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HomeMy WebLinkAbout38335-Z Town of Southold Annex 9/24/2014 P.O.Box 1179 1A. _ 54375 Main Road W Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37171 Date: 9/24/2014 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 415 Eiljahs Ln, Mattituck, SCTM#: 473889 Sec/Block/Lot: 108.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/24/2013 pursuant to which Building Permit No. 38335 dated 9/18/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: modify existing telecommunications facility(antennas& electronic equipment)as applied for. The certificate is issued to GOBIL LLC&Goeller Family Sury Trust (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38335 11/26/13 PLUMBERS CERTIFICATION DATED Autho ' ign ure TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 1 *Do* BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38335 Date: 9/18/2013 Permission is hereby granted to: GOBIL LLC & Goeller Family Sury Trust 6915 SE Harbor Cir Stuart, FL 34996 To: Modify the existing Telecommunications Facility (antennas & electronic equipment) per Planning approval At premises located at: 415 Eiljahs Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-11.3 Pursuant to application dated 1/24/2013 and approved by the Building Inspector. To expire on 3/20/2015. Fees: WIRELESS COMMUNICATIONS -MODIFICATIONS $500.00 CO -COMMERCIAL $50.00 Total: $550.00 Building Inspector Y � �h 3 r ra "i"",gr as ra.mayr k '� � " • �r� a`�' x' � � �^ 3 Res v � �. iuL 4 x9 da' W"T 7 1. - a For 6 `�.a, �' �� - 2 moi. yy 4 � cs S• � � � b .a k �, � S x s 2. 3 � S - ! s su 1 v^� '�h M i &• c I1 , lt711A71 M 00 3. 4. r r �IT *Uppad #AoM6ad=w sx1M*tcps NowConstraoliaa. �'��; t,a�� ��AW, (pct ►) Location of ' ': 415 ► k Rou­ft No. Owner or sera flfProparty: Wi1#�m Y.8rwCW soda , artA:t ler,k.'sed P Suffolk County Tax Map No 1000,Section $logic : 4 lot 113 Subdivision Filed PermitNa. Data ofPemnit. Apptirctt• �tayrn i�tirsw P i» �" 1''} Health Dept.Approval: Underwriters Approval Planning Hoard Approval: NIA Request for: Temporary Certificate Final Certificate: (mac ow) Fee Submitted:S 50.00 New LLC' gY: DwS�=_&lfw=sl2 Shore Witekss,Inc., SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(ci)-town.so utho Id.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: AT&T Address: 415 Elijahs Ln City: Mattituck St: NY Zip: 11952 Building Permit# Section: 108 Block: 3 Lot: 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: A Lee Electric Inc License No: 4236-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: install low voltage power supply (48 volt), surge protector, suppIting power to RRH and antena Notes: Inspector Signature: Date: Nov 26 2013 81-Cert Electrical Compliance Form.xIs ,`0 6 N • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -4 � SII DATE INSPECTOR -/Z.,W4 �I �I v �I • e �tt iNsMATION PM N.Y. �I STATZ MI;A' • r Bad �I 011 ITAVATMIM— �I r r • • r t: --------- - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plana TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net. PERNIIT NO. 33 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined� ,ZU Storm-Water Assessment Form Contact: Attorney for Applicant:. Approved �/ 24'3 Mail to: Re;Nielsen,Huber&Coughlin,LLP Disapproved d < 1 36 N.New York Ave.,Huntington,NY 11743 _�/ Phone: 631-425-4100 Expiration 20�lS V ffji uilding nspector •APPLICATION FOR BUILDING PERMIT Datei cl, n v,=,,CL! ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Piot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. New Cingular Wireless PCS,LLC (Signature of applicant or name,if a Limited Liability Company 1444 E.Jericho Tpke.,Huntington,NY 11743 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor, electrician,plumber or builder w Applicant is Lessee Name of owner of premises William J.Baxter,Jr.,Patricia Baxter,and Robert-A.Goeller,Jr.,and Jane P.Goeller limited liability company (As on the tax roll or latest deed) Ne lica�t' a e *neignature of duly authorized officer ame and title tP6NW5 M), Doug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Builders License No. Plumbers.License No. N/A _ Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 415 Eliiah's Lane Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 108 Block 4 Subdivision Filed Map No. yeJeN sum ..:d.