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1000-9.-7-11.1 (2)
• PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director Date: June 27, 2013 Re: Planning Department Report AT&T Mobility LTE Modifications and Up -grades SCTM# 1000-9-7-11.1 Oriental Avenue and Ettrick Avenue, Fishers Island MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 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. (see attached report). We have the following recommendations for this application: 1. The proposed LTE modifications and upgrades are in compliance with the General Requirements of §280-70, therefore, we recommend a Building Permit be issued for this application consistent with the project drawings dated April 23, 2013. Thank you for your cooperation. 0 40 FOR INTERNAL USE ONLY SITE _PLAN USE Initial Determination Date:�� 3 1 --�- Project Name: project Address: "'n .10 Date Sent:_ : f. -1= Suffolk County Tax Map No -A 000___j___ = Zoning District: of Buiiding permit Application and suppOR111y (Note: Copy proposed use or uses should be submitted.) Initial Determination as to whether use is permitted.-Y91— Initial De ermitted: InitiD termination as to whether site plan is required: ya OF Signature of Building Inspector a$ to ning Board Planning Department (P.D.) Referral: P n nate Received: S �- 3 Date of Comment ___/ 7 Final �etermina ion Date:—/—/ Decision: a7R�j.IIQiM�v "• - 7L._,.7��a InsnPntnr June 18, 2013 Ms. Heather Lanza Planning Director Town Hall Annex Building 54375 Route 25 Southold, New York 11971 R AjX \MTi )I)7050Palmetto Park Road #15-652 Boca Raton, FL 33433-3483 Phone: 877-438-2851 • Fax: 877-220-4593 RE: AT&T NYNYNY0801— Oriental and Ettrick Ave SCTM: 1000-9-7-11.1 Dear Heather, Enclosed are five (5) copies of the review for the above referenced site. Please let us know if you have any questions or comments regarding our analysis. Should you have any questions or comments, please feel free to contact us direct at 877-438- 2851. Sincerely, YPf;S Elizabeth Herington-Smith Enclosures 0 State of New York Telecommunications Site Review Concealed Facility Upgrade June 14, 2013 Heather M. Lanza, AICP Planning Director Town Hall Annex Building 53095 Route 25 Southold, New York 11971 RE: Carrier: AT&T Mobility: NYNYNY0801 SCTM : 1000-9-7-11.1 Address: Oriental Avenue at Ettrick Avenue Dear Ms. Lanza, • opo o e Consultants, Inc. 7050 W. Palmetto Park Road #15-652 Boca Raton, Florida 33433 Tel: 877-438-2851 Fax: 877-220-4593 JUN 1 V013 y 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 a facility located inside an existing Church Steeple. The AT&T antennas have a total elevation of thirty-eight (38) feet. The total elevation of the steeple with the top mounted cross is sixty-six feet one inch (66' 1"), see figure 1. AT&T Mobility plans to add new equipment cabinets in the current leased space located in the Church basement, 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 on Fisher Island in the jurisdiction of the Town of Southold. The location is Our Lady of Grace Church and is physically located at Oriental and Ettrick Avenues in the Town of Southold jurisdiction 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. LTE is the Applicant's version of fourth generation technical service. LTE means long term evolution or candidly the service will require an unknown amount of time prior to substantially provide very high speed data transference. The LTE technology is for high speed wireless broadband implementation. The final configuration will consist of three (3) panel type antennas and six (6) new Remote Radio Head (RRH) units, a Raycap DC surge protection system and a microwave dish antenna for backhaul data transfer all located at generally the thirty-five (35) foot elevation level see figure 4. The antenna sections, remote radio heads and Raycap equipment vary in elevation to fit within the general area and the difference is not something that would impact the Town's application process. Interconnecting the ground equipment and the related antenna propagation equipment will be a combination of feed lines and fiber optics cable. AT&T Mobility: NYNYNY 28 �p SCTM : 1000-108-4-11.3 a O Address: 415 Elijah Lane Southold, New York Consultants, Inc. June 14, 2013 Telecommunications Site Review Page 2 New York Concealed Facility Upgrade In this particular situation the changes being made for AT&T Mobility is within a Church steeple and will not cause an overload concern; although the applicant did submit a structural analysis. Likely because that has been the past practice but in this situation it was not necessary since the equipment is not exposed and does not have a windload impact. The only potential structural consideration would be the deadweight of the changes which is minimal, see figure S. The Applicant supplied calculations to assure compliance with all FCC standards regarding human exposure to Radio Frequency energy. The Applicant's spectrum will operate in both the 850MHz range and the 1,900MHz range but should not be an interference concern to the Town's public safety communications. The Applicant is required to state they will comply with federal interference rules and the federal rules regarding human exposure to radio frequency energy. That was not initially submitted but when requested was promptly provided, see figure 6. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. Therefore CityScape as wireless expert for the Town of Southold recommends this application be approved as submitted and including the supplemental information. Respectfully submitted, Richard L. Edwards FCC Licensed PCIA Certified CityScape Consultants, Inc. AT&T Mobility: NYNYNY118 SCTM : 1000-108-4-11.3 Address: 415 Elijah Lane Southold, New York June 14, 2013 Page 3 TOP OF CROSS 166.1' t A.G.L. SW (1} AT&T ANTE" FOR NEW—' QUINTET. AT&T ANTENNA (SECTOR A) (SEE DETAIL. 2&3/AD3) ON U LINS1'R`l1 P=1SPRO EDSED Pi j (SECTOR A) (SEE DETAIL 1/AO4) I INSTALL RWS MOUNTED - ON WITH PROPOSED PIPE MIST (SEI" C) (SFE DETAIL 2/AO4) SWAP (1) AT&T ANTENNA FOR NEW - QUNTEL AT&T ANTENNA (SECTOR C) � [EMN P OF LTE AT&T AN_ _.._ "'38'-e t A.G.L. (TYP. ALL SECTORS) UV. ALL SECTORS) FLooR of UPPER STEEPLE —11 * A.G.L. i PROPOSED POWER AND FIBER CABLES ALONG EIGSTNG ROUTE N 2V PRIERDUCT . TOE!RaOM CLC. 7* A.G.L B.G.L. --Ili' -ofpij+ape= • Telecommunications Site Review New York Concealed Facility Upgrade INSTAL. (1) RAYCAP DCGDDUE ON PIPE (SEE DETAIL 1/AO4 & 11o2/ADa) FOR MOUNTING (SEE DETAIL 1116/ADG) MOUNTED ON UNISTRUT WITH PROPOSED PIPE MAST (SECTOR 8) (SEE DETAIL 2/AO4) ANTENKA FOR NEW EL1 AT&T (SECTORS B) DETAIL 2&3/AD3 & WOO OPENINGS AND CONCEALMENT To BE REWORIIED AS NDCQSARY FOR PROPOSED ANTENNAS (AIL. SECTORS) EXISTING AT&T EQUIPMENT ROOM IN BASEMENT 4 0 4 ! 12 FT All Antenna and related equipment is concealed and will not be visible from pedestrian view Figure 1. Church Steeple Elevation AT&T Mobility: NYNYNYV8 [Fffv�=W SCTM: 1000-108-4-11.3 Address: 415 Elijah Lane Consultants, Inc. Southold, New York June 14, 2013 Telecommunications Site Review Page 4 New York Concealed Facility Upgrade Figure 2. Ground Equipment in Basement rOMIS *MtROO 007M AC EM"M AC aff PA EL I GNU � � ao° -- `- - y k7{EVW W" t 1 AUSitNe car EXWM �, ` �.0 t'IN CMET \� �\ DOW dlf�/ff Iw/" \!�N 24V Dc EXGTNQ 1900 COW anWAK 9WVW COMM M Do PLW W anow I/O�V.WV. �� ryE�yw�� �q� BON 1 � r 0 t Z ! 3 F1 Figure 2. Ground Equipment in Basement AT&T Mobility: NYNYNY918 SCTM : 1000-108-4-11.3 Address: 415 Elijah Lane Southold, New York June 14, 2013 Page 5 a � e Consultants, Inc. Telecommunications Site Review New York Concealed Facility Upgrade DoLomre Stneet Atlas USA® 2008 Data use subject to license. n C Del-omie- Det.orme Street Atlas USA® 2009 0 180 380 540 720 900 wwwdelorme.com MN (14.1° W) Data Zoom 15-0 Figure 3. Site Location AT&T Mobility: NYNYNYq#8 SCTM : 1000-108-4-11.3 Address: 415 Elijah Lane Southold, New York June 14, 2013 Page 6 INSTALL (2) PROPOSED IMS MOUNTED ON UNISTIM WITH PROPOSED PIPE MAS (SECTOR A) (SEE DETAIL 1/AO4) INSTALL (2) PROPOSED RRH'S MOUNTED ON LINL4TRUT WITH PROPOSED PIPE MAST (SECTOR C) (SEE DETAIL 2/AD4) SWM (1) AT&T ANTENNA FOR NEW— J ,' QUINTEL AT&T ANTENNA (SECTOR C) ' (SEE DETAIL 2&3/A03)tECTOR _- 310' a G Consultants, Inc. Telecommunications Site Review New York Concealed Facility Upgrade UNE OF EXISTING CABLE MnW EXISTING LAND LINK PARABOLIC ANTENNA \ / 4wNW (1) AT&T ANTENNA FOR NEW / QUINTET. AT&T ANTENNA (SECTOR A) — / (SEE DETAIL 263/AO3) I INSTAL. (1) RAYC7AP DC6 DOME ON PIPE \ \ ♦ (I (SEE DETAL 1/A04 & 1102/AD8) FOR MOUNTING (SEE DETAIL 1118/AOd) ISTALLPROPOSED RIM W ON LINIS11MR WITH PROPOSED PIPE MAW / \ (SECTOR B) (SEE DETAIL 2/AO4) SWAP (1) AT&T ANTENNA FOR NEIN QUNTEL AT&T ANTENNA (ACTOR B) (SEE DETAIL 2&3/AD3) Figure 4. Final Antenna Configuration AT&T Mobility: NYNYNY118 SCTM : 1000-108-4-11.3 o O Address: 415 Elijah Lane Southold, New York Consultants, Inc. June 14, 2013 Telecommunications Site Review Page 7 New York Concealed Facility Upgrade 100 Paragon Drive mantYil*, N) 07445 Tel: (907) 571 -OM Fax: (2011 S710763 May 2, 2013 Mr. Joseph Sweet New Cingular Wireless PCS, LLC ("AT&T") 340 Mt. Kemble Avenue Morristown NJ 07950 Subject: Structural Analysis Report AT&T Site IDN: NYNYNY0801 AT&T USI DN: 35791 AT&T Site Name: FIS14EM ISLANDS OVERLAY Oriental Ave and Ettrick Ave., Fishers island, NY 06390 Latitude: N 41° 15'30.7V; Longitude: W 72° 00' 51.99" Hear Mr. Sweet: Bechtel Associates Professional Corporation Is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the existing antenna support structures at the above mentioned telecommunication facility. The site was visually inspected during a site visit occurring on December 6, 2012. The steeple interim members, the connections of the masts, and the building itself were found to be in good visual condition. Destructive testing/investigation methods were not employed during the inspection. The existing AT&T equipment is mounted on the inside of the steeple in for all sectors. The proposed scope or work consists of swapping (1) antenna in each sector, as well as the addition of (6) remote radio heads added in the steeple, The existing and proposed mounting hardware has been analyzed to handle the existing and proposed loadings. The existing mounts have the structural capacity to support the proposed configuration as shown at the construction drawings, band on our aealysis, we haw determined that the eldst ft mounts are struictura ly adequate, to proceed with proposed wok In accordance with the regglremants of the 9uildnq Code of the State of New York — 2010 and Ttlk/ElA-122-F (1996). �a-116 IUF Respectfully submitted by: s 5O'r. r A f t• to _k Richard M. Coad, P.E, NY License KM5439.1 '� sSdQNI►4rk' Bechtel Associates Professional Corporation Figure 5. Structural Analysis AT&T Mobility: NYNYNY98 9NO= SCTM: 1000-108-4-11.3 Address: 415 Elijah Lane Southold, New York Consultants, Inc. June 14, 2013 Telecommunications Site Review Page 8 New York Concealed Facility Upgrade aut W fit Town of Southold rvem Ad wl Kditanh PeolOSNtnIFRAN Fogynir. Now Chqulw VVVr bn PCS. LLC f AUT1 IMM 8/1712013 Mt Praposd b n o ll�ewifg I'l., bdoy d Our Lady of GWO Churah. OrwiW Awe m, Fiala '*� N W Rf SiOs? TO wham It MRy ColtaOwMr This shd w a b aarMlm► tial Ow hoomodes MO wM be used by Now CbVultr W#O m PCS. LLC CATWn. (TmWM 1986.1970 MHz. 885.880 MHz. S90 .851.5 MHz. 740.746 MHz, Rm O q 1556.1590 MHz. 824 -OM MHZ 846. 848.5 MHz, 714715 MH7) M ennrncpan w ilt waaNa wwwnwiowom Uagi"M al Sn abowwaw WOO w Ow" and at nxnsd wit nal kMtAOree dWA ar dmkvWh any Om*rprngr ownwarstalon yvaler . or any Iamwu 0 radio, ftbvik O , 1 0 COMW wWAN wow WWft m c g la n d tiMsr iipnMs for nOaMby pmDwr in SM r4M lhsl AUT's Oquormo dow caM MgOUMtft 1A am b 9rw b argr d SM pw4kLdy msr+dorMd w vww ATST shat use M In b nrarOdY - such kawbmwim AT&T wG anw* %vM a1 FCC nits 19 is hww momm to ado lnquanay O WW AT&T w11ami iOovMalFCCMwagodey' in 11 r 1 bOWoft MR* T!" yauu ProlnekoW RAN Enp uw Figure 6. FCC Compliance Statements C TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK ------ I -------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless TCS, LLC At the premises ("Premises") Our Lady of Grace Church Oriental Avenue Fishers Island, New York Section 9, Block 7, Lot 11.1 ---------------------------------- ---------+---------X STATE OF NEW YORK ) ) SS.. COUNTY OF SUFFOLK ) 0 AUTHORIZATION OF OWNER Te v. _D _D,� Qh.g-Lff_• being (july sworn, deposes and says: of the lta Ce, owner m fee of the premises I am the ......_ ecS }gip `r_ _I� ) known as District 1000, Section 9, Block 7, Lot 11.1 (the "Prennises" 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 upora(le/inodifacaition of its public utility wireless telecommunications facility. As such, I will fully cooperate with AT&T and its agents in obtaining any required Approvals. Sworn to before me this ® day of 2013 4kr NOTA PUBLIC NANCY M. POTTER NOTARY PUBLIC W COMMISSION EXPIRES DEC. 31, 2015 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net. Examined . 20. Approved , 20 Disapproved a/c3Q� i Expiration , 20 • • BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? PERMT NO. �C���� MAY 2 1 2013 BLDG. DEPT. _ TOWN OF SOUTHOLD Building Inspector Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Attorney for Applicant: Mail to: Re; Nielsen, Huber & Coughlin, LLP 36 N. New York Ave., Huntington, NY 11743 Phone: 6314254100 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date , 20 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 Limited Liabilityompany 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 00 D�- pp limited liability com any (As on the tax roll or latest deed) If applicant is vC signaiu'd of duly authorized officer Ve- Doug Hall,(Nam resident f 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: Our Lady of Grace Church Oriental Avenue Fishers Island House Number Street Hamlet County Tax Map No. 1000 Subdivision 3lock 7 Lot 11.1 Filed Map No:.. ' "`- 611013it9 f.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Religious Use and Public utility wireless telecommunications facility b. Intended use and occupancy. Same as existing 3. 4 Nature of work (check which applicable): New Building Addition Repair Removal Demolition 'Other Work Lessee/ its exising public utility wireless telecommunications facility as depicted in the plans submitted here Estimated Cost A6 as-, &-,-D .3D Fee int propose to rr (Description) . (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number.ofAbgeli units on each floor If garage, number of cars 'Religious Use and Public utility wireless telecommunications 6. If business, commercial or mixed occupancy, specify nature and extent of each type of usefacility 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories * No change 8. Dimensions of entire new construction: Front Rear. Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-80 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 X 14. Names of Owner, of premises4pi:� C ddress . T-s� hone No. Slab - S k Name of Architec Address Phone Noll -5"11 a'1 Ii Name of Contractor py ddress Phone No. _ :El 1 - 0"1 a� � dao `rte 15 a. Is this properly within 100 feet of a tidal wetland ora freshwater wetland? * S . NO * 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 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A. COPY. STATE OF NEW YORK) SS: COUNTY OF nU Doug Hall being dolt' swom, deposes and says that (s)he is the nR� k (Name of individual signing contract) above named, {Spin*7e President of Shore 2 Shore Wireless, Inc., A ent 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 al I statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �— day of 20J-22- Public 0J.3Public New ar Wireless S, LLC By: _ Signatafe of Applicant Victona Brennan, Esq Doug Hall President of Shore 2 Shore Wireless Inc. Agent for App scan Notary Public, State of New York Print Name / Title above No. 02BR6072822 Qualified in Nassau County , [ Commission expires April 15, 2010( May 2, 2013 Mr. Joseph Sweet New Cingular Wireless PCS, LLC ("AT&T") 340 Mt. Kemble Avenue Morristown, NJ 07960 Subject: Structural Analysis Report AT&T Site ID#: NYNYNY0801 AT&T USID#: 35798 AT&T Site Name: FISHERS ISLAND S OVERLAY Oriental Ave and Ettrick Ave., Fishers island, NY 06390 Latitude: N 41° 15' 38.70"; Longitude: W 720 00'51.99" Dear Mr. Sweet: 100 Paragon Drive Montvale, NJ 07645 Tel: (201) 571-0650 Fax: (201) 5710763 Bechtel Associates Professional Corporation is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the existing antenna support structures at the above mentioned telecommunication facility. The site was visually inspected during a site visit occurring on December 6, 2012. The steeple interior members, the connections of the masts, and the building itself were found to be in good visual condition. Destructive testing/investigation methods were not employed during the inspection. The existing AT&T equipment is mounted on the inside of the steeple in for all sectors. The proposed scope or work consists of swapping (1) antenna in each sector, as well as the addition of (6) remote radio heads added in the steeple. The existing and proposed mounting hardware has been analyzed to handle the existing and proposed loadings. The existing mounts have the structural capacity to support the proposed configuration as shown in the construction drawings. Based on our analysis, we have determined that the existing mounts are structurally adequate to proceed with proposed work in accordance with the requirements of the Building Code of the State of New York — 2010 and TIA/EIA-222-F (1996). Respectfully submitted by: Richard M. Coad, P.E. NY License #045439-1 Bechtel Associates Professional Corpoi • Calculation Cover Sheet PROJECT: NEW CINGULAR JOB NO.: CALC NO.: SHEET: WIRELESS PCS, 25736 25736-415-A3C-EF-00100 1 of 13 LLC AT&T" Subject NYNYNY0801, NY RT(Antennas) Discipline: Civil/Structural CONFIRMED WITH CALCULATION PRELIMINARY PRELIMINARY CONFIRMED SUPERSEDED VOIDED STATUS INFORMATION DESIGNATION ❑ El ® 11 0 NUCLEAR QUALITY SAFETY-RELATED I AUGMENTED QUALITY NONSAFETY-RELATED NON-NUCLEAR CLASSIFICATION 11 1:1 ❑ z COMPUTER PROGRAM INFORMATION — REFER TO COMPUTER PROGRAM INFORMATION SHEET DESIGN VERIFICATION REPORT SDN FOR REV (SAFETY-RELATED & AUGMENTED QUALITY ONLY); LEAVE BLANK IF DVR IS INCLUDED IN CALCULATION. Note: Use of these calculations by persons without access to pertinent factors upon which these calculations are based, and without proper regard for their purpose, could lead to erroneous conclusions. Should it become necessary to use these calculations for work in the future, it is recommended that the calculations be reviewed with authorized Bechtel personnel to ensure that the purposes, assumptions, judgments and limitations are thoroughly understood. in addition, these calculations may contain confidential information proprietary to Bechtel Corporation that is not to be used, disclosed, or reproduced in any format by any non-Bechtal party without Bechtel's prior written permission. Notwithstanding the above, AT&T has the right to use the information contained in this document pursuant to the Contract between Bechtel Corporation and AT&T. Structure: PASS Bechtel Associates Professional Corporation 5295 Westview Drive Frederick, MD 21703 002 Revised as noted 44 Att. F, Sht. 2 KD AKS 001 Revised as noted 44 Att. F Sht. 2 KD AKS 3/22/13 000 Issued for use 46 Aft. F, Sht. 3 KD AKS 3/14/13 REV. REASON FOR TOTAL NO. LAST APPROVED/ �� BY CHECKED NO. REVISION OF SHEETS SHEET NO. ACCEPTED RECORD OF REVISIONS Bechtel Confidential O Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechters prior written permission. AN rights reserved. Calculation Sheet W%W Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Nroject: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("ATU") Checker: Amit Kumar Singh Sheet No.: 2 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram Table A: Computing Environment Computer Type X IBM Compatible Desktop PC IBM Compatible Laptop PC Other (specify) Operating System X Windows 7 Windows 7 with VMware (virtual DOS) Windows xP DOS Citrix server Other (specify) Table B: Computational/Analytical Computer Programs List all computational/analytical computer programs used to produce calculation. Note: If the program is not an SCP, then the verification package must be included (or referenced) in calculation, or the results must be verified by alternate means (hand calculation, etc.). Name of Program(s) CSL Program No. Version/Release SCP (Yes/No) STAAD. Pro CE242 20.07.06.35 Yes N/A N/A N/A Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. • 0 sp Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Nrolect: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("AT&T') Checker: Amit Kumar Singh Sheet No.: 3 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram Table C: Validation Testing Method Used This table required only for nuclear safety-related or augmented quality calculations. Select the validation testing method used. Note: The purpose of validation testing is to ensure the computer program is functioning correctly in the computing environment in which it is installed. The validation test is required if not performed within the preceding 24 hours, OR if the application has been re -loaded OR the configuration of the workstation has been altered OR failed elements replaced. Computer Program satisfactorily completed a front-end validation (built-in self -test). Spreadsheet I A test problem was run and the results matched known accurate output (previously verified solution or manually calculated results). X Not applicable. Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Table D: Utility Computer Programs List all utility programs used to produce the calculation. Note: Utility programs are not considered verified software. If utility programs are used to perform any computational/analytical functions, the output must be manually (hand) checked. Word Processing I IMS Word Version: Other (specify): Version: Spreadsheet I IMS Excel Version: Other (specify): Version: Math Utility I X IMathCAD Version: 15.0 M010 Other (specify): Version: Drawing I Ivisio Version: Other (specify): Version: Miscellaneous I 10ther (specify): Version: Other (specify): Version: Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. or Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Nroject: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("AT&T') Checker: Amit Kumar Singh Sheet No.: 4 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram Table E: Computer Program Checklist Note: All items in the checklist should be checked "Yes" or "NA" before using the results. Yes No N/A Checklist Items X Was the computer program authorized for use by the Chief Engineer (either by inclusion in the Discipline Appendix to 3DP-G04G-00036 or by DRN)? Does the computer program version and operating system match that authorized for use by X the Chief Engineer (either as listed in the Discipline Appendix to 3DP-G04G-00036 or approved by DRN)? X For SCPs, was the computer program and documentation obtained by the user from the Computer Services Library (CSL)? For SCPs, did the user review the SCP User Guide/Manual to determine any parameter X limits or usage limitations and to ensure that any software modules/options/features used in the calculation have been validated/verified for use? X If there are project -imposed restrictions on the use of software (e.g., Project Automation Plan, etc.)? If so, is this software acceptable for use? If Safety -Related (SR) / Augmented Quality (AQ) calculation, has the discipline Chief X Engineer authorized the use of the computer program in SR applications (either in the Discipline Appendix to 3DP-G04G-00036 or approved by DRN)? Was the latest version of the program as listed on the Discipline Appendix to 3DP-G04G- X 00036 used (or alternately was approval to use a different version obtained from the Chief Engineer via DRN)? X Were all available Computer Program Error Notices (CPENs) affecting the software reviewed for applicability? X If SCP, is the user individually registered with the CSL as an authorized user of the program? X For non-SCPs, was the verification package included (or referenced) in the calculation, or were the results otherwise verified (manual checking, etc.)? X If utility programs such as Mathcad or Excel were used, were all the results verified by other means (manually checked, etc.)? X Are the computer program inputs and outputs included in the calculation package? If any "No" boxes were checked, use this space to justify use of the software in this calculation: Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. • 0V Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Project: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("AT&7') Checker: Amit Kumar Singh Sheet No.: 5 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram TABLE OF CONTENTS Section Description Sheet Number 1.0 Purpose 6 2.0 Design Basis 7 3.0 Criteria 7 4.0 Assumptions 7 5.0 References 7 6.0 Calculations 8 7.0 Recommendations 13 8.0 Conclusion 13 Ref. Description Number of Sheets A RFDS Rev. V03, Dated January 31, 2013 7 B Proposed Antenna/ Equipment Data Sheets 5 C Reference Drawings 2 D Photos 3 E STAAD Output 12 F Reference Sketch 2 Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Nroiect: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("ATU") Checker: Amit Kumar Singh Sheet No.: 6 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram 1.0 Purpose The purpose of this calculation is to verify the structural capability of the existing and proposed antenna mounts at the NYNYNY0801 site located at Oriental Avenue and Ettrick Avenue, Fishers Island, Sufflok County, New York to support the proposed antennas and ancillary equipments as a part of the AT&T LTE Wave 4 scope. Table 1 - Proposed Antennas and Ancillary Equipment Sector IJP/F Qty. Type Make Model RAD Ctr (ft) Location Proposed 1 Antenna Quintet QS6658-2 35.0 Pipe mounted inside Steeple Alpha Proposed 1 RRH Alcatel 9442 (A WS) 35.0 do Proposed 1 RRH Alcatel 9442 (700 MHz) 35.0 do Proposed 1 Surge Protector Raycap DC6-48-60-18_81F 35.0 do Proposed 1 Antenna Quintel QS6658-2 35.0 Pipe mounted inside Steeple Beta Proposed 1 RRH Alcatel 9442 (A WS) 35.0 do Proposed 1 RRH Alcatel 9442 (700 MHz) 35.0 do Proposed 1 Antenna Quintel QS6658-2 35.0 Pipe mounted inside Steeple Gamma Proposed 1 RRH Alcatel 9442 (A WS) 35.0 do Proposed 1 RRH Alcatel 9442 (700 MHz) 35.0 do Table 1 Notes: 1. Existing equipment not modified as part of the proposed scope of work will not be included in this table. Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Nroject: New Cingular Wireless PCS, LLC ("AT&T') Originator: Kaladhar Dheram 2.0 Design Basis Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Date: 4/1/2013 Checker: Amit Kumar Singh The design wind speed is based on ASCE 7-05. 3.0 Criteria Job Number: 25736 Calc. No.: 25736-415-A3C-EF-00100 Sheet No.: 7 of 13 Sheet Rev.: 002 1. TIA-222-F Standard - Structural Standard for Antenna Supporting Structures and Antennas 2. The Building Code of New York State- 2010 Edition 4.0 Assumptions 1. It is assumed that the original design, material production and classification, fabrication and erection of the structure was performed in accordance with accepted industry design standards and methods. 2. It is assumed that the existing structure and its attachments have been properly maintained in accordance with the referenced standards and/or the manufacturer's requirements and are in good condition with no structural defects and with no deterioration to its members. 3. It is assumed that the manufactured structural and nonstructural elements and attachments are load -rated, designed and fabricated in accordance with accepted industry standards for design, materials and workmanship. 4. It is assumed that member or section shapes, sizes, and materials are accurate as provided in the referenced documents. 5. All equipment, antennas, mounts, coax and wave guides are assumed to have been properly installed and supported as per the manufacturer's requirements. 6. All welds and connections are assumed to develop at least the member capacity, unless determined otherwise. 7. All prior structural modifications, if any, are assumed to have been properly installed and to be fully effective. 5.0 References 1. The Building Code of New York State - 2010 Edition 2. ASCE 7-05 Minimum Design Loads for Buildings and Other Structures. 3. AISC Manual of Steel Construction - 13th Edition. 4. National Design Specification for wood construction - 2005 Edition. Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Project: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("ATU") Checker: Amit Kumar Singh Sheet No.: 8 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram 6.0 Calculations Table 2 - Antennas and Ancillary Equipment Specifications Dimensions (in.) Type Make Model Height Width Depth Weight (lbs) Antenna Quintet QS6658-2 72.5 12.0 9.0 79.0 RRH Alcatel 9442 (700 MHz) 21.0 12.2 10.8 51.0 RRH Alcatel 9442 (AWS) 25.0 12.0 9.0 43.0 DC6 Raycap DC6-48-60-18_8F 23.5 9.7 9.7 20.0 Design Antenna Dimensions Height hant:= 72.5in (Table 2) Width want:= 12in (Table 2) Depth dant := 9in (Table 2) Weight Want:= 791bf (Table 2) Design RRH Dimensions Height hrrh := 25in (Table 2) Width wrrh := 12in (Table 2) Depth drrh := 9in (Table 2) Weight Wrrh := 511bf (Table 2) DC6 Dimensions Height hdc6 := 23.5in (Table 2) Width Wdc6:= 9.7in (Table 2) Depth ddc6 := 9.7in (Table 2) Weight W&6:= 201bf (Table 2) Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Calculation Sheet Nrolect: New Lingular Wireless PCS, LLC Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 ("ATU") Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 Originator: Kaladhar Dheram Checker: Amit Kumar Singh Sheet No.: 9 of 13 Sheet Rev.: 002 Pipe dimensions Existing and proposed pipe mounts are assumed to consist of 2" Std steel pipe (ASTM A53 Gr. B, Fy 35ksi) as a conservative assumption. Pipe Diameter Pipe Weight Total Length of Pipe Total Weight of Pipe 6.1 Design Loads A) Dead Load Antenna Weight Pipe Weight Proposed RRHs Weight Weight of Antenna and DC6 B) Wind Load dpipe := 2.38in Wpipe := 3.66plf Lpip,.tot 7.5ft Wpipe.tot Wpipe'Lpipe.tot = 27.5 lbf Want = 79 lbf Wpipe = 3.66•plf For 2" Std Pipe (Ref. 3, Table 1-14) For 2" Std Pipe (Ref. 3, Table 1-14) (ReferAttm. C) Wrrh_t = 2Wrrh + Wpipe.tot = 129.45 lbf Wcombined Want + Wdc6 + Wpipe.tot = 126.45 lbf As the antennas are enclosed inside a steeple, it is assumed that the antennas are shielded from wind. Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. Calculation Sheet Nro ect: New Lingular Wireless PCS, LLC Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 1 Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("AT&T') Checker: Amit Kumar Singh Sheet No.: 10 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram Existing Lag Bolts of 3/8" dia (TYP.2) Existing L9"x4"X1/2" Angle Proposed RRH's 1' <----Wooden Strut (4"X2") Proposed 2" Dia. STD Steel Pipe 1' U -Bolt (TYP.2) A 307 Gr. Bolt (TYP.2) Figure 1: Sectional View of Proposed Equipment Arrangement 6.2 Analysis Each sector contains (2) pipe mounts. The existing pipe mount accommodates the antenna and DC6. The proposed pipe mount accommodates (2) RRH's. As there is no wind load, dead load is governing. As, the combined weight of RRH's is greater than the sum of weights of antenna and DC6 ( Wnrh_t > Wcombined ), the analysis of proposed pipe mount is done. Check Flexure The antenna pipe is safe as per Staad analysis with maximum interaction ratio of 0.003 for Members 1 and 3 for Load case 3 . Refer to Attachment E for detailed information. Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. 