIPMENT CABINETS 0 .- v u 0 EXISTING CHAINLINK FENC EXISTING CHAINLINK FRONT ELEVATION SIDE VIEW FRONT ELEVATION SIDE VIEW FENCE N �J 11 MECHANICAL CHARACTERISTICS MECHANICAL CHARACTERISTICS x ,��<Xl Y ° '� z 5 zr TOP o WEIGHT: 34.171b (15.50kg) WEIGHT: 34.17Ib (15.50kg) k� ' r,x ,.. �.: OF GRADE WIND LOAD (0150 km/h): (402.7N) WIND LOAD (®150 km/h): (402.7N) 0'-0" AGI u MAX. WIND SPEED: 149.8mph (241 .0 km/h) MAX. WIND SPEED: 149.8mph (241 .0 km/h) NOTE; ANTENNA CONFIGURATION r AND AZIMUTHS TO BE FIELD VERIFIED. �i GSM ANTENNA LTE ANTENNA 0 3 3 ANDREW DBXNH-8585A-A2M 4 ANDREW DBXNH-6565A-A2M MONOPOLE ELEVATION FULL SCALE 1/8"= 1 '-0° 0 o A03 SCALE: N.T.S. A03 SCALE: N.T.S. SCALE: 1 �8"= 1 '-0 A03 8 G s is FT `0 Z HALF SCALE 1 /16"=1 '-0" a . U . 0 CD 0 SITE NAME: CUTCHOGUE �� F°MEw ® at&t m a0 BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027Q a° °� x c (D atUCt * MONOPOLE ELEVATION & DETAILS A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 =w, 3 CUTCHOGUE, NY 1 1935 5275 WESTVIEW DRIVE 60 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC �Fa 04543 �a - JOB NUMBER DRAWING NUMBER REV 0-.0 ` FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK C °' FE so 25736-415 T3-NYCENY1 027- A03 0 U cL SIZE ° = ANSI 'D N 8 EXISTING ICE C = U � BRIDGE POST (TYP.) _ n ` ONBO PROPOSED FIBER (EE DETAIILS1 /AO4) o MANAGEMENT TRAY T 'oWIDTH T— 3 ` C ° ° Ia � vo I 0 � ° I U O Da o i o w I U W O000 Ji 0) > V Of f0 DO IQ 0 (D 3 3 ® I _ O TO ANTENNA FIBER ALARM (+45 DEGREE) I D Lo ENTRY CABLE PORT + a 1/2" COAXIAL CABLE I CPRI-M PRI-S O ALM 4-6 W/ 7/16 DIN-MALE PROPOSED P1000�� / b ALCATEL-LUCENT RRH (TYP 1 PER O O O� AISG Tx/Rx2 Tx/Rx� CONNECTORS ON UNISTRUT (TYP) io o PIPE OTHER NOT SHOWN FOR cicE -3 (IF USED BOTH ENDS (2 TYP) CONNECTION ) o CLARITY) RRH FOR RET i u ° - / ALU PIPE TX MON2 O O TX MON1 TO ANTENNA MOUNTING KIT GROUND DC ENTRY (-45 DEGREE) N (NP) RRH PORT RRH BOTTOM VIEW RRH TOP VIEW DC POWER SURGE PROTECTION, ' E RRH —4" SQUARE TOP VIEW FIBER MANAGEMENT BOX o TUBE SIZE AND WEIGHT TABLE MOUNTING DETAILS 2 / STANDOFF ° HEIGHT W/O CABLE WEIGHT SCALE: N.T.S. A04 °® RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET ° RRH 700 MHz 12 2" 10 8" 21 „ 51 LBS. c RRH RRH 2X40 (80W) 15.220" , 0 ° o 'v i ° RRH AWS 43 LBS. 14.273" 6.370" 12 9 25 U 2X40 (80W) (W/0 SOLAR SHIELD) _ 13.056" o ° SABRE PART NO. Z „ 6.273" •- ,o,- 12.000 0 010123001 (SHADED) NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. 1 E I � ,r MINIMUM CLEARANCE TABLE N ELEVATION RRH CABINET CLEARANCES COMMENTS 8 L o ISOMETRIC FRONT (INCHES) INSTALLATION ACCESS ° REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS o o 24- (3) 0.38" x z N „ o i0 DO TO 1 .28"-� 00 I�� • RIGHT 4 AIR FLOW N m m CABLE 0 s RRH PIPE STANDOFF MOUNTS LEFT 4" AIR FLOW (4) 10.14"—_� 0 O TOP 12" AIR FLOW CAB�E�" \\ O BOTTOM 12" CONDUIT ROUTING a o0 F O a ALCATEL—LUCENT 9442 Lj REMOTE RADIO HEAD (RRH) 1 a �_.313"0 HOLES . - ° (4 TYP) •• s NOTE: ROXTEC CF16 — c RAYCAP MODEL DC6-48-60-0-1E IS FITTED c WITH (2) 2-INCH CONDUIT FITTINGS IN PLACE ° OF THE ROXTEC BLOCKS. N RAYCAP DC6-48-60-0-1 B-01 3 RRH PIPE STANDOFF MOUNTS FOR SECTORSA, B & C 1 ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) 110 0 DC POWER SURGE PROTECTION 1137 z SCALE: N.T.S. A04 SCALE: N.T.S. A04 SCALE: N.T.S. A04 0 BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE ® 1t&t N PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� B a PF REMOTE RADIO HEAD (RRH) MOUNTING, A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 N DC6 EXCEPTION BOX & FIBER MANAGEMENT 3 r 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 BOX DETAILS o '� FREDERICK, MD 21703-8386 USA 0 07/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC ��ap04643s ��? JOB NUMBER DRAWING NUMBER REV v p_Q E: AS NOTED DESIGNED BY: KK DRAWN 67 KK pr sl SCAL "P. 25736-415 T3-NYCENY1027-A04 0 „I-E _- . 