•1.w • ,tnnn'.) oaa�iR of by�ilea� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Commercial building and public utility wireless tel facility b. Intended use and occupancy Public Utility Wireless Telecommunications Facility 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition 'Other WorkL_essee/Applicant propose to modify/upgrade its exising public utility wireless telectitnmunications facility as depicted in the plans submitted herewith. (Description) 4. Estimated Cost V.5; nc U , C O Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A —Number of dwelling units on each floor If garage, number Of Cars Commercial building 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 iS Vi9 11,E), movier-C k,.�ktsh nol G x 2 1 1 _ New (rnju. w- wet etw pmt U-6�_A - J Dimensions of same structure with alterations or additions: Front Rear Depth ����Heigccht Number of Stories 8. Dimensions of entire new onstru ttotAront Rear Depth Height Number of Stories r)c Gt a_-1C o / 80,494.15 square feet � 9. Size of lot:Front Rear Depth 10.Date of Purdhase 4/2/1971 Name of Former Owner William J.Baxter,Jr. 11.Zone or use district in which premises are situated Limited Business(LB) 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 William J.Baxter,Jr.,Patricia Baxter,and'Robert A.Goeller;Jr., 14.Names of Owner.of premises and Jane P.Goeller Address c/o 415 Llijah'ss� Lane hone No.7?a- Z 7 S—L/t-(4 Z Name of ArchitectBechtel Associates Professional CorpAddress r Phone No jgt7 L 5-71- (P7 3 Name of Contraetor9rr.tn+t.1 ►e-g-h rncAn Address loo P�Dn ocsw tc Phone No.ae-j,, 5-7 r _ n 7 Q Q-IS Mao+-�mle 4 N=Q 7(oq 15 a.is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES NO x *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this propertywithin 300 feet of a tidal wetland?* YES NO x * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17, If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES x NO * IF YES,PROVIDE A COPY. ` STATE OF NEW YORK) SS: COUNTY OF -t)o✓c N A t,-1_ being duly sworn,deposes and says that(s)he is the apples (Name of individual signing contract)above named, President of Shore 2 Shore Wireless,Inc.,Agent for Applicant-New Cingular Wireless PCS,LLC, Lessee (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work.will be performed in the manner set forth in the application filed therewith. Sworn?before me this �,,(dav oof f 20 New lar Wireless PCS,LLC ,(/+�-/t/4 By: Notary Public Signature of Applicant -Patrick S. O'Rourke Doug Hall,President of Shore 2 Shore Wireless,Inc.,Agent for Applicant Notary Public 3toft of New York No. 01OR6252091 - Quomw in NO MIM County co®midon Exoinw itc. So 2flf ' FOR INTERNAL USE ONLY SITE PLAN USE DE TERIIAINATION `43 Initial Determination Date sent:__1____f Project Name: &Obi I ,--� �oP r � Project Address: 1 Suffolk County Tax Map No.:1000- 2 -- q- - f 1 3 Zoning District- Re u istrict:Requ (Note: Co of uiiding Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: Signature of Building inspector Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: I / Comments: Signature of Planning Dept.-Staff Reviewer Final Determine ion Decision: Sinnatt�rr� of Rnildina InsnPctnr FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Dafe:____L_/ Datesent Project Name:_ 6o0bl Project Address: AN ALL#. Suffolk County Tax Map No.:1000--to 2r - - /1. 3 Zoning District:_L15 Re u, s, r (Note: Co of uiiding Permit Application and supporting documentation a�$ to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: ,A Initial Determination as to whether site plan is required: Signature of Building Inspector Planning Department (P.D.) Referral- P.D. Date Received: / aQ / I Date of Comment: 1 Comm W ts: / VQ& VCC JAN 2 9 MJ `Signature'of dinning-Dept.,.. to viewer Final Determination 1- 7TONOF � E Date: / / 013 Decision: HOLD Rionnh irp of RMIrlina Insnpctor MAILING ADDRESS: PLANNING BOARD MEMBERS OF S0 P.O. Box 1179 DONALD J.WILCENSKI O�� yQl Southold, NY 11971 Chair h OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR liY`OU '� Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza,AICP, Planning Director NL Date: April 12,2013 Re: Planning Department Report AT&T/New Cingular Wireless LTE modifications and upgrades SCTM#1000-108.-4-11.3 415 Elijah's Lane, Mattituck As an addendum to the attached SPUD , the Planning Department has conducted a review of the proposed LTE modifications pursuant to §280-74 B.