0 E Calculation Sheet �rolect: New Lingular Wireless PCS, LLC Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 "AT&T") Checker: Amit Kumar Singh Sheet No.: 11 of 13 Sheet Rev.: 002 )riginator: Kaladhar Dheram Check A nc horages A) Check for U -bolts Support Reactions from Py:= 65.991bf (ReferAttm.E, Sheet #11, LC3 ) Staad for node 1 Assuming 1/2" dia. U -bolt 2 Area of bolt Abolt := 4 (2 in) = 0.2•in2 Nominal Shear Stress in bolt Fns, := 48ksi (Ref. 3,Table 7-1) Safety factor for shear Q, := 2 Allowable shear strength of bolt Vall :_v Abolt = 4.71 -kip t Shear at support (along y -direction) VY := Py = 65.991bf Number of U -bolts nbolt 2 V Shear force in single arm of U -bolt Vao� := 4y = 16.5lbf < Vali Interaction Ratio, IRI :_ ( Vail) = 0.0035 less than 1.0, Hence OK Val Bechtel Confidential © Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. • • Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Project: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("ATU") Checker: Amit Kumar Singh Sheet No.: 12 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram B) Check for lag screws Anchor bolts are connecting the existing angle section (9" X 4" X 1/2") to the wooden stud ( Assumed Douglas Fir -Larch of 4" X 2"). Note 1: The existing angle section supports (1) proposed pipe mount ((2) RRH's mounted) and (1) existing pipe mount ((1) DC6 and (1) Proposed Quintel QS6658-2 Antenna mounted). As the pipe mounts are inside a steeple, they are assumed to be shielded from wind. Hence, dead load is governing. As the dead load of the proposed mount is comparable to the dead load of the existing mount ( Wrrh_t — Wcombined = 31bf ), it is conservatively considered that the existing angle section supports (2) proposed pipe mounts. As the staad analysis is performed for single proposed pipe mount, the support reaction is multiplied by a factor of 2, to account for the presence of (2) pipe mounts. Considering lag bolts of 3/8" dia and the minimum embedment of 3" (Eight times the bolt diameter) Check Lateral Loading (Per Ref. 4, Section 11.3) Assumed Reference Lateral Design Value (For Side member thickness (ts) of 1/4 in and Specific Gravity (G) of 0.50) Lateral Load Parallel to Grain ZII :_ 2801bf (Ref. 4, Table 11K) Lateral Load Perpendicular ZL := 1801bf (Ref. 4, Table 11K) to Grain Load Action Factor CD := 1.0 (Ref. 4, Table 2.3.2) Wet service factor CM := 1.0 (Ref. 4, Table 10.3.3) Temperature factor C,:= 1.0 (Ref. 4, Table 10.3.4) Group Action factor Gross Cross-sectional area of 2 Asad := 4in tin = 8 -in (ReferAttm. C) Wooden stud Gross Cross-sectional area of Angle Number of fasteners in a row Aangte 9in•0.5in = 4.5•in2 nrow 1 Bechtel Confidential ©Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. 0 • 0V Calculation Sheet Subject: NYNYNY0801, NY RT (Antennas) Job Number: 25736 Project: New Cingular Wireless PCS, LLC Date: 4/1/2013 Calc. No.: 25736-415-A3C-EF-00100 ("ATU") Checker: Amit Kumar Singh Sheet No.: 13 of 13 Sheet Rev.: 002 Originator: Kaladhar Dheram Ratio of Gross Cross-sectional areas of wooden stud and angle Hence, Group Action factor End Grain factor Geometry factor Diaphragm factor Toe Nail factor Number of threaded rods per support Nominal Lateral Load Allowable Lateral Load Lateral Load on (1) Threaded Rod Check Lateral Loading Lateral Interaction Ratio Astud ratio := = 1.78 Aangle Cg := 0.98 (Ref. 4, Table 10.3.6C) Ceg := 1.0 Ref. 4, Section 11.5.2) As there is no withdrawal (tension) force on the screws, neither is the axis of the screws parallel to wood fibers Co := 1.0 (Ref. 4, Section 11.5.1) Cdi := 1.0 (Ref. 4, Section 11.5.3) Ctn:= 1.0 (Ref. 4, Section 11.5.4) nlag z 2 = 3 (Refer Attm. D) Zlag.n min(ZII, ZI,) = 1801bf Z'lag Zlag.n'CD'CM'Ct'Cg'CA'Ceg'Cdi'Ctn (Ref. 4 Table 10.3.1) Z'Iag = 176.41bf 2Py Rlat :_ = 43.991bf ( Refer Note 1 on Page #12) nlag.z I Checklag.lat if (Z'lag > R1at, "OK" , "NO GOOD") = "OK" Rlat IRlag.lat = 0.25 Z lag Hence, OK 7.0 Recommendations Install new pipe mount (2" STD pipe, minimum length 7.5ft) for mounting RRH's. A new angle (L 9" X 4" X 1/2") shall be connected at top and bottom each to the existing angle (L 9" X 4" X 1/2") using 2 nos of A307 1/2" dia bolts. The new pipe mount shall be connected to the new angle using 1 no of A307 1/2" dia U -bolt each at top and bottom. 8.0 Conclusion The proposed, existing mounts and wooden steeple structure are adequate to support the proposed antenna and ancillary equipment configuration as shown in Table 1. Bechtel Confidential ©Bechtel Associates Professional Corporation 2013. Contains confidential and/or proprietary information to Bechtel and its affiliated companies which shall not be used, disclosed or reproduced in any format by any non -Bechtel party without Bechtel's prior written permission. All rights reserved. • Qta No: 25736-415-A3C-EF-00100 tachment A Rev. 002 Sheet 1 of 7 Release Notes USID: 35798 FA Location: 10097475 Site ID: NYNYNY0801(UMTS ID:NYNYU4801)/NYL04801 Site Name: FISHERS ISLAND Vol 04/05/12 •" Initial Version ••` LTE RF design.RRHs should be mounted closer to the Equipment.The radio count for GSM is based on the latest BCCH file.Keep the existing azimuths of 70-240-310 since the site is in V02 a church Steeple. NOTE:The existing 4' antenna has been swapped with a 6' antenna.ln order to keep the top of the new antenna at the same height of the previous antenna the Rad 10/11/12 Center has been lowered by a foot. Revise the RFDS to propose the RRHs in the space available ,closer to the Antennas, as per Engineering.The proposed diplexers and TMA are no longer required.NOTE:Mount the V03 1 01/31/13 jRRHS closer to the antenna. mc-wewmnovos®seciou�eu aao r.rwa-ecsasa �Seea�FeF-WWHkMD4E06ECY0k�CfFt MfbkMPFroN-p3f • *alc. No.: 25736-415-A3C-EF-00100 ttachment A Rev. 002 Sheet 5 of 7 LTE R.A.bn: V03 P -m Cnnfl.untl.n • S.pl.r A U.b: 11312013 ANTElRN 1 GSMISOIGSM19pM1YTSp50.MT5180dLTElOp EaMlnp � EpulgnMt NYNYNYOp01(UMTS 0 NYNYUCS01,1MYLO l • alc. No.: 25736-415-A3C-EF-00100 ttachment A Rev. 002 Sheet 6 of 7 LTE Revision:V03 Proposed Configuration - Sector B Date: 11311!013 •NTENIA 1 gSNa50/GSM 180ON81T388MIMTSI B W M1TE100 FaOutlnp E.u4�-rn WNYNY l(UMTSIO:NVNVU0801YNVL00801 • ale. No.: 25736-415-A3C-EF-00100 ttachment A Rev. 002 Sheet 7 of 7 LTE Revision:V03 Propos.d Dontlgw.tlon - Sector G Date: 101/2013 URE 1 .8M.5MD8MIWWW8l5wwTs1.00M1TET00 EyWpmmt Pm E NVNVNV0.01lUMTS ID: NVNVU4.OtyNVLDOSOt Qta'c- No.: 25736-415-A3C-EF-00100 tachment B Rev. 002 Sheet 1 of 5 Quintel, MultiSery Quadband 8 Port Antenna New Dimensions in Wireless 2x700MHz,2x85OMHz,2x1900MHz,2x1710/217OMHz The Quintel MultiSery Quadband 8 Port Antenna with patented QTiltM technology uniquely Quick Facts: delivers four independent services in a single slim -line antenna. This enables existing antenna- Product #: QS6658-2 constrained network sites to be upgraded to add new services such as LTE in both 700 & AWS Polarisation: xx bands with the replacement of one antenna. Services: 4 Height: 72.5" The Quintel MulitSery Quadband 8 Port Antenna is an ideal solution for independently optimizing Beam width: 651 multiple services when rapidly introducing new services. Technology agnostic, each band provides oo flexibility for existing and future technologies such as GSM, CDMA, UMTS, LTE and advanced MIMO implementations. The tilt of each band is controlled independently via internal RET actuators compliant to AISG1.1, AISG2.0 and 3GPP protocols. Providing a total of 4 independent tilts 1 x(698-787 MHz)+ 1x(824-894MHz) + 1x(1850-1990MHz) + 1x(1710/1755,2110/2170MHz). Features Operates over the 700, 850, 1900 & AWS bands, all in one antenna. Dual RET inputs configurable for AISG 1.1/2.0 and 3GPP software via upload. Has variable electrical tilt per frequency band. Provides 8 antenna Ports in a slim -line (12" wide) form factor. Enables independent technology performance optimisation per band. Allows a simple antenna swap out and upgrade to high order MIMO. AISG & 3GPP compliant internal remote electrical tilt (RET). Operating Frequency 698MHz to 787MHz 824MHz to 894MHz Azimuth 3dB beamwidth' 65.50 640 Elevation beamwidth' 120 10.50 Gain' 13.OdBi 14.OdBi Polarization t450 ±450 Electrical down -tilt range 20-100 20-100 Upper sidelobes (Within 200 above mainbeam)' -18dB -18dB Front to Back Ratio (Co Polar within 20 °cone) 222dB 225dB Interband isolation' 225dB 2250 Intra band isolation ;Md13 a30dB Return loss (VSWR) 14dB (1.5:1) 14dB (1.5:1) Squint' >t3deg >t3deg Tracking' >t3dB >t2dB Cross Pole discrimination (at 00) >15dB >15dB Power handling (per port) 500 watts 500 watts Passive intermodulation 150dBc (2x 43dBm) 150dBc (2x 43dBm) Operating Frequency 1850MHz to 1990MHz 1710-1755/2110-217OMHz Azimuth 3dB beamwidth' 560 59-70 ° Elevation beamwidth' 5.750 6.30 Gain' 16.5dBi 16-16.4dBi Polarization ±450 ±450 Electrical down -tilt range 20 70 20-70 Upper sidelobes (Within 200 above mainbeam)' -18dB -18dB Front to Back Ratio (Co Polar within 20 °cone) 225dB >_25d6 Inter band isolation' 228dB 228dB Intra band isolation 228dB 228dB Return loss (VSWR) 14dB (1.5:1) 14dB (1.5:1) Power handling (per port) 300 watts 300 watts Squint' >t3deg >t3deg Tracking' >t3dB >t2dB Cross Pole discrimination (at 0 ) >18dB >14dB Passive intermodulation 150dBc (2x 43dBm) 150dBc (2x 43dBm) 'Typical Performance across frequency and downtilt Quintel Product Datasheet QS6658-2 (Quadband LTE700-AWS 72' 65deg) June 2012 (Rev 2 5) �alc. No.: 25736-415-A3C-EF-00100 ttachment B Rev. 002 Sheet 2 of 5 Quinte- I` MultiSery Quadband 8 Port Antenna New Dimensions in Wireless ' 2x700MHz,2x850MHz,2xl900MHz,2xl710/2170MHz AISG Standards V1.1,V 2.0 and 3GPP AISG Data rate 9.6 kbs No of RETs 4 internal Connector type IEC 60130-9 (Ed 3.0) MTBF 36,000 Operational moves Type approvals FCC Part 15, EN 60950-1 (v2001), EN61000-4-5 (Liahtnino Drotection Width Depth Height Weight excl mounting brackets No. of connectors Connector type Max Operational wind speed Wind load @ Operational wind Frontal Side 12 inches 9 inches 72.5 inches 79lbs (36 kg) 8 (2 per operating band) 7/16 DIN female Long neck 150mph (67m/s) 955N (214lbs) 587N (132lbs) -40°C to +65°C All specifications are subject to change without notice. Please contact your Quintel representative for complete details About Quintel Quintel is a leading innovator in the design, development, and delivery of network -efficient antenna solutions for wireless operators worldwide. The company's products enable global wireless operators to independently deploy and optimize multiple air interfaces or services on a single standard antenna platform. Quintel is the only antenna maker whose products can increase a wireless network's capacity and provide additional services, without increasing the number or size of antennas. Our core technologies originated in the United Kingdom's Ministry of Defence, and is now deployed throughout the world. Quintel is headquartered in Rochester, New York with engineering and sales offices in Mountain View, California, and Bicester, UK with additional offices throughout North America, Europe and Asia. More information about Quintel is available at www.quintelsolutions.com. Americas T: +1 (650) 353-4240 F: +1 (650) 472-9186 info@quintelsolutions.com Technical Support (Americas) T: +1 (602) 692-8600 support@quintelsolutions.com www.auintelsolutions.com EMEA T: +44 (0) 1869 362 960 F: +44 (0) 1869 248 205 info@quintelsolutions.com Technical Support (EMEA) T: +44 (0) 1869 362 960 support@quintelsolutions.com For general company information, please email: info@quintelsolutions.com India Regional Office T: +91 22 40907040 F: +91 22 40907070 info@quintelsolutions.com Technical Support (India) T: +91 (0) 22 4090 7040 support@quintelsolutions.com AIS Member THIS DOCUMENT PROVIDES A GENERAL DESCRIPTION OF THE PRODUCT AND SHALL NOT FORM PART OF ANY CONTRACT. © 2012 Quintel Technology Limited. All rights reserved. Quintel and the Quintel logo are registered trademarks Quintel Technology Limited. The AISG logo is a trademark of AISG Limited. All other trademarks are the property of their respective owners. Quintel Product Datasheet QS6658-2 (Quadband LTE700-AWS 72' 65deg) June 2012 (Rev 2 5) C� J SIZE AND WEIGHT TABLE No.: 25736-415-A3C-E F-00100 chment B Rev. 002 3 of 5 RRH WIDTH DEPTH HEIGHT W/O CABLE MANAGEMENT COVER WEIGHT W/O BRACKET RRH 700 MHz REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS RIGHT 2X40 (80W) 12.2" 10.8" 21 " 51 LBS. RRH AWS 2X40 (80W) 12" 9" 25" 43 LBS. (W/O SOLAR SHIELD) NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. MINIMUM CLEARANCE TABLE RRH CABINET CLEARANCES INCHES COMMENTS FRONT 36" INSTALLATION ACCESS REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS RIGHT 4" AIR FLOW LEFT 4" AIR FLOW TOP 12" AIR FLOW BOTTOM 12" CONDUIT ROUTING ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) DETAIL 1104 NTS — AT&T MOBILITY ®ALCATEL-LUCENT 9442 .� REMOTE RADIO HEAD (RRH) DETAIL No. I REV. I 1 104 1 0 WNo.: 25736-415-A3C-EF-00100 • Lhment B Rev. 002 Sheet 4 of 5 DC6-48-60-18-8F DC Surge Suppression Solution The DC6-48-60-18 is a dual chambered, DC surge suppression system for use in multi -circuit, Distributed Antenna Systems. The system will protect up to 6 Remote Radio Heads from voltage surges and lightning, and connect up to 18 fiber pairs. The system is enclosed in a NEMA 4 rated, waterproof enclosure. FEATURES • Protects up to 6 Remote Radio Heads, each with its own protection circuit. • Flexible design allows for installation at the top of a tower for Remote Radio Head protection. • Includes fiber connections for up to 18 pairs of fiber. • LED indicators on individual circuits provide visual indication of suppressor status. • Form 'C' relays allow for remote monitoring of the suppressor status. • Patented Strikesorb technology provides over 60 kA of surge current capacity per circuit. • Strikesorb suppression modules are fully recognized to UL 1449 -3rd Edition Safety Standard, meeting all intermediate and high current fault requirements to facilitate use in OEM applications. • Raycap recommends that DC protection system be installed within 2 meters or 6 feet of the radio. • Dome design is lightweight and aerodynamic providing maximum flexibility for installation on top of towers. ?hone 208.777.1166 Toll Fre9) 800.890.2569 Fax 208.777.4466 www.raycapsurgeprotection.com WC. No.: 25736-415-A3C-EF-00100 hment B Rev. 002 Sheet 5 of 5 DC6-48-60-18-8F DC Power Surge Protection Compression lug, #2414 AWG Copper, #2412 Aluminum IP 68, 7m 72hrs -70° C to + 80° C CEI IEC 61073-2 including acids and bases 20 lbs without Mounting Bracket STANDARDS Strikesorb modules are compliant to the following Surge Protection Device (SPD) Standards: - ANSI/UL 1449 - 3rd Edition - IEEE C62.41 - NEMA LS -1, IEC 61643-1:2005 2nd Edition:2005 - IEC 61643-12 - EN 61643-11:2002 (including A11:2007) GSkk Certifi GS-07F-0435V Ravicap ISQ 9t1D1:20()D G02-00-068 REV 050610 Raycap i ;c. 806 W. Clearwater Loop - Post Falls - Idaho - 83854 - USA ^cxic; 208.777.1166 - 7:,h 1 -tee 800.890.2569 •Fax 208.777.4466 - www.raycapsurgeprotection.com Calc. No.: 25736-415-A3C-EF-00100 Attachment C Rev. 002 Sheet 1 of 2 NEW COAXIAL ANTENNA NEW CLWIAL ANTENNANEVI SECTDN 'A• //- CAfLLS ROLINE OF IRED UPCABLSEUNG?ND OTH ON eANTENNA ! � LOMcNeB THROUGH CELM ON [NSTNG FIRST FLOOR E%ISiRD HORN, TYP UN6TRM TO EOSTNO EXISTING LOUVERS TO BE FNat FLOOR STORAGE ,-.� _. .... AREASTORAD ROOM C WFPLACAR NT AT U . ROOM ABS N AT&T ANO LONER STEEPLE IAO NEW CO.- TRANSPARENT 101A1ER ECWPIENi AREA ABOYE SNICTUXARy ANTENNA CABLES .:N ROOM PANELS. IL OF S O 'ViEA LOWER STEEPLE SEE DETAIL 2. THIS BELOW ON URG`WM SNS TO NEW AT&T NEW LAM IRII I EXISTS G OTNVFS ANTENNAS IDUNTED q 1WYe0l C ANTENIM�J tJ D --EXGTING M. OF C3) ��-EXISTING TO INSIDE FACE aF THRIFT WCRSMP UPPER STEEPLE CONTRACTOR TO RELOCATE EXIT" L _ STORE -� p'!