3 rl I'l L X3.50 2 L Do o DOME COVER / SECURING BAND 0 AIR VALVE 3 ` io T u) O ° a � – o m +• 0 0 U O Q) 0- 0 m 0 I ° cU TOP VIEW T r C U ° DO 9.25" RAYCAP DC6 2 ° RAYCAP DC6 H OVER VOLTAGE PROTECTOR OVER VOLTAGE WITH DOME COVER \ ° PROTECTOR 9.00" E`o DOME COVER w TM C Io O l(7 N C U � O MIN. 2" TO MAX. 4" o C) GALVANIZED PIPE a O L OO o 0 DOME SECURING 0 ^ BAND 04 00 M ° DOME COVER p N c SECURING BAND — — — — 'o — — — — — — — RAYCAP SUPPLIED \ N o SECURING BAND FOR —CLIP FOR ATTACHING ATTACHING DOME � N DC6 (OVP) TO BASE r COVER TO DC6 OVER RAYCAP SUPPLIED o ASSEMBLY TYP 8 VOLTAGE PROTECTOR POLE MOUNTING BRACKETS o (TYP) RAYCAP SUPPLIED c c ` BASE ASSEMBLY 0 0 /' o 0 CLIP LUGS FOR ATTACHING L DEVICE TO BASE ASSEMBLY POWER CABLE c INGRESS PORTS � o � . 0 c ° L) a OVAL CABLE INGRESS PORT p p o Z o CABLE TIE BAR —' r 9.56" 0 CABLE EGRESS 1.57"t 12.38 `0. ' PORTS (TYP) 0.° (NOTE 1 ) NOTES 0 10.38" SIDE VIEW o •� 1 . RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE 0 MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. `0 NOTES: OVAL FIBER CABLE INGRESS AND " j' ALARM CABLE EGRESS PORT _ 0 1 . REMOVE CABLE SEALING GLAND AND p — CABLE EGRESS PORT ° INSTALL M32x1 .5 METRIC-TO-1 " 0 (TYP 6) RAYCAP DC6-48- 60- 18-8F a NPT ADAPTER (COPPER CROUSE–HINES P/N CAP 740 994 �O DC POWER OVER VOLTAGE PROTECTOR (OVP) o OR EQUIVALENT MFR) WHEN FIBER SIDE POLE MOUNT BASE ASSEMBLY y � CONNECTING CONDUIT TO OVP. O O o POWER SIDE ° a c ®o OVAL POWER CABLE INGRESS PORT U N O 00 DOME COVER aEi ° CLIP LUGS FOR ATTACHING- SECURING BAND DEVICE TO BASE ASSEMBLY F (TYP 4) BOTTOM VIEW M 0 DC POWER OVER VOLTAGE PROTECTOR (OVP) DC POWER SURGE PROTECTION 1 o POLE MOUNT BASE ASSEMBLY 1 1 1 L 03 SCALE: N.T.S. A05 0 o SCALE: N.T.S. A05 � Z 0 a . c 0 0 U •N — N LE N BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE F NEh ® at&t m PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027@ W � &I at&tA UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 DC POWER SURGE PROTECTION, 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 9 DC POWER (OVP) POLE MOUNTING DETAILS FREDERICK MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC �' p N c� CL 0 ' Fp 45439• �,�?." JOB NUMBER DRAWING NUMBER REV U 0.Q SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK pRpFEssiaNP� 25736-415 T3-NYCENY1 027- A05 0 SiZ- " 34 ANSI "D' r - m ° DC2 C3 RRH o � C2 3 a DC6-RM Cl FC12 DC2 RRH DC2 RRH CL (4) 0.69"0 ° HOLES LD1 D2 D3� r o M U �s�. 4 FIGURE 1 - TRUNK CABLE TO JUNCTION BOX o _ `�^ MAXIMUM CABLE LENGTHS FOR FIGURE 1 C � 0 D1 LENGTH (FT) T°D GPS UNIT � _ -0 q� 6' �� p / N Cl SIZE C2 SIZE 75 1001125 150 175 200 250 0 3 �ti S ® 8AWG 191 166 141 116 91 66 16 E 0 INSTALL WEATHER PROOFING 8AWG 1OAWG 119 103 88 72 56 41 10 `o PER UNIT MANUF. SET SCREWS b 12AWG 75 65 55 45 36 26 6 T M INSTRUCTIONS �- COLLAR �C'' �J. g " — BAWG = 145 105 65 25 ° Io y9� V 1 .75 FRONT ° N 1 " (1 -5/16" O.D.) X 3'-0" MAX. v O , " 1OAWG 1OAWG Z 90 65 40 15 - - - c 0 PROVIDE APPLICABLE GALV. STEEL OR ALUM. MOUNTING F� 21 .50 12AWG 57 41 25 10 - - - ° PIPE-TO-PIPE CLAMP PIPE On 8AWG a 75 11 - - - - - o �o —I GROUND CABLE CLAMP (BURNDY o O O 12AWG 1OAWG 47 7 _ 12AWG 29 4 0.s TYPE C-11N OR EQUIV.) O O DRILL PATTERN INSULATED SPLIT-COLLAR BUSHING (GARVIN CABLE C3 MAY BE EITHER 10AWG OR 12AWG. P/N GCHK100 WITH GROUND LUG REMOVED) LENGTH D3 IS 16 FEET ALL CASES 0 o ICE BRIDGE POST 0 36.30" �', OR SIMILAR POST. COAX CABLE RRH o ° I (W/N-MALE CONNECTOR) 0 00 DC6-RM Cl DOME C2 RRH COAX CABLE SUPPORT 0 RRH 0 o 2 AWG GROUND WIRE CADWELD TO o D1 D2 v POST ONLY IF GROUNDED, OR LUG o GROUND PADJ PURCELL TO CRGB 'P' SECTION OR NEAREST W/4 1/4-20 FLX16WS FIGURE 2 - TRUNK CABLE TO DC6 (DOME) o ELEVATION 'P' SUPPLEMENTAL GROUND BAR BOLTS CABINET 0 NOTES: (COLLAR MOUNT) 41�111 " KO's (TYP) C1 DC2 C2 RRH SAME ON LEFT SIDE '0 1 . LOCATION 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) 41 _ 0 u01 SURFACE AREA OF A HEMISPHERE AROUND THE GPS UNIT. EMPTY W/BLANK DOOR = 80lbs SAME ON LEFT SIDE i Ir-- n DC2 RRH I HEAT -q) 2 EMPTY W/ HEAT EXCHANGER = 1201bs D1 D2''i 2. ALL GPS UNIT LOCATIONS MUST BE ABLE TO RECEIVE CLEAR J 0 EQUIPMENT (VARIES) = 400/lbs MAX EXCHANGER ;I u E SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH V CABINET TOTAL (MAX) = 600lbs FIGURE 3 - DIRECT CABLE TO DC2 DO 0 HANDHELD GPS BEFORE FINAL LOCATION OF GPS UNIT. S 3. CADWELDING SHALL NOT BE PERFORMED ON ROOFTOPS. NOTES: \\ li MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 3 0 4. LTE-GPS UNIT SHALL BE LOCATED 10' FROM ALL UNIT. 1 . DOOR HINGE MAY BE REVERSED I D1/D2 LENGTH (FT) 2. MINIMUM ANCHOR SIZE MUST BE 1/2-DIA. I' 0 3. AN ISOLATOR BASE IS REQUIRED WHEN MOUNTING i'I CABLE 8 AWG 10 AWG 12 AWG aL LTE—GPS UNIT DIRECTLY ON CONCRETE PAD. \� Cl C1 265 165 104 o PIPE & L—BRACKET MOUNT _____-__ '' c2 1s 1s 1s oPLAN ��T�� C W NOTES: L O 1 . CABLES LENGTHS ARE APPLICABLE FOR ALU 70OMHZ & AWS FREQUENCY v RRH MODELS. 