(2), and has received a report from our wireless technical consultant, Cityscape, Inc. We have the following recommendations for this application: 1. The application is not in compliance with all the General Requirements §280-70. In particular, the existing structure is not capable of safely handling the load proposed according to our consultant Cityscape(see attached report from Cityscape, as well as the Structural Modification Report from GPD Group dated October 24, 2012). The tower structure must be brought into compliance prior to any wireless modifications being done. The applicant has stated to our consultant that they will do so, and it is our recommendation that the following be completed prior to a building permit bein issued for the wireless LTE modification: a. Upgrade the tower structure as per the Structural Modification Report from GPD Group dated October 24, 2012 (attached). b. Require the applicant to notify Planning and our consultant Cityscape when the structural upgrades have been completed, and obtain certification from Cityscape that the structural upgrades have been constructed as approved. AT&T/New Cin lar(ate Baxter Page Two April 12, 2013 2. Once the structural upgrades have been verified as completed by our consultant Cityscape, the building permit for the wireless LTE modifications may be issued. The proposed LTE modifications and upgrades shall be consistent with the construction drawings dated January 11, 2013. Thank you for your cooperation. -15 MAILING ADDRESS: PLANNING BOARD MEMBERS *rjF S I P.O.Box 1179 DONALD J.WILCENSKI ��� yOIO Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G • 54375 State Route 25 JAMES H.RICH III �`p (cor. Main Rd.&Youngs Ave.) MARTIN H.SIDOR �I COUrarN� Southold,NY Telephone:631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18, 2014 C?r n Gobil, LLC ;!� FEB 19 2014 32495 Main Road j Cutchogue, NY 11935 r .:c, ��FT. Re: Wireless Communication Facility Inspection --- Located at 415 Elijahs Lane, Mattituck, NY SCTM#1000-108-4-11.3 Dear Sirs: According to our records, you are the owner of a particular communications tower located at 415 Elijahs Lane in Mattituck, NY. We are writing to inform you that the Southold Town Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted an inspection of this site on January 29, 2014. At this inspection, it was found that the structure has numerous cellular antenna arrays installed which are not in compliance with the structural analysis and the preference of the Town of Southold. Additionally, all feed lines are to be installed internally within the monopole structure. This matter must be rectified in order to be brought into compliance with both the ANSI/EIA/TIA-222 tower safety standards for Suffolk County New York and the Southold Town Code. If you have any questions regarding this site plan or its process,please do not hesitate to call this office. Very truly yours, �fgas Brian A. Cumm Planner cc: Southold Town Building Department Enc. (Cityscape Report) MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSKI *OF so(/TSouthold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III ,� • �O (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOROl�•��V i11 Southold,NY I�I, Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 18, 2014 John Coughlin, Esq. c/o Rk Nielsen, Huber & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades. 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 Dear Mr. Coughlin: The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., conducted a final site inspection of the LTE modifications referenced above on January 29, 2014. Based on that site inspection, we have received a report from our consultant stating that in order to receive a Certificate of Occupancy for your recent installation, you must rectify the following conditions: 1. Certify the noise level from the emergency power generator is compliant with Section §180-6 in the Town of Southold Code. 2. All feed lines must be installed within the monopole structure in accordance with.the Structural Analysis. Please submit information to the Planning Department at your earliest convenience; if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Brian A. Cummings Planner cc: Southold Town Building Department Enc. (Cityscape Report) State of New York • Telecommunications Site Review Consultants, Inc. Inspection 7050 West Palmetto Park Road,#15-852 Boca Raton,FL 33433 Tel:877-438-5871 Fax.877.220-4593 February 6,2014 �` 17 Heather M.Lanza,AICP ' Planning Director Town Hall Annex Building ' FEB 112014 53095 Route 25 Southold,New York 11971 y RE: Inspection: Carrier: AT&T Mobility Site/Facility: NYNYNY0228 Address: 415 Elijah Lane Dear Ms.Lanza, At your request on behalf of The Town of Southold in New York,CityScape Consultants, in its capacity as telecommunications consultant for the Town, provided the Town recommendations regarding an application for facility upgrade from AT&T Mobility C'Applican/}. The Applicant proposed to make antennas and electronic equipment modifications to