�T`-1 Iy�q -1 r MORN i0 ACCOMMODATE POSRNOIa1G Red Lines EXGTNG ACC65 �✓, I NEW SECTOR Y I ErNEW PARABOLIC ANIrNNA HATCH TO STEEPLE I ®ANTENNAS CONTRACTOR TO PROVIDE CONTmKG 2.6 WD. Date: �ABOVE Le:! I BRDGNG BETWEEN FLOOR JOISTS Wmw ILATCHED GASHO) LINE NBIne:.EU EIOSTNC WOOD TES POOH ROOFING MEMEMBRANE AS REO'0 AMA AM SOLID BLOCKING At DEAN" POINfS. SBA Network services FRAMM MOUNTED FROM CERINC ABOVE UE NCIGNES ®MELT Tfi' IN ANTENNAS INS SPO FLOOR EX. AOCESS EMIT a STARG EXGiWG $TANK CO�Nf OR ro SSTTE[ LE g� FROM BASEMEN .... _. FROM 9lSFMEMi .-._.._..._ . .. E10RIN5 AS REtN1IRED.OF EXISTING- ROOF BELOW NASEMENT PLAN FIRST FLOOR PLAN UPPER STEEPLE PLAN C /� ANTENNA CABLE ROUTING PLANS __.. _.._ _W r 1 U - t T J"6�'� •.T.$... a 11• x ir. PETER TO ADJACENT GRAPHIC SCRIE W,-� �NEW a a4'XT/1' CALVAN/V 57EEL p TO DE1JY1_R ANEEMA 1NROIDN LOUKR ANCAL TO. SECURED wAY FALX FGO f X•' ii 1/4-1.Y'T T/7• r-0' _ r -TT T/s• �EMY. AT TYE OF tAlA4R RETNACEIIEMC R ; A•• _ S.' ANGLE WITH //4• dXNAAlM15 WELD. TROGRAWIT FANEUIL TOP. SEE NOTE 11`EN nTYPICALSECTIONiffismOOCURS ANTENNA MOUNTING OUNTING DETAILS TTP. B E A t/t-R U-SOLT. 7V S1rEi U -BOLT. TR.- ATION ARO PAtEL ANTENNA. - A IA F wNORNII NOF FOR NORM. TYP. OF FAWROPEOlM TION TROHNININDW EXISTING 8000 FRAMIO. TMP. V.U. 0 NEW 2-3 e SEE OEML 2 TMS SHEET. GLLA7TML STEEL PIPE 1YP. NEW M PANELS.wpT LOVIEJI SEE- T a (31 SEE NOTE lila TROGRAWIT FANEUIL TOP. SEE NOTE 11`EN nTYPICALSECTIONiffismOOCURS ANTENNA MOUNTING OUNTING DETAILS - COUNT mmairm B E A w1asuz PDR BAND nTYPICAI. SECTION t0 EINE NEw 'Se' '�OONAMOOUNTING PARABOLIC ANTFJd ATION ARO a, . ANTEFRAsM MOUYaNTNGwm "" DETAB. A NIZ 'mayr. Tv O F wNORNII NOF FOR FAWROPEOlM TION TROHNININDW h'I SEE OEML 2 TMS SHEET. sNaWR fAARWN. OF TAF MNELS. SIT T"s"EMNLANDAT&TWILLIAM WIRELESS SERVICES F.COLLINLANA AACR I T E C T L L L F BOS OOR 2MA QD U:::�AT&T ARCMTECTLNAL DETAILS ORIENTAL AVENUE FIN[RS GLAND. 1M 1857 '� - � R .0 .A..... eF. N LA�. F i 2lA�sLLK13008201 A-3 1 6 5 4 3 2 • Calc. No.: 25736-415-A3C-EF-00100 Attachment C Rev. 002 Sheet 2 of 2 • -- GENERAL NOTES e 1. FOR THE PURPOSE OF CONSIRUCNON DRARM, THE FOLLOWING DEFINITIONS SHALL EDSTING GPS UNIT APPLY: TG REYAN CONTRACTOR - BECHTEL SUBCONTRACTOR - OOERAL CONTRACTOR (CONSIRUCI1a awNW - NEW NRDULAR 1Prmts PCS LLC ATM ! PROPOSED GPS UNITY & NEW 1/2• BMC ODA - CRIMINAL. EQUIPMENT MAMMACT RER MOUTHED 70 a (PRONDE 10' 2. PRKN TO THE SUBY55pN OF BIDS. Tiff BIOONc SUBCONTRACTOR SIALL NSR THE CELL =CARE SpARA� FTDy ANTENA� 511E TD FAYlLVOII RRN THE EXISTING cOMO11ONs NO TO CONFIRM THAT THE MACRON CAR (SEE UE'FK 1721/100) BE ACCOMPLISHEDAS sRDWIN ON 71E CONSTRUCTION 1RANMDS. ANY pSCREPAMCY fOU1N0 SHALL ff BROUGNT TO THE ATTENTION OF CONTRACTOR. 7. ALL MATERIALS FURMMHEO AND, INSTATED SKILL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE 0006. REGAATIONS. ARID ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRAIE NOTICES AND COMPLY RIM AL MWS, ORDINANCES. RIMES. RECULAIOS, AND LAWFUL ORDERS OF ANY MAX AUTHORITY REGARDING THE PERFORMANCE OF THE WOK. 4. ALL WORK CARRIED ORIF SAIL COMPLY WITH ALL MPUCABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL. JIF6gCTON/L CODES. OMNARC6 AID AI+P1OiAE REGULATIONS. S. UNLESS NOTED OTHERWISE. THE WON MUA INCLUDE FURNS94G WTERIAIS. EGUPMENr, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAW*=. 0. THE SUBCONTRACTOR SHALL MSALL AL EOMPEENT AND MATERIALS N ACCORDANCE WITH EASTNG CRUNCH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY STATED MIShV SE BOLDING—\ 7. F THE SPECIFIED EOUIPIEMT CANNOT BE INSTALLED AS SHOW ON THESE DRAWINGS. THE SUBCONTRACTOR SKILL PROPOSE AN ALTFTNITNE INSTALLATION FOR APPROVAL BY THE EXISTING AikT COTRICDR. EONPYENF ROOM N MSELIF.Nf B. SUBCONTRACTOR SCALL DETERMINE ACTUAL ROUTING OF COMM" POWER AND T1 CARIES, GROUNDING CABLES AS SHOW ON TALC POWER. MOOTING AND TELCO RAA [NOTHINGNEW EXISTING STEEPLE A AS TRA. `WWK�IRACF MNRM THE ALIWL ROUTING WITH THEKCONTPACIOR NB�SSWY.G ABOVE j ROUTING OF TRENCHING SIAL BE APPROVED BY CONTRACTOR. I. THE SUBCONTRACTOR SMALL PROTECT EXISTING IMPROVEMENTS PAVEMENTS. CUTIS. LANDSCAPING AND STRUCTURE. ANY DAMMED PART SOUL BE REPINED AT 1 SUBCONTRACTOR'S EXPENSE TO THE SARSFACIIOI OF OWNER. KDTC 10. SUBCONTRACTOR SOUL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH UE ANTENNA AWDIS SHOWN ARE PREUOIMRYAS COAXIAL CABLES AND OTHER ITEMS RIDIO.ED FROM THE EXSTNG FACT . ANTENNAS AD MAY HET REFLECT 17AL Ai OESIOAL REFER EXISING Sr REYOYFDSMALL.SBE RETURN TO THE OWNER'S DESIGNATED LOCATION. TO LATEST IF DATA SENT FOR FINAL LTE ANTFNA SPECIFICATIONS. AZIMUTHS. 71.73. EIC. 11. SIBCWIRICIOR SKILL LEAVE PRISES IN CLEAN CONDITION. 1 FULL SCALE 1/e'-1'-0' 12. ALL CONCRETE WANT WORK SOUL BE DONE IN ACCORDANCE WITH AMERIYA CONCRETE no=, A OIIENTATXN/AZIMUTHS SHALL BE FIELD SUNNED. ROOF PLAN 1 rt W® INSRT^E (RAJ ao1. 2. EOIPMETD/ANTENNAS BY OTHERS RDT SHOWN FOR CWtlIY. A01 NAE SCALE 1/16•-1 - 15. ABLY NEW CONCRETE NEEDED FOR TIRE CONSTRUCTION SW11 COVE 1000 PSI SIRENGRR AT CONCRETING WORK SOUL BE DONE IN 7. ALL NEW ANTENNAS k FWS TO BE PANTED TO MATCH EXISTING NAEMNAS. SCALE: 1/B--1'-0- 2e DAYS UNLESS OIHERMSE SPECIFIED. AL ACCORDANCE MATIN ACI 710 CGDE REO IREMENTS. 14. AL STRUCTURAL STEEL WORN SOUL BE DONE N ACCORDANCE WITH ASC 4PECIMAT01S. �- LINE ROOF SEROMA LINE OF OF TING BEL 11 k EXISBNO LAND LINK PARABOLIC ANTENNA 15. CONSIAICTOI SHALL COMPLY WITH SPECIFICATION 25756-000-7PS-ADOZ-00001. ABP (1) A7&T ANIMA POR 1E11 GENERA. CONSTRUCTION SFRHCES. CANNEL AT&T AFBEBA (SECNLR A) (SEE DEUR 2W7/ACM 16. SUBCONTRACTOR STILL VERIFY AL DOSING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WOR. AL DIMENSIONS OF EXISTING COHSTIWTICN SHOWN ON THE PROPOSED RRNY DAWN= MUST BE VERIFIED. SUBCONTRACTOR SHALL W`1FY THE CONTRACTOR OF ANY SWAP (1) AT&T ANTENNA FOR NEW �� yOWDED OI/ W$IRR WITH DISCREPANCIES PRIOR TO OROE10N0 MATERIAL OR PROCEEDING WITH CONSTRUCTION. OUTEL AT&T ANTENNA, (gCIOR C) PROPOSED PPS MAST (SECTOR A) 17. THE EXISTING CELL SITE IS IN FURL COMMERCIAL OPERATION. AMR' CONSTRUCTION WORK (SFE DETNG 2&7/AD3) (SNF DUAL 1/ROI) BY SMALL NOT DISRUPT THE EXIMITING NORMAL OPERATION. W BE ON EXISTING EQUIPMEMM MAST CGORWTED CONTRACTOR. ASO, WOR( MAY SCHEDULED FOR AN APPROPRIATE MAINTENANCE WIDOW USUALLY IN LOW TRAFFIC PERIODS INSTALL (2) PROPOSED MIFFS IIOIWIIED ASIA L (2) PROPOSED W&M MOUNTED PIPE MAP AFTER MIDNIGHT. O1 TOR C) CORN PROPOSED TE HEST (SECTOR C) (SEE OEDL 1/AD4) I�I �� LL (S UTTIR 8) r EE DETL INA (�� h (� 10. SINCE THE CELL SITE MAY BE ACINE ALL SAFETY PRECARIOUS MUST BE TA EH WHEN WORKING AROUND NIGH LEVELS OF ELECTROMAGNETIC RAONTON. EQUIPMENT SDULD BE _ _JJ SHUTDOWN PRIOR TO PERFORMING ANY WORNGRTR rREQUIRED THETO aa�A N (IEL'IOI B) SU PE E MONITORS ARE TSD CANCER. ANY (SEE DETAL Al2&5/ —MTALL (1) RATAP DC0 DOE ON PIPE ((SsFEEE MEAL 110R/M6 FOR MIOUTOIG FULL SCALE 5/8--1•-O• PUMA �z1 Q (!E DE7AL ntNADe r o : R P P DETAIL RDD UPPER STEEPLE ANTENNA ® SCALE N.T.S. SCA.E:S/6• - 1•-0- A01 HALF SCALE 5/1e•.1•-0• ®`T BECHTEL ASSOCIATES PROFESSIONAL CORPORATOR SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ® at&t TRN>QF PLAN. ANTENNA PLAN k CEIEItALww.ri A RNR OF BECHTEL CORPORATION ` 5275 WESIMET DRIVE ORIENTAL AYES IS AND MY 05K AVENUE FISHERS GLAND. Try 0!]90 1 UE -RRA HIA N10 A WR[ WNOW >• DIN a.� r FREOQlION. YD 21705-0]06 RISA R, r 25770-415 TS-NTNYNY0601-ADI A • • 4aic. No.: 25736-415-A3C-EF-00100 ttachment D Rev. 002 Sheet 1 of 3 1. Sector Alpha 2. Sector Beta �aic. No.: 25736-415-A3C-EF-00100 Attachment D Rev. 002 Sheet 2 of 3 3. Sector Gamma 4. Picture showing top connection • alc. No.: 25736-415-A3C-EF-00100 attachment D Rev. 002 Sheet 3 of 3 5. Picture Showing Bottom Connection Calc. No.: 25736-415-A3C-EF-00100 Attachment E Rev. 002 Sheet 1 of 12 ppi-"°"! Job NoSheet No Rev Software licensed to Bechtel Corporation Part Job Title Ret By Date12-Mar-13 Chd Client File NYNYNY0801.std Dater— 22 -Mar -201310:39 4�v 2i L I. oao 4 Node Numbers Print Time/Date: 22/03/2013 10:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Print Run 1 of 5 • • Calc. No.: 25736-415-A3C-EF-00100 Attachment E Rev. 002 Sheet 2 of 12 ^w Job No Sheet No Rev n4w-2 Part Software licensed to Bechtel Corporation Jab Title Ref By Date12-Mar-13 Chd Client File NYNYNY0801.Std Datemme 22 -Mar -2013 10:39 ;v '3 i 2 1 1 i�a�¢c4 1 Beam Numbers Print Time/Date: 22/03/2013 10:45 STAAD. Pro V8i (SELECTseries 1) 20.07.06.35 rant nun [ of c • • Calc. No.: 25736-415-A3C-EF-00100 Attachment E Rev. 002 Sheet 3 of 12 Print Time/Date: 22/03/201310:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Job No Sheat No Rev 3 Part Software licensed to Bechtel Corporation Job Title Ref By Date12-Mar-13 Chd Client Pile NYNYNY0801.std Date/Time 22 -Mar -2013 10:39 3.3 ft 1 2.1 ft i 2.1 ft Dimensions Print Time/Date: 22/03/201310:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Calc. No.: 25736-415-A3C-EF-00100 Attachment E Rev. 002 Sheet 4 of 12 Print Time/Date: 22/03/2013 10:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Print Run 4 of 5 • • Job No Sheet No Rev 4 Software licensed to Bechtel Corporation Part Job Title Ref By Date12-Mar-13 Chd Client File NYNYNY0801.Std Datem— 22 -Mar -2013 10:39 isELF Y, n Dead Load Print Time/Date: 22/03/2013 10:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Print Run 4 of 5 • • Calc. No.: 25736-415-A3C-EF-00100 Attachment E Rev. 002 Sheet 5 of 12 ' Job No Sheet No Rev 5 -=� Software licensed to Bechtel Corporation Part Job Title Ref By Date12-Mar-13 Chd Client File NYNYNY0801.std DateRme 22 -Mar -2013 10:39 .51.000 lb .51.000 ib Lo:::ns1 2 !c Live Load Print Time/Date: 22/03/2013 10:45 STAAD.Pro V8i (SELECTseries 1) 20.07.06.35 Print Run 5 of 5 I* E WNo.: 25736-415-A3C-E F-00100 chment E Rev. 002 Sheet 6 of 12 Friday, March 22, 2013, 01:51 PM PAGE NO. 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++ * STAAD.Pro V8i SELECTseriesl * Version 20.07.06.35 * Proprietary Program of * Bentley Systems, Inc. * Date= MAR 22, 2013 * Time= 12:12:46 + + * USER ID: Bechtel Corporation ++++++++++++++++++++++++++++++++++++++++++++++++++++ 1. STAAD SPACE INPUT FILE: NYNYNY0801.STD 2. START JOB INFORMATION 3. ENGINEER DATE 12 -MAR -13 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT FEET POUND 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 2.1 0; 3 0 5.2 0; 4 0 7.5 0 9. MEMBER INCIDENCES 10. 1 1 2; 2 2 3; 3 3 4 11. DEFINE MATERIAL START 12. ISOTROPIC STEEL 13. E 4.176E+009 14. POISSON 0.3 15. DENSITY 489.024 16. ALPHA 6E-006 17. DAMP 0.03 18. END DEFINE MATERIAL 19. MEMBER PROPERTY AMERICAN 20. 1 TO 3 TABLE ST PIPS20 21. CONSTANTS 22. MATERIAL STEEL ALL 23. SUPPORTS 24. 1 4 FIXED BUT MX MZ 25. LOAD 1 LOADTYPE DEAD TITLE DL 26. SELFWEIGHT Y -1 LIST 1 TO 3 27. LOAD 2 LOADTYPE LIVE REDUCIBLE TITLE LL 28. JOINT LOAD 29. *WEIGHT OF RRH 30. 2 3 FY -51 31. LOAD COMB 3 GENERATED AISC GENERAL 2 32. 1 1.0 2 1.0 33. LOAD COMB 4 GENERATED AISC GENERAL 3 34. 1 1.0 2 0.75 35. PERFORM ANALYSIS PRINT STATICS CHECK C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 1 of 8 aNo.: 25736-415-A3C-EF-00100 lChment E Rev. 002 Sheet 7 of 12 Friday, March 22, 2013, 01:51 PM STAAD SPACE -- PAGE N0. 2 P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 4/ 3/ 2 SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER ORIGINAL/FINAL BAND -WIDTH= 1/ 1/ 12 DOF TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 16 SIZE OF STIFFNESS MATRIX = 1 DOUBLE KILO -WORDS REQRD/AVAIL. DISK SPACE = 12.0/ 100550.4 MB C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 2 of 8 aNo.: 25736-415-A3C-E F-00100 chment E Rev. 002 Sheet 8 of 12 Friday, March 22, 2013, 01:51 PM STAAD SPACE -- PAGE NO. 3 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1 LOADTYPE DEAD TITLE DL CENTER OF FORCE BASED ON Y FORCES ONLY (FEET). (FORCES IN NON -GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.000000000E+00 Y = 0.375000009E+01 Z = 0.000000000E+00 ***TOTAL APPLIED LOAD ( POUN FEET ) SUMMARY (LOADING 1 ) SUMMATION FORCE -X = 0.00 SUMMATION FORCE -Y = -27.25 SUMMATION FORCE -Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN - MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 ***TOTAL REACTION LOAD( POUN FEET ) SUMMARY (LOADING 1 ) SUMMATION FORCE -X = 0.00 SUMMATION FORCE -Y = 27.25 SUMMATION FORCE -Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN - MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 MAXIMUM DISPLACEMENTS ( INCH /RADIANS) (LOADING 1) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -8.90339E-06 3 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= 0.00000E+00 0 STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2 LOADTYPE LIVE REDUCIBLE TITLE LL CENTER OF FORCE BASED ON Y FORCES ONLY (FEET). (FORCES IN NON -GLOBAL DIRECTIONS WILL INVALIDATE RESULTS) X = 0.000000000E+00 Y = 0.365000020E+01 Z = 0.000000000E+00 C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 3 of 8 No.: 25736-415-A3C-E F-00100 • Ischment E Rev. 002 Sheet 9 of 12 Friday, March 22, 2013, 01:51 PM STAAD SPACE -- PAGE NO. 4 ***TOTAL APPLIED LOAD ( POUN FEET ) SUMMARY (LOADING 2 ) SUMMATION FORCE -X = 0.00 SUMMATION FORCE -Y = -102.00 SUMMATION FORCE -Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN - MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 ***TOTAL REACTION LOAD( POUN FEET ) SUMMARY (LOADING 2 ) SUMMATION FORCE -X = 0.00 SUMMATION FORCE -Y = 102.00 SUMMATION FORCE -Z = 0.00 SUMMATION OF MOMENTS AROUND THE ORIGIN - MX= 0.0000000E+00 MY= 0.0000000E+00 MZ= 0.0000000E+00 MAXIMUM DISPLACEMENTS ( INCH /RADIANS) (LOADING 2) MAXIMUMS AT NODE X = 0.00000E+00 0 Y = -4.41529E-05 3 Z = 0.00000E+00 0 RX= 0.00000E+00 0 RY= 0.00000E+00 0 RZ= 0.00000E+00 0 ************ END OF DATA FROM INTERNAL STORAGE ************ 36. PARAMETER 1 37. CODE AISC 38. CHECK CODE ALL C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 4 of 8 UNo.: 25736-415-A3 C-E F-00100 • chment E Rev. 002 Sheet 10 of 12 Friday, March 22, 2013, 01:51 PM STAAD SPACE -- PAGE NO. 5 STAAD.Pro CODE CHECKING - (AISC 9TH EDITION) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) NENBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY mz LOCATION 1 ST PIPS20 PASS 65.99 C 2 ST PIPS20 PASS 7.36 C 3 ST PIPS20 PASS 63.27 T 39. PRINT SUPPORT REACTION ALL (AISC SECTIONS) AISC- H1-3 0.003 3 0.00 0.00 0.00 (AISC SECTIONS) AISC- H1-3 0.000 3 0.00 0.00 0.00 (AISC SECTIONS) AISC- H2-1 0.003 3 0.00 0.00 2.30 C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 5 of 8 STAAD SPACE a c. No.: 25736-415-A3C-EF-00100 • chment E Rev. 002 Sheet 11 of 12 Friday, March 22, 2013, 01:51 PM -- PAGE NO. 6 SUPPORT REACTIONS -UNIT POUN FEET STRUCTURE TYPE ----------------- = SPACE JOINT LOAD FORCE -X FORCE -Y FORCE -Z MON-X MON-Y MOM Z 1 1 0.00 13.63 0.00 0.00 0.00 0.00 2 0.00 52.36 0.00 0.00 0.00 0.00 3 0.00 65.99 0.00 0.00 0.00 0.00 9 0.00 52.90 0.00 0.00 0.00 0.00 9 1 0.00 13.63 0.00 0.00 0.00 0.00 2 0.00 99.69 0.00 0.00 0.00 0.00 3 0.00 63.27 0.00 0.00 0.00 0.00 9 0.00 50.86 0.00 0.00 0.00 0.00 ************** END OF LATEST ANALYSIS RESULT ************** 90. UNIT INCHES KIP 91. PARAMETER 2 92. CODE AISC 93. FYLD 35 ALL 99. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= MAR 22,2013 TIME= 12:12:96 **** C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 6 of 8 • WNo.: 25736-415-A3C-EF-00100 chment E Rev. 002 Sheet 12 of 12 Friday, March 22, 2013, 01:51 PM STAAD SPACE -- PAGE NO. 7 * For questions on STAAD.Pro, please contact * Bentley Systems Offices at the following locations * Telephone Web / Email * * USA: +1 (719)979-2500 * UK +99(1959)207-000 * SINGAPORE +65 6225-6158 * EUROPE +31 23 5560560 * INDIA +91(033)9006-2021 * JAPAN +81(03)5952-6500 http://www.ctc-q.co.jp * CHINA +86 10 5929 7000 * THAILAND +66(0)2695-1018/19 partha.p@reisoftwareth.com * * * Worldwide http://selectservices.bentley.com/en-US/ * * C:\Users\krdheram\Desktop\0801\NYNYNY0801.an1 Page 7 of 8 c. No.: 25736-415-A3C-EF-00100 chment F Rev. 002 Sheet I of 2 Y, 14 7, (5, C- I -F X1 17- L "ST Is) i. P�.apa FOS V .. .......... ...... A30 -f Dipt gv-T CA ELEV 4T lok IN FxisTimn I ANG)LC IS AT &TfcuFIFE 9pl\A c. No.: 25736-415-A3C-EF-00100 chment F Rev. 002 Sheet 2 of 2 4 v -l-" I fps 6OL-7r-S MP 4 K,q"jj_rt> otic 3> VFJ;L PI'M fq MC\J1 , v�TIN(n LA(n ,OUTS P►�,{�C,L2.. R ; , NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEw Yoxx AvENur: 111JNTINI:TON, NEw YonR 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF Cio7 mss. WILLIAM ,1. NTELSEN May 21, 2013 By Hand Mr. Michael Verity ;' r, �` Building Department Town of Southold Annex Building�y� MAy 2 2213 54375 Route 25 ' Southold, NY 11971 5oU,thc1 io�Vn RE: New Cingular Wireless PCS, LLC ("AT&T") 1.. -- Proposal to modify existing telecommunications facility at Premises: Our Lady of Grace Church Oriental Avenue, Fishers Island, NY SCTM#: 1000 — 9— 7 —11.1 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(ax2) as it proposes only to replace and collocate certain transmission equipment on the existing tower and modify equipment inside its existing equipment shelter. As such, the proposed modification will not "substantially change the physical dimensions" of the existing tower or base station. Moreover, the Telecommunications Act of 1996, codified at 47 United States Code § 332, as interpreted by the Federal Communications Commission ("FCC") in its Declaratory Ruling 09-99 and Order On Reconsideration 10-144, requires that applications such as AT&T's be processed within 90 days. We enclose the following in support of the proposed eligible facilities request: 1. Town of Southold Building Permit Application form detailing the eligible facilities request; 2. Owner's Authorization Affidavit; 3. Building Permit Application fee: Check of Bechtel Corporation (Check No. 1170) in the amount of $500.00; 4. Two (2) counterparts of RF Exposure Analysis prepared by Bernard Morgan of Bechtel Communications, Inc., and dated November 27, 2012, demonstrating the project's compliance New Cingular Wireless PCS, LLC (AT&T) Proposal to modify existing facility at Our Lady of Grace Church May 21, 2013 Page 2 of 2 with the FCC's Maximum Permissible Exposure regulations; 5. Two (2) counterparts of Structural Analysis Report, prepared by Bechtel Associates Professional Corporation, dated May 2, 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. Copy of Lease Agreement between Our Lady of Grace Roman Catholic Church and AT&T, then doing business as Cellular Telephone Company, dated October 1, 2002: 9. Application for Certificate of Occupancy; and 10. Bechtel Corporation Check number 1399 in the amount of $50.00, which amount represents the required Certificate of Occupancy fee. 11. Copy of property survey prepared by Barrett Bonacci & Van Weele, PC, dated December 22, 2008; 12. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Bechtel Associates Professional Corporation, revision 0, dated April 23, 2013; and 13. Our firm's check number 1541, payable to the Town of Southold, in the sum 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 for all expenses billed against this escrow amount. 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 Coughlin JC:cb Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director 0 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 31, 2013 John J. Coughlin, Esq. Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Refund Unused Consultant Escrow Fee — Wireless Review Dear Mr. Coughlin: Enclosed is a check in the amount of $4,500 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 application: • New Cingular/AT&T at Our Lady of Grace Church, Fishers Island SCTM# 1000-9-7-11.1 Your client sent an initial amount of $8,500. CityScape Consultants subsequently billed a total of $4,000 (copy of invoice enclosed). Pursuant to Town Code §280-74A(4)(c), we are returning the unused portion of the funds to you. Sincerely, Donald Wilcenski Planning Board Chair Encs. PLANNING BOARD MEMBERS soar DONALD J. WILCENSKI �QF 0� yOl_ Chair WILLIAM J. CREMERS PIERCE RAFFERTY JAMES H. RICH III G MARTIN H. SIDOR 0 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 31, 2013 John J. Coughlin, Esq. Re, Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Refund Unused Consultant Escrow Fee — Wireless Review Dear Mr. Coughlin: Enclosed is a check in the amount of $4,500 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 application: • New Cingular/AT&T at Our Lady of Grace Church, Fishers Island SCTM# 1000-9-7-11.1 Your client sent an initial amount of $8,500. CityScape Consultants subsequently billed a total of $4,000 (copy of invoice enclosed). Pursuant to Town Code §280-74A(4)(c), we are returning the unused portion of the funds to you. Sincerely, Donald Wilcenski Planning Board Chair Encs. 9Nape Palmetto Park Rd #15-652 Boca Raton, FL 33433 Tel: (877)438-2851 Fax: (877) 220-4593 BILL TO Town of Southold Heather Lanza, AICP, Planning Dir P.O. Box 1179 Southold, NY 11971 INVOICE DATE INVOICE # 6/21/2013 2907 - '.; JUN 222013 i . , Pian;?ir[3 &oard www.CityScapeGov.com Project Ref/PO: ATT NYNYNY0801 Oriental Ave Description Rate Amount Site Application Review and Analysis: ATT NYNYNY0801 4,000.00 4,000.00 Site Application submitted by AT&T Mobility; to collocate/modify equipment on existing concealed structure (church steeple) located at Oriental Avenue/Ettrick Avenue, SeuthboW, New York Review submitted 06-14-2013 SCTM: 1000-9-7-11.1 Total $4,000.00 www.CityScapeGov.com GL111S 10 TOWN OF SOUTH Accou - General Ledger Inquiry tail--GL100N. B .8020.4.500.350 • V- 07022013- 2 2 Line: 1 Formula: 0 2) PLANNING : Account.. B .8020.4.500.350 4) FEE FOR SERVICE,NON-EMPLO : Acct Desc WIRELESS CONSULTANTS Type options, press Enter. : Trx Date..... 7/16/2013 SDT 7/02/13 5=Display 6=Offset Transactions : Trx Amount... 4,000.00 pt JE Date ID Trx Date Amou : Description.. WIRELESS RVW 9-7-11.1 4/20/2012 : Vendor Code.. 003373 Pay Method: — 11/15/12 247 V 11/20/12 75 : Vendor Name.. CITYSCAPE CONSULTANTS, I 12/31/12 301 C 12/31/12 12,77 : Alt Vnd.. 5 4/04/13 135 V 4/09/13 4,00 : CHECK........ 118076 SCNB 5 4/04/13 135 V 4/09/13 4,00 : Invoice Code. 2907 5 4/04/13 135 V 4/09/13 4,00 : VOUCHER...... 5 4/04/13 135 V 4/09/13 4,00 : P.O. Code.... 25468 5 4/04/13 135 V 4/09/13 4,00 : Project Code. 5 4/29/13 475 V 5/07/13 4,00 : Final Payment F Liquid. 4,000.00- 5 7/02/13 222 V 7/16/13 4,00 : Type of 1099. N BOX. Addl. — 12/31/13 549 C 12/31/13 28,00 : Fixed Asset.. N — 6/10/14 533 V 6/17/14 4,00 : Date Released : Date Cleared. F2=View 2 F3=Exit F12=Cancel : F3=Exit F12=Cancel F11=Invoice F13=Encumbrance F14=Pu Town of Southold, New York - Paymen• Voucher Vendor Name CityScapa Consultants v VIX-1 a cicYaavuc t, Yutvci Vendor Contact Vendor No. 3373 Address 7050 W. Palmetto Park Rd.. Boca ..Ratan, YL 33433 Payee Certification The undersigned (Claimant) (Acting on behalf of the above named claimant) does hereby certify that the foregoing claim is true and correct, that no part has been paid, except as therein stated, that the balance therein stated is actually due and owing, and that taxes from which the Town is exempt are excluded Signature Title Company Name Date Department Certification I hereby certify that the materials above specified have been received by me in good condition without substitution, the services properly performed and that the quantities thereof have been verified with the exceptions or discrepancies noted, and payment is approved. 02 Signe Title a,Wh i Y1 Ci Date 9!§ark Rd #15-652 Boca Raton, FL 33433 Tel: (877)438-2851 Fax: (877) 220-4593 BILL TO Town of Southold Heather Lanza, AICP, Planning Dir P.O. Box 1179, Southold, NY 11971 JUN Piannirc; Board INVOICE DATE INVOICE # 6/21/2013 2907 www.CityScapeGov.com Project Ref/PO: ATT NYNYNY0801 Oriental Ave Description Rate Amount Site Application Review and Analysis: ATT NYNYNY0801 4,000.00 4,000.00 Site Application submitted by AT&T Mobility; to collocate/modify equipment on existing concealed structure (church steeple) located at Oriental Avenue/Ettrick Avenue, Scaft oM, PtewY,o-rk- Review submitted 06-14-2013 `lam 5"`(�� Is SCTM: 1000-9-7-11.1 Total $4,000.00 www.CityScapeGov.com Town of Southold, New York - Payment Voucher E Vendor Nape c be V- (� n Vendor Addressk(:by::::::::::;<::>`:::: r Date::;:;:::::.: ::.:::::::.:::::::::::::::....::::::::::::::: ............ .......................................... ......................................... Vendor Telephone Number Taiiivi:lek ::::::::::::::::::::::::::::::::::::::::::::::: Vendor Contact Invoice Number Invoice Date Invoice Total III 1 Discount Net Amount Claimed Purchase Order Number Description of Goods or Services :'::G�daal :Fl+bd acid::4eCCdtitlstitbiT�eF:.::::: $4,500. reimburse unused escrow onsultin review re :::............:...:::.:::.:.:....:::::::.:.:::::::.::::::::: :'.`:.�. �..?A... ?4.... 4,500. ::$:;:;X:::.:.:.:::.:.:.:.:.:.:::::.:.:.:::.:::::.:::.:.:::::::::::::::::::::::::::::::: ($4,500.) N kk q '] - 11.1fi A .::::.:::::::...................... rr 1 K �r dot ............................... .................................................. 1 Payee Certification The undersigned (Claimant) (Acting on behalf of the above named claimant) does hereby certify that the foregoing claim is true and correct, that no part has been paid, except as therein stated, that the balance therein stated is actually due and owing, and that taxes from which the Town is exempt are excluded. Signature Title Company Name Date Department Certification I hereby certify that the materials above specified have been received by me in good condition without substitution, the services properly performed and that the quantities thereof have been verified with the exceptions or discrepancies noted, and payment is approved. Signature LZ - / TitlePlanning Di etor Date 11-1@'.13 * RESOLUTION 2013-537 • ADOPTED DOC ID: 8952 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2013-537 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON JULY 16,2013: Resolved, that unused consulting fees paid to the Town in connection with the wireless consulting review of New Cingular/AT&T at Our Lady of Grace Church, Fishers Island, SCTM#1000-9-7-11.1, totaling $4,500.00, be refunded to the applicant's agent, Re, Nielsen, Huber & Coughlin, LLC. i Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Jill Doherty, Councilwoman SECONDER: William P. Ruland, Councilman AYES: Dinizio Jr, Ruland, Doherty, Talbot, Evans, Russell June 13, 2013 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 Re: Consulting Services re: New Cingular Wireless/AT&T @ Our Lady of Grace Located at Oriental Avenue and Ettrick Avenue, Fishers Island SCTM#1000-9.-7-11.1 Zoning District: R-80 Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order with amount not to be exceeded. Any work beyond this amount must be authorized in writing prior to being started. Also enclosed for your convenience is a Voucher Form for your use with each invoice submitted to this department. Following are directions to review New Cingular Wireless at Our Lady of Grace: 1000-9.-7-11.1, New Cingular Wireless at Our Lady of Grace 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). 00 *0 PLANNING BOARD MEMBERS DONALD SOQ MAILING ADDRESS: P.O.o Southold, NY 11971 J. VI ��F l� Chair �0 OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY JAMES H. RICH N ye G O 54375 State Route 25 III • QIyC Youngs Ave.) (cor. MaSouuth MARTIN H. SIDOR COU d, NY � Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 13, 2013 Mr. Richard L. Edwards d/b/a CityScape Consultants, Inc. 7050 Palmetto Park Road Boca Raton, FL 33433 Re: Consulting Services re: New Cingular Wireless/AT&T @ Our Lady of Grace Located at Oriental Avenue and Ettrick Avenue, Fishers Island SCTM#1000-9.-7-11.1 Zoning District: R-80 Dear Mr. Edwards: The Planning Board has authorized your scope of services in connection with the above. This letter will authorize you to proceed with the consulting work as outlined in the Agreement. Enclosed is the approved Purchase Order with amount not to be exceeded. Any work beyond this amount must be authorized in writing prior to being started. Also enclosed for your convenience is a Voucher Form for your use with each invoice submitted to this department. Following are directions to review New Cingular Wireless at Our Lady of Grace: 1000-9.-7-11.1, New Cingular Wireless at Our Lady of Grace 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). M N Mr. Richard L. Edwards June 13, 2013 Page Two If you have any questions, please contact me directly at 631765-1938 between 8:00 a.m. and 4:00 p.m. Sincerely, ""C ,Brian Cummings Planner Encs. owt ?j � �WN OF SOUTHOLOO � Purchase Order * 25465 Date June 6, 2013 Deliver and send billing to: Department PLANNING BOARD Address L Tax Exempt * A163554 Account* B 8020 4 500 350 --j Fendor#3373 CityScape Consultants, Inc. 7050 W. Palmetto Park Road 415-652 ca Raton, FL 33433 VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM I QUANTITY Consulting to modify, facilit OrienF SCTM# "1 DESCRIPTION ii Aves., ss Applic. 19.9 telecom rch sland UNIT COST J TOTAL NOT TO Mr CEED $4,000.00 THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN A ROPRIATION CHARGE Dept. ea I CERTIFY TIP TO BE A JUST AND TRU CHASE ORDER SupeVisor Town of Southold, New York - Vendor Name CityScape Consultants Vendor Telephone Number Vendor Contact Vendor No. it Voucher 3373 Vendor Address 7050 W. Palrae.tto Park .Rd.. Boca..Ratorts YL' 33433 Payee Certification The undersigned (Claimant) (Acting on behalf of the above named claimant) does hereby certify that the foregoing claim is true and correct, that no part has been paid, except as therein stated, that the balance therein stated is actually due and owing, and that taxes from which the Town is exempt are excluded. Signature Title Company Name Date Department Certification I hereby certify that the materials above specified have been received by me in good condition without substitution, the services properly performed and that the quantities thereof have been verified with the exceptions or discrepancies noted, and payment is approved. Signature Title Date From: Planning Department Date: May 21, 2013 Re: Check The attached checks.are consultant escrow fees for the New Cingular Wireless (NCW) facility review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Name Taut Map MAILING Check & Type ADDRESS: PLANNING BOARD MEMBERSSO (/r�,�l P.O. Box 1173 DONALD J. WILCENSHI O``�OF Southold, NY 11971 Chair Q $8,500 5/20/13 - #1541 � OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY JAMES H. RICH III G �`� 54375 State Route 25 . (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDORenu. ,� Southold, NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: May 21, 2013 Re: Check The attached checks.are consultant escrow fees for the New Cingular Wireless (NCW) facility review listed below. Please deposit into B691 Deferred Revenue Account. Thank you. Applicant/Project Name Taut Map Amount Check & Type # bate/No. Modify NCW telecom facility at Our Lady of Grace Church, F.I. $8,500 5/20/13 - #1541 escrow fee 9-7-11.1 1541 RE NIELSEN HUBER & COUGHLIN LLP ATTORNEY DISBURSEMENT ACCOUNT 36 N NEW YORK AVE. HUNTINGTON NY 11743 2103880 631-425-4100 DATE May 20, 2013 PAY TO Town of Southold I .8,500.00 ORDER ORDER OIF Eight Thousand Five Hundred and 00/100 ******************************* DOLLARS CHASEO JPMorgan Chase Bank, NA www.Chase.com CW/AT&T NYNYNY0801 FOR Tarhnical Consultant's Escrow Fee aP 000 154 L11' -1:0 2 10000 2 0: 8 2(d900 58911 s - m ° o 46 _cQ 3" v ° ac _ o n� r v U O N p. M L O C U O �s C U m C a� a� v 3 E 0-0 w� c v Lo c N � U U +' C 0 00 a 0 0 L C o v � o N a 0 U .''