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 U j E 0 a 0 0 PURCELL FLX16WS CABINET SPECIFICATIONS 11 GPS UNIT MOUNTING DETAIL 1121A Aos LTE CONDUCTOR SIZES 40a . � SCALE: N.T.S. SCALE: N.T.S. A06 o ° SCALE: N.T.S. A06 0 o ; 0 0 oz a . 0 c U N r L BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE �� o ME at&t ID aN PROFESSIONALCORPORATION SITE NUMBER: NYCENY1027 m c �Q,� GPS UNIT MOUNTING, PURCELL CABINET : A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 o a VVCC ° w & LTE CONDUCTOR SIZES DETAILS r ` .N I � 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 ys o 1 �w .°' 3 0, 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC Fo 454 �r � JOB NUMBER DRAWING NUMBER REV a a 'c FREDERICK, MD 21703-8386 USA "do r,� ° 'C — SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK FsssloN 25736-415 T3-NYCENY1027-A06 0 0 dQ SCE N w T t U O GO NOTES: 0 �{ a LTE ANTENNA LTE ANTENNA LTE ANTENNA 1 . FURNISHED BY OEM/AT&T. 3 AISG CABLE FORS WITH RET WITH RET WITH RET 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. RET CONTROL NOTES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY BECHTEL. NOTES: 3, 4, 21 4. INSTALLED BY BECHTEL. ° c (TYP FOR 3) 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. :rl° 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. " ° 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH r 0 a 0) 012-526-20-040 2KW MODULES. 0° `0 B. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED COAX JUMPERS- ___T Al Al Z! SEPARATELY. � ;; NOTES: 3, 4, 13 lFr9. BREAKERS TO BE TAGGED AND LOCKED OUT. >' c 10. SAID IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER c 0 1900 OR 1900 OR 1900 OR ° 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 ac _ 1 1 2, 5 NOTES: 1, 2, 5 NOTES: 1, 2, 5 NOTES: BREAKERS FROM A 24V DC POWER SOURCE OR 2 5A BREAKERS FROM m --------------- --- ---------- ---- 1 . 2, 5 1 , 2, 5 1 . 2, 5 ( ) 0 3 F A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH E I C SPECIAL CONNECTOR. a I 1r - -- --- ------ - -- -----� 6AWG ° I 700 RRH 1900 OR 11 . DELETED T M AWS RRH > F (TYP FOR 6) NOTES: 12 COUNT, SINGLE MODE 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. NOTES: I _� NOTE 13o U7 I 1 , 2, 5 I I FIBER CABLE f5 - _ 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 1 , 2, 5 1 1 NOTES: 3, 4, 5, 13 - - 1 �.1 - m - - 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. c II (TYP FOR 6) Ir I m r 15. DC SURGE CABINET SHALL BE RAYCAP DC6-48-60-0-1B-01 . SEE DETAIL I a Q I 1464 FOR INTERNAL WIRING DIAGRAM. 12/C DC CABLES 1 1 16. SEE DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. 0 1 2 COUNT, SINGLE MODE I I ° FIBER CABLE IN 1 " LFIVC p5 �_ I 1 NOTES: 3, 4, 5, 13, 14 1 r6 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS. SPACED a (TYP FOR 6) NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC ° ° 1 NOTES: 3, 4, 5, 13 Q I I POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT ` * � (TYP FOR 2) r` � 1" LFNC 1 MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE ° 0 2/C DC CABLE IN 1 " LFNC I NOTES: 3. 