an existing monopole-type support structure. In August of 2013 the Applicant submitted an application to install a generator. Subsequent to the final recommendations there were changes and modifications requested and there were a corresponding number of CityScape reviews and recommendations. The initial request included requirements regarding a previously approved application from MetroPCS to extend the tower height to 126 feet and add new antennas and ground based electronics equipment. During the period from that approval to current T-Mobile has merged with MetroPCS. Shown in figure I is the probably antenna arrangements. The facility is owned by Gobil, LLC. and is physically located at 415 Elijah's Lane in the Town of Southold,see figure 2. On January 29,2014 CityScape conducted an inspection of the site to confirm that AT&T had met the provisions of the application and permit. The AT&T upgrade was not consistent with the recommendations. CityScape found there are other concerns that include all applicants. Starting with all carriers each antenna array has feed lines outside the monopole structure. That is inconsistent with the structural analysis which states that all feed lines are internal except for the proposed new AT&T lines, see figure 3. CityScape recommended,as a condition for permit, that all AT&T feed lines were to be installed inside the monopole. Regardless of the AT&T feed line location the structural analysis is incorrect because the analysis considered all feed lines,less the new AT&T lines, to be internal; all feed lines are currently external, see figure 4. There are more remaining questions than findings of compliance;the carrier T Mobile is supposed to have 3 existing antennas at 65 feet, yet there are no antennas mounted at that level. There is a T- Mobile ground mounted base station at the site, see figure 5, and there are feed lines from the T- Mobile base station going up the outside of the monopole, but the only confirmation is those lines went above the 65 foot level. Where the lines terminated we don't know. Carrier:AT&T Site/Facility:NYNYNY0228 O Southold,New York Consultants, inc. February 6,2014 Page 2 Telecommunications Site Review New York Inspection Finally AT&T did propose and has installed an emergency power generator but there is no certification that the noise level is compliant with the Town Codes. CityScape finds the installation of AT&T will require feed lines to be installed internally, all feed line access ports be sealed to prevent access by birds and other wildlife and AT&T shall provide documentation the generator is compliant with Town noise levels. In addition the tower owner shall be notified the installation of all carrier's feed lines are inconsistent with the structural analysis and must be brought into agreement with the existing analysis from GPD Group dated June 5, 2013. Respectfully submitted, Richard L.Edwards Ci Sc e Consultants Inc. R'1 vT„.aHl. ZF'�•�•�7 Y F-f p l fri+ A C" t Figure 1. Probable Antenna Array Locations Carrier: AT&TMMUNMEN Site/Facility:NYNYNY0228 G a 1 Southold,New York Consultants, Inc.February 6,2014 Page 3 ii Telecommunications Site Review New York Inspection D.Lorm Sb. tAtlasUSAAD2008 dl AT&T a a a Data use sutyect to(cense. A 0 DeLonre_DeLamte Street Atlas 11SAD 2008. 0 100 800 1200 1600 2000 www.delorrrw com MN(13.8`M Data Zoom 1" Figure 2. Site Location Carrier:AT&T _ Site/Facility:NYNYNY0228 �► Southold,New York February 6,2014 Consultants, Inc. Page 4 Telecommunications Site Review New York Inspection TowKMagafa Summary Form Ifif1., 7MYMw..r..�wMM..�1.aR.ww.yAMf►.MLLwM TOM~ • Be rr .nr.r M.M.- L ON Figure 3. Feed Line Routing From Structural Analysis . 1_ i - A x -E f r 4"k. s Le �r q 1 Ore Ir' -ad i �3 y �1 t.1'Syy. ! ,y..•pr e r - y{ 4st Ilk1iA.:4v 1 •� . y � r � ��{+s,ter ��'� •• � � �fj�T�l y': � �;3""�f'_i V VS Ad i f ,t't +• :ase,' k I'! 'fir. ♦ t ��+" �. y,a r •.t , h ' a �;z •. - � ' � r j `"�" y "�, .,y- `may -" ,a.'