.' C E 00 O C .W ._ o �0 c 0 a � c � v �E mo o .c c v +' a CL o c 0s v E a� L__c 0 +, C —_c v_ c �. -v 'C 0 o U co C � 'v Q c 0 ai U > O J� 0 v _c _c � rn c r7 C o v rn t c +� o •3 v o �- z 0 a 0 0 U •N o •E 0 U O it m o �L 4.1 rn3s •c rn a o 0 •�Q PROJECT DESCRIPTION MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED CABLES. PROJECT INFORMATION SITE ADDRESS: PROPERTY OWNER: APPLICANT ADDRESS: JURISDICTION: PROPERTY TAX ID: ZONING DISTRICT: LATITUDE: LONGITUDE: ELEVATION: CURRENT USE: PROPOSED USE: DATE ISSUED: 01/31/2013 NYNYNY0801 -T01 NYNYNY0801 -SP1 NYNYNY0801 -A01 NYNYNY0801 -A02 NYNYNY0801 -A03 NYNYNY0801 -A04 NYNYNY0801 -A05 NYNYNY0801 -A06 NYNYNY0801 -E01 NYNYNY0801 -E02 NYNYNY0801 -E03 NYNYNY0801 -E04 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 OUR LADY OF GRACE CHURCH ORIENTAL AVENUE, FISHERS ISLAND NY 06390 NEW CINGULAR WIRELESS PCS, LLC ("AT&T") 340 MT. KEMBLE AVENUE MORRISTOWN, NJ 07960 TOWN OF SOUTHOLD SECTION 9, BLOCK 7, LOT 11.1 R-80 N 41' 15' 38.7" (NAD 83) W 72' 0' 51.99" (NAD 83) 75.7'± A.G.L. (NAVD 83) TELECOMMUNICATIONS FACILITY TELECOMMUNICATIONS FACILITY RF DATA SHEET REVISION: V03 DRAWING INDEX TITLE SHEET SITE PLAN ROOF PLAN, ANTENNA PLAN4 GENERAL NOTES EQUIPMENT PLAN & NOT'F_S BUILDING ELEVATION & DETAILS RRH MOUNTING DETAILS REMOTE RADIO HEAD .(RRH) MOUNTING, LTE CONDUCTOR SIZES & GPS UNIT MOUNTING DETAILS DC POWER SURGE PROTECTION & DC POWER (OVP) POLE MOUNTING DETAILS SYSTEM DIAGRAM RRH WIRING DIAGRAM ELECTRICAL, TVSS NOTES, ABBREV. & SYMBOLS GROUNDING NOTES & DETAILS BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION � 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA FROM MORRISTOWN.NJ: at&t SITE NUMBER: NYNYNY0801 SITE NAME: FISHERS ISLAND VICINITY MAP BEAD NORTH—EAST ON US -202 N/MT KEMBLE AVE TOWARDS ZAMROK WAY, SLIGHT RIGHT ONTO MARKET ST, TURN RIGHT ONTO W PARK PL, TAKE THE 1ST LEFT ON TO US -202 N, CONTINUE ONTO MORRIS ST, SLIGHT LEFT TO MERGE ONTO 1-287 N TOWARDS 1-80, ENTERING NEW YORK, KEEP RIGHT AT THE FORK, =OLLOW SIGNS FOR 1-87 S/1-287/TAPPAN ZEE BR/NEW YORK CITY/NEW YORK THRUWAY AND MERGE DNTO 1-287 E/1-87 S, CONTINUE TO FOLLOW 1-287 E, PARTIAL TOLL ROAD, TAKE THE EXIT ONTO 1-95 V, ENTERING CONNECTICUT, SLIGHT RIGHT TO STAY ON 1-95 N (SIGNS FOR NEW LONDON/PROVIDENCE), TAKE EXIT 83 TOWARDS CT -32 N/NORWICH/DOWNTOWN/NEW LONDON, MERGE ONTO 1-95 FRONTAGE RD, CONTINUE ONTO HUNTINGTON ST, TURN LEFT ONTO GOVERNOR WINTHROP BLVD, TURN LEFT ONTO WATER ST, TURN RIGHT ONTO FERRY ST, TAKE THE NEW LONDON — FISHERS ISLAND FERRY TO FISHERS ISLAND, NTERING NEW YORK, CONTINUE STRAIGHT, TURN LEFT TOWARDS EQUESTRIAN AVE, TURN LEFT ONTO QUESTRIAN AVE, KEEP RIGHT AT THE FORK, TURN RIGHT ONTO ORIENTAL AVE, SLIGHT LEFT ONTO ALPINE AVE, SLIGHT RIGHT, DESTINATION WILL BE ON THE RIGHT REV 0 0 0 0 0 0 0 0 0 0 = V� 0 0 0 PROJECT CONTACTS NAM E COMPANY N CONTACT NUMBER CONSTRUCTION DOCUMENT REVIEW STATUS STATUS NO. 1. ❑ ACCEPTED - WITH 2. ❑ NOT ACCEPTED - MINOR OR NO COMMENTS, CONSTRUCTION MAY PROCEED PLEASE RESOLVE COMMENTS AND RESUBMIT Reviewed by: (ENG'G) Date: RF ENGINEER CONSTRUCTION SA COMPLIANCE BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION � 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA FROM MORRISTOWN.NJ: at&t SITE NUMBER: NYNYNY0801 SITE NAME: FISHERS ISLAND VICINITY MAP BEAD NORTH—EAST ON US -202 N/MT KEMBLE AVE TOWARDS ZAMROK WAY, SLIGHT RIGHT ONTO MARKET ST, TURN RIGHT ONTO W PARK PL, TAKE THE 1ST LEFT ON TO US -202 N, CONTINUE ONTO MORRIS ST, SLIGHT LEFT TO MERGE ONTO 1-287 N TOWARDS 1-80, ENTERING NEW YORK, KEEP RIGHT AT THE FORK, =OLLOW SIGNS FOR 1-87 S/1-287/TAPPAN ZEE BR/NEW YORK CITY/NEW YORK THRUWAY AND MERGE DNTO 1-287 E/1-87 S, CONTINUE TO FOLLOW 1-287 E, PARTIAL TOLL ROAD, TAKE THE EXIT ONTO 1-95 V, ENTERING CONNECTICUT, SLIGHT RIGHT TO STAY ON 1-95 N (SIGNS FOR NEW LONDON/PROVIDENCE), TAKE EXIT 83 TOWARDS CT -32 N/NORWICH/DOWNTOWN/NEW LONDON, MERGE ONTO 1-95 FRONTAGE RD, CONTINUE ONTO HUNTINGTON ST, TURN LEFT ONTO GOVERNOR WINTHROP BLVD, TURN LEFT ONTO WATER ST, TURN RIGHT ONTO FERRY ST, TAKE THE NEW LONDON — FISHERS ISLAND FERRY TO FISHERS ISLAND, NTERING NEW YORK, CONTINUE STRAIGHT, TURN LEFT TOWARDS EQUESTRIAN AVE, TURN LEFT ONTO QUESTRIAN AVE, KEEP RIGHT AT THE FORK, TURN RIGHT ONTO ORIENTAL AVE, SLIGHT LEFT ONTO ALPINE AVE, SLIGHT RIGHT, DESTINATION WILL BE ON THE RIGHT REV 0 0 0 0 0 0 0 0 0 0 = V� 0 0 0 PROJECT CONTACTS NAM E COMPANY N CONTACT NUMBER CONSTRUCTION JAYSON GONZALEZ BECHTEL (201) 571-0705 ENGINEER RICHARD COAD BECHTEL (201) 571-0730 RF ENGINEER AZAD KARIM BECHTEL (201) 571-0651 SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 u APPLICABLE BUILDING CODES AND STANDARDS SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: BUILDING CODE OF NEW YORK STATE — 2010 ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70—NATIONAL ELECTRICAL CODE (NEC) — 2008 FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2010 LIGHTNING PROTECTION CODE: NEPA 780-2008 LIGHTNING PROTECTION CODE SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERIGAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. --«. S AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, THIRTEENTH EDITION. ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) 222—F (1996), STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. TIACOMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR T COMMUNICATIONS. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. DETAIL ri 00 SCALE: N.T.S. T01 STRUCTURAL STATEMENT EXISTING EQUIPMENT ROOM HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO MODIFICATIONS TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. J * - TITLE SHEET 0 104/23/131 LTE -ISSUED FOR CONSTRUCTION ' ANA SB RC 40. DATE I REVISIONS BY CHKPP' �`'F� �4sg39 ���'. JOB NUMBER DRAWING NUMBER REV SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: MG ARO �ss0N25736-415 T3— NYNYNY0801 —TO 1 0 L — U N O m � O •� -ca v ° 0_ c — O a� s v U O 0 p. M �- I O U o— c a� -c c: c: U m a� 0 3 E 0 �o v Lo N C � U � v 7 C O 00 ao L � o v U a 0 E N o cn �r w 0 C O N cc: 0 c o C; U c - v U N E m O O •c: N t v +' � 0 a� •L U) 0 a 0 0 a +� c o t v� v� E -c o +� c cn v c a� -v o o U F - fn o� .p Q .4.1. c O U > E o a o v a� -c rn c rri -v c o ° N +' c o •3 v o �z 0 a �-c 0 0 U -co �O+ •! O m a� � 3s a o ` U n. Q NOTE: 1. ELEVATIONS SHOWN HEREIN ARE IN AN ASSUMED DATUM. 2. PROPERTY LINES SHOWN FOR FORMER TAX LOT 16 ARE BASED UPON TAX MAP, DIMENSIONS ARE THEREFORE APPROXIMATE. THE EASTERLY LINE OF FORMER TAX LOT 16, AS SHOWN WAS HELD PARALLEL WITH THE EASTERLY LINE FORMER TAX LOT 11, AS PER L.8499, P. 467. 3. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE AND IS NOT INTENDED TO BE USED FOR A TRANSFER OF TILE OR ANY OTHER FINANCIAL PURPOSE. NOTE: INFORMATION SHOWN HEREIN IS BASED UPON A SURVEY PREPARED BY: BARRETT, BONACCI & VAN WEELE, P.C. C IVII L/ENGI N EERS/SU RVEYORS/P LAN N ERS, 175A COMMERCE DRIVE HAUPPAUGE, N.Y. 11788 (631) 435-1022 (ON DECEMBER 27,2002 PROJECT NO: A021059) AND BECHTE SITE VISIT 12/06/12 NOTE: FOR KEY PLAN SHOWING ADJOINING LAND USES, STRUCTURES, ZONING LANDMARK AND OWNERSHIP WITHIN 300' SEE DETAIL 1, SHEET SP -1 NOTE: LOT COVERAGE = 107 (NO CHANGE) LANDSCAPE COVERAGE = 88% (NO CHANGE) BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA ALPINE AVENUE SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 4"o / 'V N 29.19915 W 13,54• SITE PLAN 1 SCALE: 1 "'-30'= 1 "-0" �pl 12.58-* CSEE S£ o C N r£ \ off O \ ON EXISTING (1) STORY EXISTING (2) STORY MASONRY BUILDING (RESIDENCE) 1000-10-8-11 EXISTING CHURCH BUILDING EXISTING AREA INDICATES EXISTING AT&T EQUIPMENT ROOM LOCATED IN CHURCH BASEMENT AND STEEPLE CONTAINING ANTENNAS ABOVE TAX LOT 1000-10-8-12 off EXISTING CHURCH SIGN 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANAl SB I RC N0. DATE I REVISIONS I BY I CHK�PPT SCALE AS NOTED DESIGNED BY: MG DRAWN BY: MG NOTE: TO THE BEST OF OUR KNOWLEDGE, THE PROPOSED EQUIPMENT MODIFICATIONS BY AT&T WILL HAVE LITTLE IMPACT O N THE EXISTING NOISE LEVELS AT THE EXISTING FACILITY. FULL SCALE 1 "=30'-0" 30 15 0 30 60 FT HALF SCALE 1 "=60'-0" r SITE PLAN JOB NUMBER DRAWING NUMBER RD 25736-415 T3—NYNYNY0801— SP1 0 SIDE x -4AIT'l1 .,C GENERAL NOTES c 00 I Ill EXISTING GPS UNIT I 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL TO REMAIN I APPLY: ~a I �\ CONTRACTOR _ BECHTEL 3 I SUBCONTRACTOR GENERAL CONTRACTOR (CONSTRUCTION) J L OWNER - NEW CINGULAR WIRELESS PCS, LLC ("AT&T") v ° IOEM - ORIGINAL EQUIPMENT MANUFACTURER PROPOSED GPS UNIT & NEW 1/20" COAX a 0 I CABLE ROUTED TO BBU (PROVIDE 10' 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL v I MINIMUM SEPARATION FROM ANTENNAS) SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN m0 j (SEE DETAIL 1/A05) BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY 0 FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. c a; j 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL >, I APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL v m APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND >% I LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE of THE WORK. c I v 3 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE 4° 0I REGULATIONS. o i j 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, N I APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON v UP THE DRAWINGS. 0 I 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH o U I MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. EXISTING CHURCH Q_ o BUILDING 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 0 SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE _6( EXISTING AT&T I CONTRACTOR. o a EQUIPMENT ROOM IN BASEMENT 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, C ------ GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. ° v j �� i j SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS o EXISTING STEEPLE NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. co -0o ABOVE i%<i li ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. co 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, o i LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT .w ._ I i II �� SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. -w .° o a) c NOTE: UP 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH •`� ° LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS c AND MAY NOT REFLECT FINAL RF DESIGN. REFER EXISTING STAIR REMOVED SHALL BE RETURNED To THE OWNER'S DESIGNATED LOCATION. TO LATEST RF DATA SHEET FOR FINAL LTE o ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. 11. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. L_ 1 FULL SCALE 1/8"=1'-0" 12. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE Ill o NOTES: INSTITUTE (ACI) 301. o 1. ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. A03 ROOF PLAN 1 8 0 8 16 Fr 0 2. EQUIPMENT ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. v 3. ALL NEW ANTENNAS & RRH'S TO BE PAINTED TO MATCH EXISTING ANTENNAS. " A01 HALF SCALE 1/1 6"=1'-O" 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT SCALE: 1 �8 =1 -028 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN •L ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. o LINE OF EXISTING INSTALL (2) PROPOSED RRH'S MOUNTED GABLE ROOF BELOW 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 0 0, ON UNISTRUT WITH PROPOSED PIPE MAST, EXISTING LAND LINK PARABOLIC ANTENNA 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS-AOOZ-00001, o '� (SECTOR A) E � (SEE DETAIL 1 /A04) \ / GENERAL CONSTRUCTION SERVICES. ,o ,`oho \ / SWAP (1) AT&T ANTENNA FOR NEW 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO .c coV — — — / QUINTEL AT&T ANTENNA (SECTOR A) COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE (SEE DETAIL 2&3/AO3) DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY a INSTALL (2) PROPOSED RRH'S DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. o MOUNTED ON UNISTRUT WITH \ INSTALL (1) RAYCAP DC6 DOME ON PIPE 0 2 PROPOSED PIPE MAST (SECTOR C) (SEE DETAIL 1/A04 & 1102/A06) FOR 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK (SEE DETAIL 2/AO4) \ / MOUNTING (SEE DETAIL 1116/AO6) BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON II EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS c / \ I AFTER MIDNIGHT. � / \ 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN o SWAP (1) AT&T ANTENNA FOR NEW '� — _� INSTALL (2) PROPOSED RRH'S MOUNTED WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE QUINTEL AT&T ANTENNA (SECTOR C) / ON UNISTRUT WITH PROPOSED PIPE MAST SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO (SEE DETAIL 2&3/A03) / \ (SECTOR B) (SEE DETAIL 2/A04) DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY c' SECTOR C / DANGEROUS EXPOSURE LEVELS. 310' / \ ` 4 co ,m \ FULL SCALE 3/8"=1 ' -O" 0 o UPPER STEEPLE ANTENNA PLAN 2 0 SWAP (1) AT&T ANTENNA FOR NEW 29 0 2 4 s Fr DETAIL Ki o0 � Z SCALE: 3 8" = 1'-0" A01 � `� QUINTEL AT&T ANTENNA (SECTOR B) SCALE: N.T.S. A01 o / (SEE DETAIL 2&3/M03) HALF SCALE 3/16"=1'-0" U •O •� of "E�v at&t m a N BECHTEL ASSOCIATES SITE NAME: FISHERS ISLAND�o . o C �, PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0801 L A UNIT OF BECHTEL CORPORATION a & a ROOF PLAN, ANTENNA PLAN & +' c' ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANA SB RCIT-7 , rn 3 t 5275 WESTVIEW DRIVE liez�, GENERAL NOTES cp A'p; FREDERICK, MD 21703-8386 USA FISHERS ISLAND, NY 06390 NO. DATE REVISIONS BY CHK P' Fa ��r 3g ��°: JOB NUMBER DRAWING NUMBER REV o •° •L SCALE. AS NOTED DESIGNED BY: MG DRAWN BY. MG AROFEss�°N''' 25736-415 T3 - NYNYNY0801 - AO 0 U aQ _ISE 7 I51 E s U o m� o •3 c v ° ac a� s ° U O m 1 0 c U O — c N .,r >% _c c U v 0 m c 0 (D 0 3 Ei o � M c r v Lo N c � U 0 v -D o 00 L 0-0 L c o v -v co 0:3 co o °- E .:3 O co :3-° co 0 -0 o c 4-' -v O 0 c c cn o c 0 v U r t o U N E m o %4-.- 0- 0 O •� N L O � ++ N N � a 0 0 0-4- r_ +.c _w o t rn v 'c E � �t O +� 4- c cn v —t v c 2 0 •- v o � U H cn o�j c � 'o Q c o U > O E -0 y v 0_c :c � rn c c C:) ° 03 vo L- z 0 CL L- c 0 0 U •� co -6.- . E -0 N m a0 O .0 co •L � ao U aQ EXISTING CABLE PORT IN CEILINI EXISTING EXHAI EXISTING CORD DC POWER PLS NOTE: PRESENTLY THERE ARE 4 RECTIFIERS, UPON COMPLETION OF LTE UPGRADE, A TOTAL OF 6 RECTIFIERS SHOULD BE PRESENT, 2 NEW RECTIFIERS INSTALLED FOR LTE BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA EQUIPMENT ROOM PLAN r i SCALE: 3/4"=1 '-0" SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 ;0, CONSTRUCTION NOTES 1. FIELD VERIFICATION: SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. 2. COORDINATION OF WORK: SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 3. CABLE LADDER RACK: SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND CONDUIT AS REQUIRED TO SUPPORT CABLES. 1o� DETAIL A02 SCALE: N.T.S. I STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 4. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL WASHERS. FULL SCALE 3/4"=1 ' —0" 12" 0 1 2 3 FT HALF SCALE 3/8"=1 '-0" 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION I ANA I SB I RC NO.1 DATE I REVISIONS I I BY I CHK P' SCALE. AS NOTED I DESIGNED BY: MG DRAWN BY: MG 620 DETAIL �,AOV SCALE: N.T.S. EQUIPMENT PLAN & NOTES I JOB NUMBER I DRAWING NUMBER IREVI 25736-415 T3—NYNYNY0801—A02 10 CIZE 2`� x 34'AI1S1 D s - a � m ° o �Q 3' ..0 c v ° CLc a� v U O 0 a M L_ 1 0 c U c a� �r C U v Q m C a� v 3 E 0 c � v Lo N C � U 0 v U +' O C O 0 U O L_ 0 4-1 -4-1 �- c o v U a 0 �C -v U N O �s 0 c 0v C c � v c +� 0 v � s v U m O O •� N t v +' +� 0 a O 0 CL -- c O L v E a� L L 0 -�-' 4- c cn v a c 2:1 0 •- `~ 0 o U c � 'v Q c� o U > 0 E� 0 v 4-1 �s I- rn c c 0 0 N N c += O 3 :p vZ 0 CL L- c 0 0 U •co) Q) +� •p O m aU) c � O c) v' 3 -c .L v' ao` U aQ MECHANICAL DOWN -TILT nccV ANTENNA MOUNTING F (FIT AS REG NEW PANEL ANTENNA ANTENNA MI JUMPER REMOTE HEADS 2 A03 ANTENNA MOUNTING DETAIL SCALE: N.T.S. 12" N 0 I 9" FRONT ELEVATION SIDE VIEW MECHANICAL CHARACTERISTICS WEIGHT: 79lbs (36kg) WIND LOAD (0150 km/h): (413.4N) MAX. WIND SPEED: 150mph (241.4 km/h) 3-'\ LTE QUINTEL ANTENNA 3% SCALE: N.T.S. BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION � 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA NT SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND E17RICK AVENUE FISHERS ISLAND, NY 06390 TOP OF CROSS 66.1' f A.G.L. SWAP (1) AT&T ANTENNA FOR NEW- QUINTEL AT&T ANTENNA (SECTOR A) (SEE DETAIL 2&3/A03) INSTALL (2) PROPOSED RRH'S MOUNTED - ON UNISTRUT WITH PROPOSED PIPE MAST (SECTOR A) (SEE DETAIL 1/A04) INSTALL (2) PROPOSED RRH'S MOUNTED - ON UNISTRUT WITH PROPOSED PIPE MAST (SECTOR C) (SEE DETAIL 2/A04) SWAP (1) AT&T ANTENNA FOR NEW - QUINTEL AT&T ANTENNA (SECTOR C) (SEE DETAIL 2&3/A03) TOP OF LTE AT&T ANTENNA 38'-0" f A.G.L. (TYP. ALL SECTORS) RAD. CENTER OF LTE AT&T ANTENNA 35'-0" f A.G.L. I (TYP. ALL SECTORS) FLOOR OF UPPER STEEPLE 30'-11 "f A.G.L. FLOOR OF LOWER STEEPLE 19'-7"± A.G.L. PROPOSED POWER AND FIBER— CABLES ALONG EXISTING ROUTE IN 2V2" INNERDUCT TO EQUIP. ROOM l'-7"± A.G.L. EXISTING GRADE 0'-O"± A.G.L. / —EQUIP. ROOM F.F.E -6'-2"± B.G.L. ------ I I I I I --------------- I I I I I I I I V INSTALL (1) RAYCAP DC6 DOME ON PIPE (SEE DETAIL 1 /A04 do 1102/A06) FOR MOUNTING (SEE DETAIL 1116/A06) INSTALL (2) PROPOSED RRH'S MOUNTED ON UNISTRUT WITH PROPOSED PIPE MAST (SECTOR B) (SEE DETAIL 2/A04) SWAP (1) AT&T ANTENNA FOR NEW QUINTEL AT&T ANTENNA (SECTORS B) (SEE DETAIL 2&3/AO3 do 2/A04) OPENINGS AND CONCEALMENT TO BE REWORKED AS NECESSARY FOR PROPOSED ANTENNAS (ALL SECTORS) �1 EXISTING AT&T EQUIPMENT ROOM IN BASEMENT BUILDING ELEVATION SCALE: 3/16"=V-0 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION I ANA I SB I RC NO.1 DATE I REVISIONS I BY I CHK PP' SCALE: AS NOTED 1 DESIGNED BY. MG DRAWN BY: MG NOTE: ANTENNA CONFIGURATION AND AZIMUTHS TO BE FIELD VERIFIED. FULL SCALE 4 0 4 HALF SCALE r 3/16"=1'-0" 8 12 FT 3/32"=1 '-Off BUILDING ELEVATION & DETAILS JOB NUMBER DRAWING NUMBER REV 25736-415 T3- NYNYNY0801 - A03 10, SI1F '» ' x >4" Afl'=� Zs s= A M o A04 t 4d EXISTING L9"x4"x1/2" 3 a (TYP.) o PROPOSED 2" DIA STD 1'_6" PROPOSED 2" DIA STD °- 0 7.5' LONG STEEL PIPE MIN. EXISTING L9 x4 x 1 /2 7,5' LONG STEEL PIPE MIN. r o (TYP.) (TYP.) (TYP.) U O N a m - 1 O c U O _ c N ue vm EXISTING STD STEEL EXISTING STD STEEL PROPOSED 2" DIA STD PIPE (TYP.) PIPE (TYP.) 7.5' LONG STEEL PIPE v 3 I I (TYP.) E -0 ANTENNA CLAMP ANTENNA CLAMP °CD (TYP.) (TYP.) PROPOSED � v U-) RRH 'Y I1 -o PROPOSED QUINTEL PROPOSED EXISTING 4"x2" ANTENNA QUINTEL ANTENNA o WOODEN STUD O U 0- O 0 o PROPOSED RRH PROPOSED RRH -v co U� ° a U '''' xxc E O O V 7f O EXISTING L9)f x4)) x1 /2 110 CIrr -i La(TYP.) 5" 1 1/2 PROPOSED DC6 ,x o °a) o (DOME) o o PROPOSED A307 1/2 c \' DIA BOLT (TYP. 4) •�' ° PROPOSED s RRH i PROPOSED 2" DIA STD o 7.5' LONG STEEL PIPE m O' (TYP.) o .� v PROPOSED L9"x4"x 1 /2" PROPOSED A307 1/2" DIA ,a co PROPOSED L9"x4"x1/2" (LLH) (TYP. 2) U-BOLT TYP. 2 a = PROPOSED RRH PROPOSED RRH ( ) ° ° (LLH) (TYP. 2) CL -• c PROPOSED A307 1/2" ° DIA U-BOLT (TYP. 2) Eo z o L. -c z /; EXISTING LAG BOLTS `� C cn `- / OF 3/8" DIA (TYP.) B /` o s A04La Li c � Y a o z ,y — EXISTING L9"x4"x1/2" (TYP. 2) cJdROOF LINE ROOF LINE ROOF LINE 'o Q 0PROPOSED A307 1/2" o z PROPOSED A307 1/2" E 0 DIA U-BOLT (TYP. 2) - DIA U-BOLT (TYP. 2) O v +'= PROPOSED A307 1/2" PROPOSED A307 1/2" DIA BOLT (TYP. 4) DIA BOLT (TYP. 4) c N ELEVATION VIEW ELEVATION VIEW ca C +� O 3 Z RRH & DC6 MOUNTING DETAIL (FOR SECTOR A) RRH MOUNTING DETAIL (FOR. SECTOR B&C) 2 SECTION A SECTION B o SCALE: N.T.S. A04 SCALE: N.T.S. A04 SCALE: N.T.S. A04 SCALE: N.T.S. A04 U ,O N .- -p z BECHTEL ASSOCIATES ,��° o MEQ at&t m acn PROFESSIONAL CORPORATION SITE NAME. FISHERS ISLAND ��v t wSITE NUMBER: NYNYNY0801 at&t 41-jA UNIT OF BECHTEL CORPORATION s ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE—ISSUED FOR CONSTRUCTION ANA SB RC RRH MOUNTING DETAILS 5275 WESTVIEW DRIVE FISHERS ISLAND, NY 06390�PP'C o , �, � i 'L= FREDERICK, MD 21703-8386 USA No. DATE REVISIONS BY CHK 8`p 39' ,��, JOB NUMBER DRAWING NUMBER REV 0 aQ SCALE. AS NOTED DESIGNED BY: MG DRAWN BY: MG pROF�ss+°N�� 25736-415 T3-NYNYNY0801-A04 0 E o (o Lo c � v Ln N c U � v U C v o 0 U 0 L 0-0 V� �C 0 v U a 0 0 *' U) C � N E v N o :3�° O C -w -v 0 v c c N v o ° U s s v U m O o .c v +' ° a� N a a0 o rn v E a� L .c 0 +� ' v v t 0 o U S 'o Q o U > O E -� y v � L s � rn C r7 'v c 0 0 N co L C +_' 0 v o L Z 0 a O 0 U •� rh 'E L L ma- c O; 3 0-0 UCL •a. WIDTH DC2 C3 RRH GPS ANTENNA o DC6—RM C1 FC12 C2 DC2 RRH (PROVIDED BY CONTRACTOR BUILDING OR SHELTER INSTALLED BY CANT STRIP do SUB -CONTRACTOR) DC2 RRH o FLASHING I i IF D1 D2 D3 III 1 W BUILDING ROOFOR = FIGURE 1 - TRUNK CABLE TO JUNCTION Box SHELTER ROOF III MAXIMUM CABLE LENGTHS FOR FIGURE 1 A to TO ANTENNA FIBER ALARM (+45 DEGREE) ENTRY CABLE PORT 1/2" COAXIAL CABLE W/ CPRI-M PRI—s 0 ALM 4-6 7/16 DIN -MALE CONNECTORS 00 AISG Tx/ Tx/RX1 ON BOTH ENDS (2 TYP) GIGE ALM 1-3 (IF USED FOR RET) TO ANTENNA (-45 DEGREE) TX MON2 O O TX MON1 PORT GROUND DC ENTRY C1 SIZE C2 SIZE DEPTH D1 LENGTH (FT) 75 1100 125 150 175 200 250 8AWG 8AWG tz v N 1 191 166 141 116 91 66 16 10AWG 119 103 88 72 56 41 10 12AWG 75 65 55 45 36 26 6 10AWG 8AWG 145 105 65 1 25 - - - 1OAWGz 90 65 40 15 - - - 12AWG 57 41 25 10 - - - 12AWG 8AWG 75 11 - - - - - 10AWG 47 7 - - - - - 12AWG 12914 -1 - - I- - III I I II o ° a a ° 1�4 N 2d- j 7/16"0 HOLE M (2 PLCS 11 X 3. SII X M II COAX CABLE - �. _� BOLT ��-� O- - - (AS REQUIRED MF BY ANTENNA MANUFACTURER) 1 3/4" 4 1/2w EMBED 2 1/2 -CL MOUNT PIPE 6" & ANGLE " q MOUNT PIPE CABLE C3 MAY BE EITHER 10AWG OR 12AWG. 6 MIN & 1 1 /4*0 HOLE RRH BOTTOM VIEW RRH TOP VIEW LENGTH D3 IS 16 FEET ALL CASES EDGE FRONT ELEVATION RRH SIDE ELEVATION -- SOUTH FACE OF CONCRETE C2 ° SHELTER OR BUILDING WALL SIZE AND WEIGHT TABLE DC6—RM C1 DOME RRH 0 J ° RRH WIDTH DEPTH HEIGHT W/O CABLE MANAGEMENT COVER WEIGHT W/O BRACKET RRH 700 MHz 2X40 (80W) 12.2" 10.8" 21" 51 LBS. RRH AWS43 2X40 80W ( ) 12" 9" 25" LBS. (W/O SOLAR SHIELD) RRH � Lu ° D1 D2 ° O smarm a FIGURE 2 - TRUNK CABLE TO DC6 (DOME) C1 C2 , 1 1/4"0 HOLE IN MOUNT DC2 RRH ANGLE FOR LDF4/FSJ4 COAX CABLE DC6-RM DC2 RRH SECTION X - X I n�-- NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. '- DC2 RRH D1 D2 MINIMUM CLEARANCE TABLE rim iRF 7, - n1Rirr%T rAaI f= Tri nr%,3 RRH CABINET CLEARANCES INCHES COMMENTS FRONT 36" INSTALLATION ACCESS REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING SUPPLIED MOUNTING BRACKETS RIGHT 4" AIR FLOW LEFT 4" Al FLOW TOP 12" AIR FLOW BOTTOM 12" CONDUIT ROUTING D1/D2 LENGTH (Fr) CABLE 8 AWG 10 AWG 12 AWG C1 265 165 104 C2 16 16 16 NOTES: 1. CABLES LENGTHS ARE APPLICABLE FOR ALU 70OMHZ & AWS FREQUENCY 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF RRH MODELS. FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. ALCATEL— LU C ENT 9 442 2. NOMINAL SYSTEM VOLTAGE IS -48V DC, SUPPLIED FROM A 48V BATTERY. REMOTE RADIO HEAD (RRH) NORMAL OPERATING VOLTAGE IS 52V. E911 - GPS ANTENNA 3. CABLE LENGTHS BASED ON ROSENBERGER CABLES. WALL MOUNTING DETAIL FOR NEW BUILD ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) ril o LTE CONDUCTOR SIZES408 E911 -GPS ANTENNA MOUNTING DETAIL K 7-� SCALE: N.T.S. AO5 SCALE: N.T.S. �O5 SCALE: N.T.S. KZ57 z BECHTEL ASSOCIATES ,�� ME�'�. at&t SITE NAME: FISHERS ISLAND ��.�a ° o� o PROFESSIONAL CORPORATION REMOTE RADIO HEAD (RRH) MOUNTING, LTE SITE NUMBER: NYNYNY0801 A UNIT OF BECHTEL CORPORATION at&t CONDUCTOR SIZES & GPS UNIT MOUNTING c ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANASB RC c 5275 WESTVIEW DRIVE ` �� DETAILS FREDERICK, MD 21703-8386 USA FISHERS ISLAND, NY 06390 NO. DATE REVISIONS BY CHK PP' �'Fap°� 3g ���?� JOB NUMBER DRAWING NUMBER REV R�Fess�oN�'� SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: MG 25736-415 T3-NYNYNY0801- A05 0 t SIZE 22 x 34' ALIBI D BILL OF MATERIALS HAVE CLEAR VIEW OF SOUTHERN SKY AND ITEM# HAVE ANY DESCRIPTION QUANTITY (each) 10 1 1/2",a O.D. x 1'-6" LG. 1 AROUND GALV STEEL PIPE 0 L 3 1/2 X 3 1/2 x 1/4 x 0'-6" LG. 1 GALV STEEL MOUNT ANGLE 0 HILTI KB TZ 3/8"0 W/ 4 1/2- MIN. 2 EMB. (GALVANIZED) EXPANSION BOLTS 1. CABLES LENGTHS ARE APPLICABLE FOR ALU 70OMHZ & AWS FREQUENCY 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF RRH MODELS. FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. ALCATEL— LU C ENT 9 442 2. NOMINAL SYSTEM VOLTAGE IS -48V DC, SUPPLIED FROM A 48V BATTERY. REMOTE RADIO HEAD (RRH) NORMAL OPERATING VOLTAGE IS 52V. E911 - GPS ANTENNA 3. CABLE LENGTHS BASED ON ROSENBERGER CABLES. WALL MOUNTING DETAIL FOR NEW BUILD ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) ril o LTE CONDUCTOR SIZES408 E911 -GPS ANTENNA MOUNTING DETAIL K 7-� SCALE: N.T.S. AO5 SCALE: N.T.S. �O5 SCALE: N.T.S. KZ57 z BECHTEL ASSOCIATES ,�� ME�'�. at&t SITE NAME: FISHERS ISLAND ��.�a ° o� o PROFESSIONAL CORPORATION REMOTE RADIO HEAD (RRH) MOUNTING, LTE SITE NUMBER: NYNYNY0801 A UNIT OF BECHTEL CORPORATION at&t CONDUCTOR SIZES & GPS UNIT MOUNTING c ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANASB RC c 5275 WESTVIEW DRIVE ` �� DETAILS FREDERICK, MD 21703-8386 USA FISHERS ISLAND, NY 06390 NO. DATE REVISIONS BY CHK PP' �'Fap°� 3g ���?� JOB NUMBER DRAWING NUMBER REV R�Fess�oN�'� SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: MG 25736-415 T3-NYNYNY0801- A05 0 t SIZE 22 x 34' ALIBI D 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY NOTES: BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 1. CABLES LENGTHS ARE APPLICABLE FOR ALU 70OMHZ & AWS FREQUENCY 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF RRH MODELS. FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. ALCATEL— LU C ENT 9 442 2. NOMINAL SYSTEM VOLTAGE IS -48V DC, SUPPLIED FROM A 48V BATTERY. REMOTE RADIO HEAD (RRH) NORMAL OPERATING VOLTAGE IS 52V. E911 - GPS ANTENNA 3. CABLE LENGTHS BASED ON ROSENBERGER CABLES. WALL MOUNTING DETAIL FOR NEW BUILD ALCATEL-LUCENT 9442 REMOTE RADIO HEAD (RRH) ril o LTE CONDUCTOR SIZES408 E911 -GPS ANTENNA MOUNTING DETAIL K 7-� SCALE: N.T.S. AO5 SCALE: N.T.S. �O5 SCALE: N.T.S. KZ57 z BECHTEL ASSOCIATES ,�� ME�'�. at&t SITE NAME: FISHERS ISLAND ��.�a ° o� o PROFESSIONAL CORPORATION REMOTE RADIO HEAD (RRH) MOUNTING, LTE SITE NUMBER: NYNYNY0801 A UNIT OF BECHTEL CORPORATION at&t CONDUCTOR SIZES & GPS UNIT MOUNTING c ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANASB RC c 5275 WESTVIEW DRIVE ` �� DETAILS FREDERICK, MD 21703-8386 USA FISHERS ISLAND, NY 06390 NO. DATE REVISIONS BY CHK PP' �'Fap°� 3g ���?� JOB NUMBER DRAWING NUMBER REV R�Fess�oN�'� SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: MG 25736-415 T3-NYNYNY0801- A05 0 t SIZE 22 x 34' ALIBI D U) o N 0 M ° o _ca 3' v ° ac O s ° U O (D a M I ° c U >1L C U m .o a� v 3 E O -° �co �ro v Lo N C � U o v :3 C O 00 U a 0 L� 0 v -v UE o U +' C E � U 0 ct)� -v �co �s 0 c o -° c .�' c o ° U s s v U E o� m o o .� Lc v +' 0 a a -0 c +' o t v, v E � Es 0 +� c v, v a� - v `~ O U c °a c 0 U > E 0 o v c c C) ° N +' U L O 3 v 0 0 Z CL o c U .O _ U �E L N d m c O +; 3- a0O U a� RAYCAP SUPPLIED SECURING BAND FOR ATTACHING DOME COVER TO DC6 OVER VOLTAGE PROTECTOR PORT DC JUMPERS CLIP LUGS FOR ATTACHING DEVICE TO BASE ASSEMBLY (TYP 4) CLOSED PORT (TYP 5) co Lo 0; RAYCAP DC6 — OVER VOLTAGE PROTECTOR DOME COVER e 0 U) r- 3. DOME COVER — SECURING BAND 10.38" 0000 u. TOP VIEW s.2s• s.00• 9.56" DOME COVER SECURING BAND Al R VALVE 2 N CLIP LUGS FOR ATTACHING DEVICE TO BASE ASSEMBLY FIBER CABLE OVAL INGRESS PORTS FIBER JUMPER (5) (NOTE 1) SIDE VIEW DC6-48-60-18-8F (12 PR) FIBER TRUNK INGRESS WEIGHT = 32.8lbs (EACH) FIBER JUMPER (4) o FIBER JUMPER (5) ° POWER SIDE -DC JUMPERS DC JUMPERS o CLIP LUGS FOR ° - DOME COVER ATTACHING DEVICE SECURING BAND TO BASE ASSEMBLY - ALARM �P 4) nvnnu (6 PR) FIBER TRUNK INGRESS OPTIONAL UN —MULL GASKET FOR 18 PR FIBER TRUNK CABLE NOT SHOWN - FIBER JUMPER (4) - FIBER JUMPER (5– FIBER SIDE QUANTITY OF HOLES POWER SIDE IN GASKET (TYP) DC TRUNK PORT DC TRUNK INGRESS PORT INGRESS PORT BOTTOM VIEW BOTTOM VIEW DC6-48-60-0-8F DC6-48-60-18-8F RAYCAP DC6-48-60-18-8F AND RAYCAP DC6-48-60-0-8F DC POWER OVER VOLTAGE PROTECTOR (0VPj DC POWER SURGE PROTECTIONK")\& 10 SCALE: N.T.S. \,A06 BECHTEL ASSOCIATES A'mDrd PROFESSIONAL CORPORATION y A UNIT OF BECHTEL CORPORATION mr 5275 WESTVIEW DRIVE T FREDERICK, MD 21703-8386 USA mwX: SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 DC JUMPERS DOME COVER SECURING BAND ALARM 1. REMOVE CABLE SEALING GLAND AND INSTALL M320.5 METRIC–TO-1" NPT ADAPTER (COOPER CROUSE–HINES P/N CAP 740 994 OR EQUIVALENT MFR) WHEN CONNECTING CONDUIT TO OVP. L=000*1 u RAYCAP DC6 OVER VOLTAGE PROTECTOR WITH DOME COVER MIN. 2" TO MAX. 4" GALVANIZED PIPE RAYCAP SUPPLIED POLE MOUNTING BRACKETS 1.57"f II POWER CABLE - INGRESS PORTS CABLE TIE BAR 12.38" DOME SECURING BAND tV co V) CLIP FOR ATTACHING DC6 (OVP) TO BASE ASSEMBLY (TYP) RAYCAP SUPPLIED BASE ASSEMBLY 1. RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PROTECTOR AND PIPE MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. RAYCAP DC6-48-60-18-8F DC POWER OVER VOLTAGE PROTECTOR (OVP) POLE MOUNT BASE ASSEMBLY DC POWER OVER VOLTAGE PROTECTOR (OVP) POLE MOUNT BASE ASSEMBLY 1 i 1 E SCALE: N.T.S. A06 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION I ANA 1 SB I RC NO.1 DATE I REVISIONS I BY I CHK 613d SCALE: AS NOTED I DESIGNED BY: MG DRAWN BY: MG DC POWER SURGE PROTECTION & DC POWER (OVP) POLE MOUNTING DETAILS JOB NUMBER DRAWING NUMBER REV 25736-415 T3– NYNYNY0801 – A06 lol N t - U N 0 M O q� Q �3 v ° CL c o U 0 ma L 0 cU °c a� � U m a� v 3 E 0 �co >, M C Lo N . .,.r v v :3 C -° 0 00 a0 L c 0 0 (n 0- 0 U +' 0 C =v W E o "o �(n �s 0 o c O c � v c -� O v � � v m %o 0 .c tc o +' a-+ 0 a� CL 0 0 CL +' c 0c EO �r 0 +� c v, v r �2;% 0.- v `~ 0 o U va 0 U ] EO 0 0 �_c H rn o ° N .,.. c +� O 3 C) o L_z O a L c O 0 U •(n co W 'E -° O m �� O V L +J +r v� -c 0.0 .L U aQ AISG CABLE FOR RET CONTROL NOTES: 3, 4, 24 (TYP FOR 3) COAX JUMPERS NOTES: 3, 4, 13 2 COUNT, SINGLE MODE FIBER CABLE NOTES: 3, 4, 5, 13, 25 (TYP FOR 6) 2/C DC CABLES NOTES: 3, 4, 5, 13, 14 (TYP FOR 6) 1" LFMC NOTES: 3. 4, 6, 21 (TYP FOR 6) ALARM CABLE NOTES: 3, 4, 5 (TYP FOR 3) LTE ANTENNA WITH RET NOTES: 3, 4 LTE ANTENNA WITH RET NOTES: 3, 4 LTE ANTENNA WITH RET NOTES: 3, 4 1900 OR 1900 OR 1900 OR 700 RRH AWS RRH 700 RRH AWS RRH 700 RRH AWS RRH NOTES: NOTES: NOTES: 5 NOTES: 1, 2, 5 NOTES: 1, 2, 5 NOTES: 1,2,5 1,295 1,2,5 6 AWG (TYP FOR 6) Q -�- Q -� Q -� (NOTE 13) Q Q Q FIBER do POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) 2" FLEXIBLE CONDUIT I NOTES: 3, 4, 15 do 18 NOTES: 3, 4 (TYP OF 3) (2) 2/C DC CABLES NOTES: 3, 4, 14 (TYP FOR 3) (2) 2 COUNT, SINGLE MODE FIBER CABLE NOTES: 3, 4 (TYP FOR 6) 2 1/2" CONDUIT (EXCEPT TOWER SITES) NOTES: 3, 4, 20 6/C DC CABLES NOTES: 3, 4, 14 (TYP FOR 2) (12) 1 /C 12 AWG NOTES: 3, 4 (2) 4/0 AWG 2 1 /2" IMC/RNC CONDUIT NOTES 3, 4, 26 (TYP FOR 2) TO (2) 250A BREAKERS IN 24V DC POWER - PLANT FIBER FIBER do POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 15 do 18 0 FIBER do POWER DISTRIBUTION BOX W/48VDC SURGE (RAYCAP DC2-48-60-0-9E) NOTES: 3, 4, 15 do 18 DISTRIBUTION UNIT O AT&T ANTENNA HEIGHT (RAYCAP FC12-PC6-1OE) 6 AWG NOTE: 19 12 COUNT, SINGLE MODE FIBER CABLE FIRM:;IN 2" FLEXIBLE CONDUIT/INTERDUCT W/ 1 1/2- REDUCER FIBER NOTES: 3, 4, 5, 6 MGMT TRAY FIBER FIBER DC SURGE SHELF � a 700 MHz NOTES: 3, 4, 16 a LTE BBU 6 AWG NOTES: 1, 2, 5 48V DC BREAKER PANEL (1) 100A do (6) 15A BREAKERS NOTES: 3, 4, 8, 9 24V TO -48V CONVERTER W/ 2KW MODULES NOTES: 3, 4, 7 OUTDOOR CABINET BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA AWS LTE BBU NOTES: 1, 2, 5 (2) 1 /C 1 AWG CLASS B IN 1 1/2" LFMC CONDUIT V6 V6 NOTES: 3, 4, 5, 6 ALARM CABLE NOTES: 1, 2, 5 66 BLOCK NOTES: 3, 4 ALARM CABLES NOTES: 3, 4, 28 SIAD NOTE: 10 BY OTHERSJ NETWORK INTERFACE DEVICE (VARIES BY MARKET) � NOTE: 12 2 AWG '--- 6 AWG CHASSIS GND SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 6 AWG (TYP FOR 3) ALCATEL-LUCENT 9412 CABINET W/2 9926 (BBU) NOTES: 1, 2, 5 6 AWG - (2) 2 AWG TOWER/ROOFTOP EQUIPMENT LOCATED AT GROUND LEVEL 6 AWG GPS ANTENNA do SURGE SUPPRESSORS NOTES: 3, 4, 27 2 COUNT, SINGLE MODE FIBER CABLE NOTES: 1, 29 5 (TYP FOR 2) 1" LFNC CONDUIT (W/ PULL STRING) NOTES: 3, 4, 6 2 AWG 1. FURNISHED BY ALU/AT&T. 2. INSTALLED BY ALU OR AS SCOPED BY MARKET. 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. 5. FINAL CONNECTION BY ALU OR AS SCOPED BY MARKET. 6. OPEN END OF CONDUIT TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. 7. ARGUS 053-997-20-0000 DUAL FEED DC -DC CONVERTER WITH 012-526-20-040 2KW MODULES. 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED SEPARATELY. 9. BREAKERS TO BE TAGGED AND LOCKED OUT. 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO THE NETWORK INTERFACE DEVICE. WHEN IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 1 O BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH SPECIAL CONNECTOR. 