4, 6, 18 FIBER I FIBERAND EXIT OPENINGS. NOTES: 3, 4, 5, 13, 14 1 (TYP FOR 6) 1 18. CONDUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE N a ALARMI THAN 10 FROM THE DISTRIBUTION UNITS. MAX CABLE LENGTH IS 16 FEET. o TYP FOR 2 JUNCTION 1 ALARM CABLE I 0 + BOX FIBER r` FIBER 19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX® OR m I NOTES: 3, 4, 5 1 KS24194"", COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH L -- - ----- -- ------------ ------ -- m� BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, 0 1 (2) 2 COUNT SINGLE MODE FIBER D STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & 10 CABLES AND (2) 2/C DC CABLES IN OPTIONAL INSTALLATION DISTRIBUTION UNIT Qj AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES j 1 " LFNC NOTES: 3, 4, 14 SEE DETAIL "A" THIS SHEET 0 AT&T ANTENNA HEIGHT SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR c 1 NOTE: 22 (TYP FOR 3) (RAYCAP DC6-48-60-18-8F) 2 AWG 24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER NOTE: ALARM CABLE FOR SECTOR A' NOTES: 3, 4 & 16 CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT PVC JACKET, TYPE TC, UL LISTED FOR 90-C DRY/ 75-C WET INSTALLATION. 0 c ONLY DC6 AL TOWER 20. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90-C N 'o DRY/75-C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED - - NOTES: 3, 4, 17 OTHERWISE. o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. EQUIPMENT REFER TO RF DATA SHEET FOR APPLICABILITY. 12 COUNT, SINGLE MODE FIBER CABLE LOCATED AT 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS " 1 FIBER CABLES IN CONDUIT I FIBER IN 2" FLEXIBLE CONDUIT/INTERDUCT GROUND LEVEL SCOPED BY MARKET. a E I NOTES: 3, 4, 5, 6 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO GO TYPICAL PER SECTOR (NOTE 22) 6/C DC CABLES - FIBER CONVERTER SHALL NOT EXCEED 44 FT. � 1 DETAIL A NOTES: 3, 4, 14 qMGMT BOX FIBER 24. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL �L L----------- ----------------------J (TYP FOR 2) CABLE CONNECTION. 25. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. RAYCAP 6 AWG a AWS & 700 MHz e \ a DC6-48-60-0-iB-0I a LTE BBU \ 6 AWG\� �_ 6AWG o NOTES: 3, 4, 15 NOTES: 1 , 2, 5 GPS ANTENNA & a 2 AWG SURGE SUPPRESSORS coo (12) 1/C 12 AWG = NOTES: 3, 4, 24 o '� + ALARM CABLE E L IN 2" LFMC (2) 1/C 1 AWGQ g ALCATEL-LUCENT 9412 BB TYPE 2 c w NOTES: 3, 4 CLASS B IN 2" m CABINET WITH (1) 9926 (BBU) - ° LFIdC CONDUIT SYSTEM DIAGRAM , TOWER SITE 48V DC BREAKER PANEL NOTES: 1, 2, 5 (1) 100A & c WITH OUTDOOR BASE BAND o L NOTES: 3, 4, 5, 6 (2) 4/0 AWG IN (6) 15A BREAKERS ALARM CABLE A, NOTESNI,, IN5L (TMP ODE FOR AND RRH'S ON TOWER 2 1/2" IMC/RNC NOTES: 3, 4, 8, 9 NOTES: 1 , 2, 5 o CONDUIT 66 BLOCK SIAD __ 1 0 F NOTES: 3, 4, 23 --- - ----- NOTE: 10 1 2 LFNC CONDUIT DETAIL (TYP FOR 2) NOTES: 3, 4 (W/ PULL STRING) 400H NOTES: 3, 4, 6 SCALE: N.T.S. ALARM CABLES 24V TO -48V NOTES: 3, 4, 25 h �_ aiCONVERTER ° o BREAKS S501N W/ 2KW MODULES BY OTHERS NETWORK INTERFACE DEVICE 0 24V DC POWER NOTES: 3, 4, 7 (VARIES BY MARKET) PLANT NOTE: 12 N 6 AWG ° OUTDOOR CABINET - 2 AWG CHASSIS GND c - c o ° �2 AWG cV N t 0 o ; 0 0 oZ 0 . 0 c U N SITE NAME: CUTCHOGUE �oFD MFw at&t m BECHTEL ASSOCIATES �° PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� co c 0 SYSTEM DIAGRAM 2 A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 o+3 �Nc 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 .` °, 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC Fa 46 s' �,r,- JOB NUMBER DRAWING NUMBER REV a `o ` FREDERICK, MD 21703-8386 USA ao P SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK FESS�oN 25736-415 T3-NYCENY1 027- E01 0 U aQ 5 ZE 01 34' AI`JSI "G AWS 700 SECTOR A SECTOR A o Z (2) 1 AWG 1/C m POWER CABLES 6/C 8 AWG POWER CABLES v „� U 00 ALCATEL-LUCENT I CL I a 9412 CABINET W/2 48V DC + 3 3 3 ` 9926 (BBU) INPUT o CL w v CL w pT o U O m CD o m Q o NOTE 12 1 + I + I + I + I + I + (NOTE 11) (NOTE 11) + - ❑ ❑ + - ❑ ALARM o 0 0 0 0 o rn ch ch ch rn 2/C POWER CABLES eAM 700 00 00 00 33 33 3 �31 T aa) CL JACKS ALARM 0 n n n n n a a a a a Q (6 TYP) (NOTE 6) DO ` CABLE I I I I I I I I I I I I I U QQ DOD] UU QQ DODO 6 o _ ALCATEL-LUCENT Y 9926 (BBU) 48V DC + o NC v 700MHz INPUT _ m C - + - + - + - + - + - + 0m T ALARM m 1 DC SURGE SHELF AYCAP DC6-RM (NOTES 2, 8) e� 6 AWG � � 6 AWG > y JACKS 0 co = ALARM FIBER PORTS GND - + - + - + - + - + - + ° 3 1 2 3 4 5 6 T1 RJ45 JUNCTION BOX TO CABLE TO JACKS WHEN REQUIRED _ _ GROUND GROUND E ❑ ❑ ❑ ❑ [31[:]l (NOTE 9) r , AWS 700 >, �- (3 NP) j j SECTOR B SECTOR B 0 Loc N eAM AWS ALARM 6 