• � � �,, " MAILING ADDRESS: PLANNINGBOARDOARD MEJ. MBERS O��QF SO(/ryOl South 1d,ox 1179 NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G Q 54375 State Route 25 JAMES H.RICH III �0 �� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR IyCOwn� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov I� << PLANNING BOARD OFFICE I` TOWN OF SOUTHOLD I Auv 2 2 -- RuN, DEPTMEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Heather M. Lanza, AICP, Planning Director�� Date: August 22, 2014 Re: Planning Department Report AT&T/New Cingular Wireless LTE Modifications and Up-grades 415 Elijahs Lane, Mattituck SCTM#1000-108-4-11.3 The Planning Department, together with the Town's Wireless Technical Consultant, Cityscape, Inc., has completed their review of the LTE modifications referenced above. With regard to the Planning Board letters dated February 18, 2014 and August 8, 2014, all changes and modifications have been constructed in accordance with the provided construction drawings. The Engineer's certification letter from Richard Coad, P.E., dated March 28, 2014, has been found sufficient with regard to Item #2 in the February 18, 2014 letter. We have found that the LTE modifications and up-grades are in compliance with the General Requirements of§280-70, therefore, we recommend a Certificate of Occupancy be issued for this application. Thank you for your cooperation. TOWN OF SOUTHOLD COUNTY OF SUFFOLK: STATE OF NEW YORK --------------------------------------------------------------------------------------X In the Matter of the Application of New Cingular Wireless PCS, LLC AUTHORIZATION OF OWNER At the premises("Premises"): 415 Elijah's Lane Northwest corner of intersection of Elijah's Lane and State Route 25 Mattituck,New York Section 108,Block 4,Lot 11.3 --------------------------------------------------------------------------------------X F 14,rOo STATE OF W1iJ* C ) iow+m ) SS.: COUNTY OF 8k4F+E+l{ ) William J. Baxter,being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 108, Block 4, Lot 11.3 (the "Premises" hereafter), and do hereby authorize New Cingular Wireless PCS, LLC ('AT&T' hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for the upgrade/modification of its public utility wireless telecommunications facility. As such,I will fully cooperate with AT&T and its agents in obtaining any required Approvals. By: Sworn to before me this 111111111111Iq Z�o day of�o\re4eir, 2012 �Q�NRANDOZ pyi����i �• SSS►ON .• i� 1 �•c��a ry 19?�o�� NOT PUBLIC �* , #EE VAO :o 2• •c$� i O••. Bonded c�.' ��i�9,9'•.;a Fain 1�'��;: GPD GROUP. Bechtel Communications Ed Block 100 Paragon Drive;Suite 275 520 South Main St.,Suite 2531 Moroale, 4 07645 Akron,OH 44311 (201)571.0600 (330)572-2100 eblodenodamuo corn GPDO 2012019J679A1 October 24,2012 STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: S679 Site FA: 10075046 Site Name; MATTITUCK AT&T Project: MOD LTE 8113(12.lit in line ANALYSIS CRITERIA: C,odew TIAIEIA.222-F,2K%IBC&ASCE 7-0 AS•mph with 0"ke 38-rnph with 3I4"Ice SITE DATA: EBjah'is lane,Mattituck,NY 11!53,Suffolk County Latitude 4010 S9'58.066"N,Longitude 720 30140.201 W Markeata NYCJNN j 109'Summit Monopole w/10'Proposed Extension Ms. Lisa Weiss, GPD is pleasel to submit this Structural Analysis RcTort to determine the structural integrity of doe aforementioned tovw-r. The Fmxpo .of the analysis is to dewrnine the suitability of the tamer with the existing and proposed loadhgs. configura6un ticetailwJ in else w dlyyis;report. Analysis Results Tower Sts Lew.1 with Proposed Equipment: Ux).8% F t*$ FuundAm Ratio with Pro ed Equipment: 94.4% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Comnlunicatlons. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. �i °7 NE Respectfully submitted, ,��- ,N. 4 0 r. A 3 � Mn N.Kab*P.E. New York#: [3i7439-1 �,, ��C► 3Q� > � 'I.,rti ..1i[ Or UN ft AW `►., ^r, S20 South Main Streit.Suit 2531.Mown,Ohio 44311.330-S72-2 100.lax 3101572-2 101.wrvw.GP Ghws Pyle Sftsw Dome aW Deluwa.We- Amon,.Adana Ck%*b"d,Columbus-Wiaa pais totowille.WOW.phovok,500ft Youngsbwn P� K, � State of New York Loll Telecommunications Site Review Consultants, Inc. Upgrade with Tower Modifications 7050 W.Palmetto Park Road#15-652 Boca Raton,Florida 33433 Tel:877-438-2851 Fax:877-220-4593 March 15, 2013 Heather M. Lanza,AICP D 2 n Planning Director Town Hall Annex Building MAR 1 8 2013 53095 Route 25 Southold,New York 11971 Southold Town Planning Board RE: Carrier: AT&T Mobility Site/Facility: NYNYNY0228 Address: 415 Elijah Lane Dear Ms. Lanza, At your request on behalf of The Town of Southold in New York, CityScape Consultants, in its capacity as telecommunications consultant for the Town, has considered the merits of an application provided by AT&T Mobility ("Applicant") to make antennas and electronic equipment modifications to an existing monopole-type support structure. The Tower has a total elevation of one hundred eighteen (118) feet with an eight(8) foot lightning rod for a total height of one hundred twenty-six (126) feet. The subject antennas are mounted at the one hundred three (103) foot level, see figure 1. AT&T Mobility plans to add new equipment cabinets within their existing ground compound shelter, see