11. DELETED 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 14. SEE DETAIL 1408 FOR FOR DC POWER CABLE SIZES. 15. FIBER AND POWER DISTRIBUTION BOX W/48V DC SURGE SHALL BE RAYCAP MODEL DC2-48-60-0-9E. 16. DC SURGE SHELF SHALL BE RAYCAP DC6-48-60-RM. SEE DETAIL 1409 FOR INTERNAL WIRING DIAGRAM. 17. FIBER AND POWER DISTRIBUTION BOX SHALL BE RAYCAP FC-12-PC6-10E. 18. SEE DETAIL 1411 FOR INTERNAL WIRING DIAGRAM. 19. SEE DETAIL 1417 FOR INTERNAL WIRING DIAGRAM. 20. SUPPORT FIBER do DC POWER CABLES WITH SNAP -IN HANGERS SPACED NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE AND EXIT OPENINGS. 21. CONDUIT TO BE USED ON A TOWER IF THE RRH IS MORE THAN 10' FROM THE DISTRIBUTION UNIT. MAXIMUM CABLE LENGTH IS 16 FEET. 22. SINGLE -CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX° OR KS24194"", COPPER, UL LISTED RHH NON -HALOGEN, LOW SMOKE WITH BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 do 10 AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR 24V AND 48V RETURN CONDUCTORS. MULTI -CONDUCTOR DC POWER CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT PVC JACKET, TYPE TC, UL LISTED FOR 90'C DRY/ 75-C WET INSTALLATION. 23. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90-C DRY/75-C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED OTHERWISE. 24. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET FOR APPLICABILITY. 25. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS SCOPED BY MARKET. 26. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO CONVERTER SHALL NOT EXCEED 44 FT. 27. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL CABLE CONNECTION. 28. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. SYSTEM DIAGRAM, TOWER/ROOFTOP SITE WITH OUTDOOR BASE BAND ON GRADE AND RRH'S ON TOWER/ROOFTOP DETAIL 14 O SCALE: N.T.S. �01 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION I ANAl SB RC NO.1 DATE I REVISIONS I BY I CHK J P' SCALE: AS NOTED I DESIGNED BY: MG DRAWN BY: MG SYSTEM DIAGRAM JOB NUMBER DRAWING NUMBER 25736-415 T3- NYNYNY0801 - EO1 SIZE 22 x REV 0 NSI D U) L - a� m ° o �Q 3' >c � v v v ac 0 0 -w v U O m °- o c U o — c +; �_c c U v � m �a v 3 E o -° wto c r v Ln c N � U v v U +' 0 0 U O 0- 0 0 0 v v i a� =3 � a 0 C 0 E o v •v L w o C o v C c cn o c 0 O � U c o � v m 0- 0 .c: c a� o a a0 c o _c v .c E� o +� c � '- v v c .� o •- 'C 0 o U H c� c •o a c� 0 U > 0 E� 0 0 a� � rn c 0 O 3 00 L_z 0 CL L � O O U •� +w+ •E -0 a Q0 m c a� O 0-0 U aQ ALCATEL-LUCENT 9412 CABINET W/2 9926 (BBU) 48„ ocE INPUT eAM 700 ALARM 1+ JACKS ALCATEL-LUCENT I+ 9926 (BBU) 48V DC B 700MHz INPUT I ALARM SACKS o FIBER PORTS GND 1 2 3 4 5 6 T1 RJ45 O00❑OOil JACKS eAM 1900 OR AWS ALARM JACKS ALCATEL-LUCENT �n I I Ed 9926 (BBU) 48VDC OR AWS INPUT «« I ALARM I SACKS FIBER PORTS GND 1 2 3 4 5 6 T1 RJ45 pppppp JACKS SUPPORT ;; (4) 1 /C 4/0 AWG STAND ' POWER CABLES 2 AWG INSTALL (2) (N) 250A BREAKERS TO GROUND I r OV 24V (+) PART OF DC POWER PLANT CRGB BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA (2) 1 AWG 1 /C POWER CABLES 0 0 m 6/C 8 AWG POWER CABLES NOTE 12 1+ 1+ I+ I+ C I+ U I 00 00 00 00 00 00 nr- SEE cn 33 cn cn 33 cn v 3 ALARM �n I I �n I I I I I «« I I I I CABLE << w m m U U << I m m C I I I r 7NCI OV (NOTE 11) (NOTE 11) SEE NOTE 13 (TYP) C WWWWWW DC SURGE SHELF RAYCAP DC6-RM (NOTES 2, 8) r-rnr-T+]F-T+rn I - I + I - I + F -_n 9 A A A A +24V INPUT FEED A (NOTE 3) +GND 0/P (NOTE 4) - GND I/P �- 6 AWG TO EQUIP. CABINET GROUND BAR D-- (12) 1 /C 12 AWG POWER CABLES +24V INPUT FEED B (NOTE 3) FACTORY WIRING (NOTE 3) 11 OV I I L__ _J :JUNCTION BOX (NOTE 14) 24V TO -48V CONVERTER WITH INTEGRAL -48V BREAKER PANEL (NOTE 2) 2 AWG 6 AWG (NOTE 10) � —l— (NOTE 5) TO EQUIP. CABINET GND BAR ALARM TERMINAL BLOCK 2/C POWER CABLES (6 TYP) (NOTE 6) 1900 OR AWS SECTOR A 700 SECTOR A NOTES 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A -AWS+". 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. 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. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE, 1/40 ON 5/8" CENTER. 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. 11. THE BARE WIRE OF EACH MULTI -CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE EQUIPMENT CABINET GROUND BAR. 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. 13. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. 14. PROVIDE A JUNCTION BOX, AS SCOPED BY MARKET, TO COIL EXCESS DC POWER AND OPTICAL FIBER CABLES. (FIBER CABLES NOT SHOWN FOR CLARITY.) SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION N0. DATE I REVISIONS SCALE: AS NOTED DESIGNED BY: MG i 6 AWG TO GROUND i � 6 AWG ALARM - CABLE TO GROUND 700 SECTOR B U M C i U M 0o �I AWG SEE JUNCTION BOX NOTE 13 WHEN REQUIRED - TO _ QI ix 0- w ix oCL (NP) 0 X30• p9) ( w O o LL_ a I w O ❑ i L_ I _J NC a M °' w Ix o A -AWS+ w� + o A -AWS- - ZU' - Lo z o a A-700+ + m Q + - ❑ a ILL.Q _ 0 a B -AWS+ 7l7 7 + a[+R0 B -AWS- DISTRIBUTION B-700+ WITH NOTES 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A -AWS+". 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. 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. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE, 1/40 ON 5/8" CENTER. 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. 11. THE BARE WIRE OF EACH MULTI -CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE EQUIPMENT CABINET GROUND BAR. 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. 13. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. 14. PROVIDE A JUNCTION BOX, AS SCOPED BY MARKET, TO COIL EXCESS DC POWER AND OPTICAL FIBER CABLES. (FIBER CABLES NOT SHOWN FOR CLARITY.) SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION N0. DATE I REVISIONS SCALE: AS NOTED DESIGNED BY: MG i 6 AWG TO GROUND i � 6 AWG ALARM - CABLE TO GROUND 700 SECTOR B U M C i 0o 6 AWG SEE JUNCTION BOX NOTE 13 WHEN REQUIRED - TO _ GROUND ix 0- w ix oCL (NP) 0 X30• p9) ( a 1900 OR AWS o LL_ a I I SECTOR B ❑ i L_ I _J NC - M C w- 0 .- A -AWS+ + + oCL w m A -AWS- - - z o a A-700+ + + + - ❑ ❑ A-700- _ B -AWS+ + FIBER do POWER + r B -AWS- DISTRIBUTION B-700+ WITH I I + 48V SURGE PROTECTION + B-700 _ RAYCAP DC6_ J C -AWS+ + (NOTE 7) + C -AWS- 6 AWG C-700+ C-700- + + TO GROUND 1900 OR AWS SECTOR C 2 AWG U ALARM CABLE DiTO 66 BLOCK TO GROUND ~ a a 1 I I o UJ m (THIS SHEET) I I � o L_ _J a: Q ♦ 1+11-1c] ❑ NOTES 1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A -AWS+". 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. 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. 5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2 -HOLE, 1/40 ON 5/8" CENTER. 6. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM LENGTH. 7. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. 9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. 10. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR ENCLOSURE. 11. THE BARE WIRE OF EACH MULTI -CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED, SHALL BE CONNECTED TO THE EQUIPMENT CABINET GROUND BAR. 12. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. 13. WHEN A 1900 RRH IS USED INSTEAD OF AN AWS RRH CABLE LABELS SHOULD REFLECT CORRECT FREQUENCY BAND. 14. PROVIDE A JUNCTION BOX, AS SCOPED BY MARKET, TO COIL EXCESS DC POWER AND OPTICAL FIBER CABLES. (FIBER CABLES NOT SHOWN FOR CLARITY.) SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION N0. DATE I REVISIONS SCALE: AS NOTED DESIGNED BY: MG i 6 AWG TO GROUND i � 6 AWG ALARM - CABLE TO GROUND 700 SECTOR B ��- 6 AWG TO GROUND 700 SECTOR C U M C i 0o 0 3 ix 0- w ix oCL 0 m a 0 o LL_ a t 1+1 --Io ❑ ��- 6 AWG TO GROUND 700 SECTOR C i q� —1—� 6 AWG TO GROUND WIRING DIAGRAM, OUTDOOR BASE BAND AND RRHs ON TOWER/ROOFTOP, DC/DC CONVERTER, DC6 DETAIL 41 SCALE: N.T.S. �O2 ANAI SB I RC BY I CHK P' DRAWN BY: MG 0 at&t RRH WIRING DIAGRAM JOB NUMBER DRAWING NUMBER REV 25736-415 T3-NYNYNY0801- E02 0 U M 0o 3 0- w o In 0 0 LL_ a qo 1+1-10 ❑ i q� —1—� 6 AWG TO GROUND WIRING DIAGRAM, OUTDOOR BASE BAND AND RRHs ON TOWER/ROOFTOP, DC/DC CONVERTER, DC6 DETAIL 41 SCALE: N.T.S. �O2 ANAI SB I RC BY I CHK P' DRAWN BY: MG 0 at&t RRH WIRING DIAGRAM JOB NUMBER DRAWING NUMBER REV 25736-415 T3-NYNYNY0801- E02 0 L N � M ° -4-1� o 3 Q v ° a� - O t U O m n. I O U °c a� _c c: C U m 0 3 E O v +n N c U v� O U O L 0- L c O v •v � c� o U 4j Lhc �0 :3�° 0 w .o !E o o ° cc .N 0 c -� O v U L +� c U O E m �O o .� c v +' ° a� cf) a 0 0 C� c +' O rn � •L v E v Et o --1 c u, t a� O o U S •v Q c o U > E O .o 0 v a� � rn ri =v c Nv co c «, O 3 v 0 �- z O a L � O 0 U -co co .Z 'E -0 U N Z m � � c 0 rn 3L 0-0 O •-- U aQ ELECTRICAL INSTALLATION NOTES (AS APPLICABLE; 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR - CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75-C (90-C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 23. CABINETS, BOXES„ AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES„ AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) (OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SIHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON - CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND, PROPERTY. 115 DETAIL E03 SCALE: N.T.S. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) 1. RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION OR REPLACEMENTS. 2. SEE DETAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. 3. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR REPLACEMENTS 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECHNOLOGIES PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH A CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR DIRECTLY ADJACENT. 5. T1 TVSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR TVSS PRESENCE AND REPORT FINDINGS TO CONTRACTOR. 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ARTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE. rll-7NN DETAIL E03 SCALE: N.T.S. TRANSPORT T1 LINES 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA N.T.S. 70), CHAPTER 8. Rl METER 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS -OCCUPIED, RBS COMPRESSION TYPE CONNECTION INDOORS -UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED REQUIRED BY THE NEC. RADIO FREQUENCY RGS 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. 4. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A DEVICE COMPUTER- PRINTED SELF -LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE TO BE RESOLVED "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: VIF SYMBOLS S/G SOLID GROUND BUS BAR S/N SOLID NEUTRAL BUS BAR SUPPLEMENTAL GROUND CONDUCTOR oTo 2 -POLE THERMAL -MAGNETIC 0 CIRCUIT BREAKER 01-11N SINGLE -POLE THERMAL -MAGNETIC 0 o CIRCUIT BREAKER J@ CHEMICAL GROUND ROD MIN GROUND ROD N.T.S. DISCONNECT SWITCH Rl METER ■ CADWELD TYPE CONNECTION RBS COMPRESSION TYPE CONNECTION --- GROUNDING WIRE ABBREVIATIONS AGL ABOVE GRADE LEVEL AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE BTS BASE TRANSCEIVER STATION (E) EXISTING EG EQUIPMENT GROUND EGR EXTERNAL GROUND RING EMT ELECTRICAL METALLIC TUBING GEC GROUNDING ELECTRODE CONNECTION GEN GENERATOR GRC GALVANIZED RIGID CONDUIT IGR INTERNAL GROUND RING (HALO) IMC INTERMEDIATE METALLIC CONDUIT MGB MASTER GROUND BAR MIN MINIMUM N.T.S. NOT TO SCALE PVC RIGID (SCH.40) POLYVINYL CHLORIDE CONDUIT RBS RADIO BASE STATION REF REFERENCE REQ REQUIRED RF RADIO FREQUENCY RGS RIGID GALVANIZED STEEL RWY RACEWAY SIAD SMART INTEGRATED ACCESS DEVICE TBD TO BE DETERMINED TBR TO BE RESOLVED TYP TYPICAL VIF VERIFY IN FIELD 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 � ABBREVIATIONS &SYMBOLS LEC CCTV E03 SCALE: N.T.S. F NE � � M W at&t BECHTEL ASSOCIATES SITE NAME: FISHERS ISLAND PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0801* ELECTRICAL, TVSS F B CHTEL CORPORATION a & �= � & S NOTES, ABBREV. A UNIT 0 E ORIENTAL AVENUE AND ETTRICK AVENUE 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION ANA SB RC SYMBOLS 5275 WESTVIEW DRIVE FISHERS ISLAND, NY 06390 NO. DATE REVISIONS BY CHK P' �Fo X45439-� �c*�'? JOB NUMBER DRAWING NUMBER fREV' FREDERICK, MD 21703-8386 USA '°R�SCALE: AS NOTED DESIGNED BY: MG DRAWN BY: MG 25736-415 T3-NYNYNY0801- E03 SIZE 22 x 34' AfTSI D c. = 0 2;s t- U ;n 0 O m� 0 ad . a •3 v ° a� O v U O m a I O c U O — c w >% = c:U v v m a� v 3 E 0-0 4-- ' c �rll v L0 c N "v U 0 -° O I- 0-0 U 0- v o L c O v -v cn o C' U +' =v � E "v U O v� WN -0 :c O c O c c cn v c +� O v � t c o L v a E m O o .� v +' v •�= v CL 0 0 a� c 0� v � E a� L� 0 -� c � v a -v 'CO 0 :2 U 'o Q c� O U ] E O � rn c Ki c 0 0 N N c� O 3 vZ O a L � O U 0 co �_ +; •E -0 N aUi 0. m cn c O O; _w -tf U _w �3s •� v a 0` • 0 •a< GROUNDING NOTES (AS APPLICABLE) 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 11100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 15. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 16. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 17. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. I8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 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 CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PWC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. �13 DETAIL E04 SCALE: N.T.S. BECHTEL ASSOCIATES PROFESSIONAL CORPORATION A UNIT OF BECHTEL CORPORATION or 5275 WESNIEW DRIVE FREDERICK, MD 21703-8386 USA SITE NAME: FISHERS ISLAND SITE NUMBER: NYNYNY0801 ORIENTAL AVENUE AND ETTRICK AVENUE FISHERS ISLAND, NY 06390 NEWTON INSTRUMENT COMPANY, INC. BUTNER, N.C. OR APPROVED EQUAL NO. REQ. PART NO. DESCRIPTION 0 1 1 /4"x4"x30" SOLID GND. BAR O2 2 A-6056 WALL MTG. BRKT. r�3 2 3061-4 INSULATORS ® 4 3012-1 5/8"-11 x 1 " H. H.C.S. Fg 1 4 1 3015-8 1 5/8 LOCKWASHER DOUBLE CRIMP CONNECTION INTERIOR GROUND RING 2 6 AWG STRANDED Cu WIRE WITH GREEN, 60OV, THWN INSULATION (SUNLIGHT RESISTANT) OR BLACK MARKED AS REQUIRED BY NEC GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER EXOTHERMIC WELDS L ANGLE SHOWN TO ILLUSTRATE WELD 1 2 l 0 5 (WELDING ROHIBITED 4 \ AT THE LOWEST 0 ON ROOFTOPS) 0A POINT ON THE BAR 0 13" 2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR. 4 EXOTHERMIC EXOTHERMIC WELD TO BURIED 13" 1 WELD GROUND RING AND GROUND BAR EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. SECTION "P" - SURGE PROTECTORS CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) TELCO GROUND BAR (2 AWG) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) +24V POWER SUPPLY RETURN BAR (2 AWG) -48V POWER SUPPLY RETURN BAR (2 AWG) RECTIFIER FRAMES. COAX SUPPRESSION 6-1 •� •�' INTERIOR GROUND RING (2 AWG) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) BUILDING STEEL (IIF AVAILABLE) (2 AWG) SECTION "I" - ISOLATED GROUND ZONE ALL COMMUNICATIONS EQUIPMENT FRAMES. ISOLATED GROUND BAR - IGB (2 AWG) DETAIL NOTES: 1. EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION ("P", "A", "I") WITH 1 " HIGH LETTERS. (RGB) REFERENCE GROUND BAR — DETAIL 119 E04 MASTER/EQUIPMENT GROUND BAR DETAIL SCALE: N.T.S. Rol 118 E04 INSTALLATION OF GROUND WIRE TO COAX CABLE GROUND BAR DETAIL SCALE: N.T.S. TO TOWER MOUNTED AMPLIFIER UNITS (TMA) (WHEN REQUIRED) AND RECEIVE ANTENNA RX1/RX2 JUMPER CABLES—/ I CONNECTOR WEATHERPROOFING KIT (TYP.) FROM TMA (WHEN REQUIRED) NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO CIGBE 2. EXISTING CIGBE MAY BE USED IN CONVENIENTLY LOCATED. 122 E04 0 04/23/13 LTE -ISSUED FOR CONSTRUCTION 10. DATE REVISIONS SCALE: AS NOTED IDESIGNED BY. MG RX 1 /RX2 TO TRANSMIT ANTENNA 1 CONNECTION OF GROUND WIRE TO GROUND BAR SCALE: N.T.S. WEATHERPROOFING KIT (TYP.) i _ANTENINA CABLE KIT (TYP.) 181", STANDARD GROUND KIT (TYP.) (SEE NOTE) -#6 AWG STRANDED Cu WIRE WITH GREEN, 60OV, THWN INSULATION (SUNLIGHT RESISTANT) CIGBE (GROUND BAR), REFER TO DETAIL 118/EO5 TO NEAR/ BELOW ANTENNA SEE NOTE 2 #2 AWG Cu STRANDED WIRE WITH GREEN, 60OV, THWN INSULATION (SUNLIGHT RESISTANT) BONDED TO STRUCTURE OR BOTTOM GROUND BAR. GROUNDING NOTES & DETAILS ANA SB RC C BY CHK PFO �45439'� �?JOB NUMBER DRAWING NUMBER REV DRAWN BY: MG pROFESS+oNI� 25736-415 T3-NYNYNY0801- E04 0