AWG I I .S o JACKS TO EQUIP. NC L _ J U M U M CABINET I a I " c ALCATEL-LUCENT GROUND C D: o w o 2 0 9926 (BBU) 48V DC B BAR INPUT A-AWS+ o a w o o UJ � 0 AWS - _ — tV (12) 1/C 12 AWG A-AWS- ± ± z o m a z o m g ALARM POWER CABLES A-700+ a 0o JACKS + + + - ❑ + - ❑ ❑ N FIBER PORTS GND A-700- ❑_ 1 2 3 4 5 6 T1 RJ45 Q B-AWS+ FIBER & POWER o a ❑ ❑ ❑ ❑ ❑ ❑ JACKS oo �¢ ¢ ,a ,a ,p ,< _EF AWS- + DISTRIBUTION + r D E r 8-700+ + 48V SURGE ITH PROTECTION + I I � B-700- _ AYCAP DC6 _ L J N_ 1 + (NOTE 7) + o -48V C-AWS± _ _ �� 6 AWG 6 AWG v 0 SUPPORT TO TO -0 r STAND (4) 1/C 4/0 AWG C-700+ POWER CABLES OV + + 0 c _ C-700- ._ GROUND GROUND 2 AWG o _ +24V INPUT +24V INPUT c24V TO -48V CONVERTER TOTH T AWS 700 FEED A FEED B (NOTE 3) .� ISECTOR C SECTOR C GROUND (NOTE 3) INTEGRAL —48V BREAKER PANEL r (NOTE 2) 2 AWG o FACTORY F rl F r u E WIRING GROUND r j TO 3 0 3 0 ALARM ALARM CABLE m `o TERMINAL TO 66 BLOCK I I o a w � p a w +GND O/P fl� (NOTE 4) (NOTE 3) OV BLOCK (THIS SHEET) I I z °° < z o r INSTALL (2) (N) • •• •• • • - GND I/P L_ _J _ ❑ ❑ 1+ 1 -113 _ ❑ ❑ 250A BREAKERSj4 16 16 6 AWG 0 0 24V 2 AWG (NOTE 5) a.- (NOTE 10) —_ c r (+) TO EQUIP. CABINET NOTES GND BAR �� 6 AWG �� 6 AWG E � _ o OV 0 1 . LABEL WRAPPED EDC POWER CABLES LONGITUDINALLY ALONGTTHETH ENDS OF CABLE AND STATE HIRE AND E SECTOR,FFREQUENCY ANY PULL BOX IF USED.BAND AND POLARITY: SHALL A-AWSDUABLE, SELF ADHESIVE, TO TO GROUND GROUND o r 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. WIRING DIAGRAM . OUTDOOR vPART 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. o 0 = 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CENTER. BASE BAND AND RRHs ON TOWER/ROOFTOP, 0 - CRGB 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. N 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. DC/DC CONVERTER, DC6 ~ 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. o _? a a 9 N JUNCTION BOX IS REQUIRED WHEN CONDUIT AS SCOPED BY MARKET FIBER OPTIC CABLES ARE INSTALLED 0 4 DETAIL 00 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V E o DC POWER PLANT ARE ON THE SAME ACK OR ENCLOSURE. E0 2 SCALE: N.T.S. 11 . THE BARE WIRE OF EACH MULTI-CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO HE m EQUIPMENT CABINET GROUND BAR. 0 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. c M o c N N tc o O 3 O O O Z a . c U • z BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE �� ME o} ® at&t m o N PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 a° �+ RRH WIRING DIAGRAM A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 at&t c r CUTCHOGUE, NY 11935 o, 3 r i 5275 WESNIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC Fa o46q .g•` a�'- JOB NUMBER DRAWING NUMBER REV a `o FREDERICK, MD 21703-8386 USA 25736-415 T3-NYCENY1027-E02 0 SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK pQ�FE551�N"b 0 o Q viz= ?i _+' Ansi D' SYMBOLS ELECTRICAL INSTALLATION NOTES (AS APPLICABLE) r - S/G SOLID GROUND BUS BAR DO ° 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 OF THE NEC AND TELCORDIA. WITH NEMA, UL, ANSI/IEEE, AND NEC. FEE SOLID NEUTRAL BUS BAR 'o 3: _¢ 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 TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO oTo 2-POLE THERMAL-MAGNETIC C c CONTRACTOR FOR APPROVAL. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN CIRCUIT BREAKER DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 OR BETTER INDOORS, OR NEMA o 0 a 0 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 3R (OR BETTER) OUTDOORS. " THE NEC AND TELCORDIA. SINGLE-POLE THERMAL-MAGNETIC r ° ° ° CIRCUIT BREAKER 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR M `oa 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, e 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR- OR NEMA 3R (OR BETTER) OUTDOORS CHEMICAL GROUND ROD a ® GROUND ROD Ts 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- 0 0 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 DD EXISTING INSTALLATION REQUIREMENTS. INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 0 3 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND QM METER E ELECTRICAL