figure 2. The purpose is for AT&T Mobility to provide new high speed wireless broadband service to complement their existing cell phone service in the Town of Southold and is making similar improvements nationwide. The facility is owned by Gobil,LLC. and is physically located at 415 Elijah's Lane in the Town of Southold, 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. This new technology is for high speed wireless broadband implementation. The final configuration will consist of nine (9) panel type antennas and six (6) new Remote Radio Head (RRH) units all to be located at the same 103 foot level, see figure 4. The antenna sections of the construction drawings are not consistent between pages but the difference is not something that would impact the Town's application process. Interconnecting the antennas will be the nine (9) existing feed lines. The Applicant will be adding three (3) new CAT-5 type cables for power and data transfer. The application and Structural analysis is not clear as to the location of the feed lines. There is information but not legible that may state some lines are mounted on the outside of the monopole. That should not be allowable. AT&T Mobility Site/Facility:NYNYNY0228 a Address:415 Elijah Lane Southold,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 2 New York Antenna Upgrade with Tower Modification In this particular situation the changes being made for the AT&T Mobility tower mounted equipment will cause an overload concern;therefore support structure modifications are required. Again the information is not legible but there is sufficient understanding that the area around the tower base and/or foundation will require upgrades. Currently the tower has all New York MSA licensed cellular-type operators mounted on the tower, and there is remaining space available. It is reasonable to assume that all other carriers will be requiring upgrades shortly and it is also likely that will require more tower and foundation modifications. The structural analysis was conducted using the ANSI-222-F standard which is one revision behind the current standards, but it is acceptable in New York. The newer "G" standard does allow for more flexibility. The Tower rating following the modifications will be 94.4% out of a maximum 105%, see figure S. The Construction Drawings and Structural Analysis antenna elevation data were inconsistent. Cityscape based this review on the Structural Analysis data. The Applicant supplied calculations to assure compliance with all FCC standards regarding human exposure to Radio Frequency energy, see figure 6. The Applicant's spectrum will operate in both the 700MHz range and the 1,900MHz range which should not be an interference concern to the Town's public safety communications. The operator does comply with federal interference rules. All designs and plans for the proposed new facilities were developed according to accepted practices of RF propagation engineering and the persons completing all work are sufficiently qualified within their disciplines. The Applicant provided documentation that their installation will be consistent with the construction drawings dated January 11,2013. In addition the Applicant states they will make all carrier changes and modifications following the required tower upgrades as per the Structural Modification Report from GPD Group October 24, 2012. Therefore CityScape as wireless expert for the Town of Southold recommends this application be approved. Respectfully submitted, /�a- /---- Richard L. Edwards FCC Licensed PCIA Certified Cityscape Consultants, Inc. AT&T Mobility _71111111011— Site/Facility:NYNYNY0228 Address:415 Elijah Lane Southold,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 3 New York Antenna Upgrade with Tower Modification TOP OF EXISTINGLIGHTNING ROD t12B;,=� -. .. _ ... ._ TOP OF MONOPOLE f11 -0 A.G.L. _ METROPCS_ ANTENNAS RAD CENTER L OTO RAD. CENTER 1118-3 AG L f11O TO AG.L — L I E70.81RW(Y) ANTENNAS TO ROAM SWAP (1)AT&T ANTENNA FOR NEW LTE AT&T ANTENNA.(TYPE ALL MTORS)(SEE OEIIL?A13/A03) EXISTING DISH TO REMAIN 70P OF AT&T ANTENNAS (SECTOR A) �(TYP FOR ALL SECTORS) 103'-0' t AO.L -.� IISWL( PROPOSED RRMS ON PROPOSED RAYCAP�DC6 DOME ON FIANORAL IMP. ALL SECTORS) NAWDRI L (SEE MIX 11D2/A0S) FiORr' (SEE DETAL i 1QT/A04) IMDUNTIING (SEE DIETAL 1116/A05) NEXT&ANTENNAS RAO. CENTER *W-0 A.G.L. i VERIZON ANTENNAS RAD. CENTER t76-0' A.G.L. o1MV ENNAS RAD. CENTER BBS'-O' A.G.L.G. PROPOSED FIBER t POM CABLE IN 2 1/Y IM;8tDUCT ALONG EX0511NG ROUTE --EXISTING MONOPOLE GPS UNI a NEW 1/21-BOU EXISTING GPS 10' M CABLE ROUTED TO MARAUNIT TO REMAINN BNMNNAI sEPATBDN EXISTING T-MOBILE EXISTING AT&T EQUIPMENT EQUIPMENT SHELTER EXISTING CHAIN LINK FENCE __.,._ .EXISTING VERRON EXISTING ICE-- SHELTER —EXISTING NEXTEL BRIDGE SHELTER (EXISTING SPRINT 1 EQUIPMENT i (PAW DE 0- 8 0 6 16 FT Figure 1. Tower Elevation AT&T Mobility Site/Facility:NYNYNY0228 10 • Address:415 Elijah Lane Consultants, Inc. Southold,New York March 15,2013 Telecommunications Site Review Page 4 New York Antenna Upgrade with Tower Modification W-3" x EXISTING T—MOBILE x EQUIPMENT PAD EXISTING MONOPOLE x EXISTING NEXTEL PROPOSED FIBER & POWER- SHELTER CABLE IN 2 1/2" INNERDUCT I ALONG EXISTING ROUTE EXISTING SPRINT EXISTING CABLE BRIDGE EQUIPMENT AREA x PROPOSED WS UW & WV EXISTING GPS UNIT T i 1/2' cm GABLE ROUTED TO REMAIN i WU (MOM 10' MIN111KJ�i x SEPAiLA'TTON FROM ANTENNAS) (SEE KrAL 1324/#,06) I �- " EXISTING AT&T i I EQUIPMENT SHELTER I EXISTINGVERIZON " EQUIPMENT I AREA x x x I EXISTING CSC- x IN CABINET I EXISTING METER RACKS I 1 EXISTING ADJACENT x BUILDING i !� '✓ �/ .moi +' i / %rf/�j' •:f /..'�. • ,'• EXISTING GATE s o s 1s PT Figure 2. Ground Shelter AT&T Mobility zi 4 ■ ■NN Site/Facility:NYNYNY0228 40 G Address:415 Elijah Lane Southold,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 5 New York Antenna Upgrade with Tower Modification i- Deform.street Atlas USAdD2009 a"0 R4 0 P'b PO 4Y PQp 4�0 2 ' w._ W vt � l9' z �Gxf wrar ntocuiq R�1 ( m... y r RO 1k1... R Q6 pp�4N�,Aasrew.�m .y �� a P $ N O w Si/-FOLK AVE dkanVoaka NEM 5UFFOLKAVEPbad .. -.. t 0 i 0 n QST. Data use subject to license. R O DeLorme.Deforme Street Atlas USA&2009, 0 400 800 1200 1600 2000 www-delomie.com MN(13.8°W) Data Zoom 14-0 Figure 3. Site Location AT&T Mobility n ■ ■■ ■■■■■■ Site/Facility:NYNYNY0228 IRJ a G Address:415 Elijah Lane Consultants, Inc. Southold,New York March 15,2013 Telecommunications Site Review Page 6 New York Antenna Upgrade with Tower Modification INSTALL (2) PROPOSED RRH'S MOUNTED SWAP (1) AT&T ANTENNA FOR NEW ON SECTOR FRAME (SECTOR A) LTE AT&T ANTENNA (SECTOR A) /; ! (SEE DETAIL 1107/A04) (SEE DETAIL 2&3/AO3) EXISTING AT&T ANTENNA TO REMAIN (SECTOR A) h EXISTING AT&T ANTENNA---- — EXISTING DISH TO REMAIN TO REMAIN (SECTOR C) —EXISTING AT&T ANTENNA TO REMAIN (SECTOR A) r� EXISTING AT&T ANTENNA• -- SWAP (1) AT&T ANTENNA FOR NEW TO REMAIN (SECTOR C) \ LTE AT&T ANTENNA (SECTOR B) SEE DETAIL 03) SECTOR __ — — tSNSC�ZIOIR 2 PROPOSED RRH S OSECTOR "C" � FRAME SECTOR B) ( SEE DETAIL 1107/A04) INSTALL (2) PROPOSED RRH'S EXISTING AT&T ANTENNA MOUNTED ON SECTOR FRAME i TO REMAIN (SECTOR B) (SECTOR C) (SEE DETAIL 1107/A04) l% 1, �----- ---JUMPERS WILL NEED TO BE RE—ROUTED AND SWAP 1 AT&IAN ANTENNA FOR - �c+�, � RELOCATED TO ALLOW RRH'S TO BE INSTALLED ON NEW LTE AT&TTENNA p SECTOR FRAME (TV. ALL 3 SECTORS) (SECTOR C) PAPROPOSED RAYCAP DC6 DOME ON PIPE SEE DETAIL 2A03 FOR OUNTIMAST (SEE DETAIL 11o2/AD5) 6/A05) �— EXISTING AT&T ANTENNA TO REMAIN (SECTOR B) N 2' 0 2 4 6 FT Figure 4. Final Antenna Configuration AT&T Mobility Site/Facility:NYNYNY0228 e Address:415 Elijah Lane .a MO Southold,New York Consultants, Inc. March 15,2013 Telecommunications Site Review Page 7 New York Antenna Upgrade with Tower Modification A&. GPD CROUP. &KWd COWWAkwoas Ed Itlock 100 Fm on No%SWo 175 00 S"Md"S1„K40 2571 1M000ele,M W"s Ammon.CIN 44311 MOI S71-" an 57NIOD ebCedoNeodaiay�,1 G100 36""Mm" Oftl r 24,222 "NUCTt1S1i11 ANALM upon AT&TWAGNATION: SWUM 567f Sileft 100TSM6 RW%~ MATTRUCIC AT&T PV*Ch MOD Ut Ni7/11 1st M WW ANALYSIS CNIENk CO" TIA+EfAd'W 2ft4410C Z AW*W 85aph til`!"to MOO vAlb 7f4•ice SITE OAT& S oft ilalik Me1111rck,NY I IW2,SWh&Cab* ila Wmb Ns W SLOV M,Uf*mde TP 79'4S.7N1'W mm"NKA" 110'T1we1 ak Maopole to N3'P►ip m-d f-J. al Um V**% GPO k piewied in subreie this unrriwl Amis MWK 1n de tumor a da stuchral"61V of+3r aforemWdkNW k0 m. Tie+p'w- tlw�wk no dmnnk*to kduh*ty dto tows wo#e q%hft wtd P""gd loadi44 rnwL E7e-ww5ftmLmWvn6hW= u* '_\OTE: The tower does meet the Sugolk Counh Code,butWOW( uime t 944% p,. not the fouaditlDa. ft.Eior�iwPropused[grprnent l44S Pas Modifications are r ' ed Mti it M WmcMle to apPollr AW of OWN aw aAohwft ptofeefelrl -- ', s to yea end @MUM CGOW&ekarM N yep hate anp 1hliees or Med'bM*M awe an this or any o*w proom pkaee do 1101 heeaft is am. "Eyyr MNPW64Y vAml d, e N. � 30 OW K Kobsk P.E. L`J New Y&k 1 0900341 sy ti i{ n fdl lit ' 1 %A �f11YS?Bt 4 � sms"1►MM Sly-foam)-Aig0.0N0 44111,MS?1410.Sas 170J73Q1e1,j�. Grwftb5dm•n rwiar•vmwrw AW MM►CknW Cahoba rsww 4 1.d4 Figure 5. Structural Analysis Post Modifications AT&T Mobility Site/Facility:NYNYNY0228 Address:415 Elijah