TAPE (3M BRAND, 1fz INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ■ CADWELD TYPE CONNECTION ° CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR o Lo BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. COMPRESSION TYPE CONNECTION `-4 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 0 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 cu 0 CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD o 0 CIRCUIT ID'S). AGAINST LIFE AND PROPERTY. a�M° 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE ABBREVIATIONS - CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 115 DETAIL AGL ABOVE GRADE LEVEL `0 0 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 o 'o EDGES. USE LOW PROFILES TIE WRAPS. BCW BARE COPPER WIRE V N = 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR a) BTS BASE TRANSCEIVER STATION (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED 0 FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, (E) EXISTING TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) UNLESS OTHERWISE SPECIFIED. EG EQUIPMENT GROUND � r �- 11 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG AOR B 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 USED, UNLESS OTHERWISE SPECIFIED. 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION 0 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE 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 = GRC GALVANIZED RIGID CONDUIT 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) E 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 DOa IMC INTERMEDIATE METALLIC CONDUIT ,� 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 o OTHERWISE SPECIFIED. CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR m DIRECTLY ADJACENT. MGB MASTER GROUND BAR o 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS MIN MINIMUM j 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) 0 75-C (90-C IF AVAILABLE). N.T.S. NOT TO SCALE ° ° 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR TVSS PRESENCE AND REPORT a 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH FINDINGS TO CONTRACTOR. PVC RIGID (SCH.40 POLYVINYL ° NEMA, UL, ANSI/IEEE, AND NEC. CHLORIDE CONDUIT u:, 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE E L 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 o REF REFERENCE c r 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, ORREQ REQUIRED ° RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED 1117 DETAIL INDOOR LOCATIONS. E03 SCALE: N.T.S. RF RADIO FREQUENCY v RGS RIGID GALVANIZED STEEL C 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC N CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. TRANSPORT T1 LINES RWY RACEWAY SIAD SMART INTEGRATED ACCESS a 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS 1 , ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA DEVICE 0ABOVE GRADE. 70), CHAPTER 8. 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, TBD TO BE DETERMINED a 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS TBR TO BE RESOLVED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED REQUIRED BY THE NEC. CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. TYP TYPICAL VIF VERIFY IN FIELD 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A r�i c WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE - ° N N "FROM" LOCATION FOLLOWING TYPICAL D NAME AT THE NIU AND AT THE NOKIA BTS: 0 3 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. AT&T UMTS 1 ABBREVIATIONS & SYMBOLS LEC CCT# o z E03 SCALE: N.T.S. 0 . 0 0 N SITE NAME: CUTCHOGUE MEW ® at&t m � � BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� " � ° �'� p m 21855 COUNTY ROAD 48 c a ELECTRICAL, SYMBOLSS A UNIT OF BECHTEL CORPORATION _ 3NY1 1935 CUTCHOGUE, 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC JOB NUMBER DRAWING NUMBER IRFV Mow I - a O FREDERICK, MD 21703-8386 USASCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK OpRDFESs�ONPy� 25736-415 T3-NYCENY1027- E03 0 U aQ oI.E o I" AldG "C ' N . GROUNDING NOTES (AS APPLICABLE) CD' s 6 AWG STRANDED Cu L 0 o 1 . THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING NEWTON INSTRUMENT COMPANY, INC. WIRE WITH GREEN, 600V, PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY BUTNER, N.C. OR APPROVED EQUAL THWN INSULATION 00 -16 THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE (SUNLIGHT RESISTANT) � WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR NO. REQ. PART NO. DESCRIPTION OR BLACK MARKED 3 ° AS REQUIRED BY NEC ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 1 1 /4"x4"x30" SOLID GND. BAR n �l Ta O1 f � GROUND BAR ON 0 0 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC O 2 A-6056 WALL MTG. BRKT. WALL, FLOOR a o POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING OR ON ANTENNA I , CONDUCTORS IN ACCORDANCE WITH THE NEC. O3 2 3061 -4 INSULATORS TOWER 00 4 4 3012-1 5/8"-11x1 " H.H.C.S.DO I 0 � 3. 1HOOSAND081 ) AFOR NEWAGROUNRDOELECTRODEASYSTEMS.OTHESUBCONTRACTORSHALL FURNISH AND CTOR LL RM IEEE TITOEARTHEINSTALL O SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS O5 4 3015-8 5/8 LOCKWASHER T SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EGOO-0001 , DESIGN & TESTING OF FACILITY O OHO O� OO�O o ^� GROUNDING FOR CELL SITES.>1 cm DOUBLE CRIMP �O �O�OO rip 00 CONNECTION 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED INTERIOR 0 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED GROUND RING �) �) 3 E AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. ' / ANGLE SHOWN TO 0 0 . EXOTHERMIC WELD—' 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN �) ((� J5 ( WELDING ROHIBITED ILLUSTRATE WELD oii INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR 2 I C f� ON ROOFTOPS) AT THE LOWEST w BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. a �l \ POINT ON THE BAR 0 p ° —2 AWG SOLID BARE TINNED 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 3" COPPER GROUND CONDUCTOR. U ;% 4" EXOTHERMIC EXOTHERMIC WELD TO BURIED o 0 7 . APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION 13/� 1 WELD GROUND RING AND GROUND BAR o AND BOLTED GROUND CONNECTIONS. 0 0 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE INSTALLATION OF GROUND WIRE 0 0 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS 1 18 TO COAX CABLE GROUND BAR DETAIL V) CONNECTIONS. ORIGIN AND DESTINATION. V EO4 SCALE: N.T.S. E 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED SECTION "P" - SURGE PROTECTORS y 0 TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. ° CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TOWER MOUNTED TO TRANSMIT a r 11 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING AMPLIFIER UNITS ANTENNA FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) TYPE CONDUIT CLAMPS. TELCO GROUND BAR (2 AWG) (TMA) (WHEN COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG REQUIRED) AND o +24V POWER SUPPLY RETURN BAR (2 AWG) ) RECEIVE ANTENNA 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE � ° ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC -48V POWER SUPPLY RETURN BAR (2 AWG) TX o CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE RECTIFIER FRAMES. WEATHERPROOFING s°, ° HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS COAX SUPPRESSION KIT (TYP.) C PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC RX1/RX2 RX1/RX2 j r o CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE SECTION "A" - SURGE ABSORBERS DO `o METAL CONDUIT. INTERIOR GROUND RING (2 AWG) —ANTENINA CABLE S 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) I KIT (TYP.) Z ° 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) JUMPER CABLES—' I I STANDARD GROUND 0 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 ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. / KIT NONOT (SEE N o SECTION "I" - ISOLATED GROUND ZONE E) 0 0 ALL COMMUNICATIONS EQUIPMENT FRAMES. 0 o ISOLATED GROUND BAR - IGB (2 AWG) CONNECTOR— O i WEATHERPROOFING € t DETAIL NOTES: KIT (TYP.) 0 G tl ' 0 1 . EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE FROM TMA / #6 AWG WSTRANDED N Cu WITH GREEN, PARALLEL EXOTHERMIC WELD. 0 - (WHEN REQUIRED) i" 600V, THWN INSULATION v _ — (SUNLIGHT RESISTANT) 0 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH o CIGBE (GROUND BAR), v SECTION AND LABEL EACH SECTION (' P' , A", I') WITH 1 ' HIGH LETTERS. :� REFER G DETAIL 0 4d 118/E05 TO NEAR/ o a NOTE: BELOW ANTENNA 0 a 1 . DO NOT INSTALL CABLE GROUND SEE NOTE 2 'o KIT AT A BEND AND ALWAYS DIRECT Eo °EGROUND WIRE DOWN TO CIGBE =#2 AWG Cu STRANDED n (RGB) REFERENCE GROUND BAR - DETAIL 2. EXISTING CIGBE MAY BE USED IN WIRE WITH GREEN, CONVENIENTLY LOCATED. 60OV, THWN INSULATION BONDED HTORSTRUCTURE InOR BOTTOM 0 ` MASTER/EQUIPMENT GROUND BAR DETAIL GROUND BAR. 04 N 11 s CONNECTION OF 03 DETAIL Eo4 SCALE: N.T.S. 122 GROUND WIRE TO GROUND BAR 113 o Z° E04 SCALE: N.T.S. E04 SCALE: N.T.S. 0. . V y E -0 SITE NAME: CUTCHOGUE G ME ® at&t m a N BECHTEL ASSOCIATES PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 at Q '� F GROUNDING NOTES & DETAILS o °� ` A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 & * _* 3 w CUTCHOGUE, NY 11935 5275 WESTVIEW DRIVE 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC �Fo o4S4 9 � JOB NUMBER DRAWING NUMBER Re°' FREDERICK, MD 21703-8386 USA a `0 ` SCALE: AS NOTED DESIGNED BY: KK DRAWN BY: KK pROFess.°N 25736-415 T3-NYCENY1027- E04 0 v `aa ,cE <�a ' A1101 r _ U O O / DO � Q�PAO� NOTES. .0 a 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. *A VCL! x a� 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES o �� ACROSS ANY TWO OR MORE SECTORS. a� O 1 ^ 0 LTE 00 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. 00 � ^ = k ANTENNA \� }� 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. /—J—BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) (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 E �� / SUPPORT TOWER, WHERE THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS o ° / BETWEEN ADJACENT SECTORS.) m o / 6. ALL RF CABLE (JUMPER) LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR = / I }\ + EXAMPLE, ALPHA SECTOR'S SHORTEST JUMPER IS 6 FEET IN LENGTH. THEREFORE, GAMMA SECTOR'S LONGEST 4U) JUMPER CAN BE NO MORE THAN 15 FEET LONG (6' + 9'= 15'). / 7. FOR SITES WHERE CSRF WILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE 2 C) Tx/Rx2 700 / / ^pOQ�J REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS COMPLY WITH NOTE 6. 0. 0 0 � 1-i Tx/Rx1 RRH/RRU / I ��S\ 8. ALL RF CABLES JUMPERS SHALL USE PRE-MADE JUMPERS WITH PRE-INSTALLED CONNECTORS ON BOTH ENDS. ° FIBER/SURGE 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS �' LTE / PROTECTOR I (ANDREW AND RFS). m a ANTENNA / N / I 0 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. a ° E 700 (-45) / 11 . JUMPERS SHALL HAVE RF SWEEP PERFORMED. GAMMA 700 (+45) ANTENNA FIBER CABLE (6 TYP) 0 -°° SECTOR AWS (-45) / STRUCTURE SUPPORTI (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO THE r AWS (+45) \ / I RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER MANAGEMENT BOX. 0 c / I 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. 0 \ .° 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION. ROUTING IS DIAGRAMMATIC. SEE ANTENNA PLAN IN THIS SET o / / 6Tx/Rx2 AWS \ \ \ I OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. o RRH/RRU 15. WHEN CONDUIT AND JUNCTION BOXES (1 PER SECTOR) ARE SCOPED BY MARKET, COIL EXCESS FIBER CABLE IN JUNCTION BOX. Do `E G) CID \ \ o« \ \ \ !% � LEGEND• 0 o -p \ AWS RRH/RRU COAX CABLE JUMPER - - - - - - - - - �y 0 700 MHZ RRH/RRU COAX CABLE JUMPER gO J 0 +� 000 `ni LTE CROSS SECTOR REDUNDANCY FEATURE o M k3r sus (CSRF) JUMPER CONFIGURATION s V C �0�9 DETAIL 1506 Q '0�\ NTS E05 E ° a � o '- a1 s H v+ M PLAN VIEW ° oN _c C + 0 ; 0 0 0 a . `0 = U w E -o BECHTEL ASSOCIATES SITE NAME: CUTCHOGUE �� DM. ® at&t DO = oil PROFESSIONAL CORPORATION SITE NUMBER: NYCENY1027 �� ` o ; ` LTE CROSS SECTOR REDUNDANCY FEATURE ° A UNIT OF BECHTEL CORPORATION 21855 COUNTY ROAD 48 _rn3s 5275 WESTVIEW DRIVE CUTCHOGUE, NY 11935 a (CSRF) JUMPER CONFIGURATION FREDERICK, MD 21703-8386 USA 0 01/21/13 LTE-ISSUED FOR CONSTRUCTION NG 6 GS RCFa �asq e•4 �r`,' JOB NUMBER DRAWING NUMBER REV a `o ` U aQ SCALE: AS NOTED DESIGNED BY: KK DRAWN HY: KK pROFEsstgNP` 25736-415 T3-NYCENY1 027- E05 0 3I-E ^__' -- -I' D