Lane Consultants, Inc. Southold,New York March 15,2013 Telecommunications Site Review Page 8 New York Antenna Upgrade with Tower Modification M RIF Exposure Analysis for Proposed Upgrade C ._inj NewCingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NVNVNVO228 ELLIAll'S LANE, NIATTITUCK, NV 11952 O January 14,2013 Prepared b% Bernard Morgan Senior RF Engineer Bechtel Communicationt.Inc. Figure 6. Human Exposure Analysis State of New York o Telecommunications Site Review Consultants, Inc. Equipment Modifications 7050 W Palmetto Park Road#15-652 SECOND SUPPLIMENTAL Tel:877.438-2851 Fay:Florida888.582-8075 September 11, 2013 Ms.Heather M. Lanza,AICP Planning Director Li 132013 ` Town Hall Annex Building 53095 Route 25 Southold,New York 11971 n+,94 C rd Re:Applicant:AT&T Mattituck(NYN'YMY0228) Project Address: 415 Eli,*k's lAne,SCTM: 1000-108-4-11.3 Dear Ms.Lanza, At the request of the Town of Southold,New York ("Southold"), CityScape Consultants, Inc. ("CityScape"), in it's capacity as wireless telecommunications consultant for the Town, has considered the merits of site application provided by New Cingular Wireless PCS., LLC ("AT&T"), for the proposed addition and installation of new electronic equipment, antennas and an emergency power 50kw diesel generator at an existing facility compound located at 415 Elijah's Lane in Southold. AT&T proposes to add certain antenna and electronic equipment along with an emergency power generator to the existing premises. There has been a concern the site has an outstanding approval for a tower extension to be utilized by MetroPCS (T-Mobile); but the tower extension has not yet been completed. CityScape Consultants has reviewed both proposed changes. Regardless of the MetroPCS addition having been completed or not has no impact of the permitting of the proposed AT&T changes because both of the structural analyses include the composite of all changes. AT&T should be issued permits for their installation based on the review recommendations from Cityscape dated July 31" and August le. All the previous generator conditions remain: 1. AT&T shall secure applicable electrical permits based on the submitted plans; 2. AT&T shall install sufficient noise suppression to maintain generator noise in compliance with Town of Southold Code section § 180-6. 3. Testing of the generator shall follow regulations pursuant to section§ 180-6 in Town of Southold code. Sunday through Thursday from 7:00 am to 7:00 pm not to exceed 65 dBA; from 7:00 pm to 7:00 am not to exceed 50 dBA;Friday and Saturday from 7:00 am to 11:00 pm not to exceed 65 dBA;and from 11:00 pm to 7:00 am not to exceed 50 dBA. Respectfully submitted, Richard L.Edwards Cityscape Consultants,Inc. Y f RNMINCECOPT This is not on OM0161 FCC Boom It b a wooed d h 000&doed in dne PCt's phdtSc Uaemdns ddebve an to dsta tbsl tbia refkseaae Dopy was gooffa &In osem"FCC Was owph.lbs p:aentadoi,podin&or dbpb w oleo AGC Homes,ibis dcoaumt nay not be wood In PLDs Olen o0del PCC license. Federal Communications Commission �,�. ''���t Wtralt+u Tels�oomm>sniadatog Bulreatn '-•Y M�; r RADIO STATION AUTHORIZATION LICBNSIM. ATAtT"MO I I.ITY D LLC ,. Call sop lft Namber ATAT MOBII.19'Y n.L� Medio 6ervin 5601 LEGACY DR1VB,11dS WZ•700 M&Lower Band(Blocks C. PLANO,TX 75024 , 1) A'CC 'atbn Number t 001 �3�" , Oraet lateicitplriWoha Data Pr6iEData 01-24-1003 03-1 b 06-13-2019 MoU Nrmber #, rNl Took ",We"De of tar CidAd01 0 .` New Y let BaIM-out Data 2"31116w0t Date 06-13 2014 4th Bp1W-0ot Die �" WalverslCottditlosu: ;. :`� If the A�altidee tatthorlmd heroin are used m provide beoedosst whether ettolusivaty or in ootnbbWion with other 01211", ,g sorvioes,the Hoensee must Beek renewal of the themes either wift o16M yetus wet the ommawsaant of the broodceet savioe a wlft the teen of the lWm hod the brva&m sevloe not boon provided,wMdever period Is shorter in kqA. See 47 CMR i27.13(b). Operation of the hoilitia audtorked berein,we subset to the oondidon the lwmflti my not be caused to,but must be saoopted&ens UHF TV treasiuitten in Canada and Maxico as identified in existing and any fbture egreemertts with those countries, Cooditloms Pursuant to i30*)of the Ootntttwnioations Act of 1934,a amended,47 U.S.C.1309(hl this Ikons Is sul;jot to this following ooadition: This license shall no vest in the Hamm mytight to operate the station nar nry,rijlht a thews of the ftquwWn dedgsheoed in the lioense beyond the Winthaeof nor In say other meaner than mdwit ed heroin,*Ndduer the license nor the tight Smiled the ander shall be wolped or otiherwin WnOnnd in violation of the Orin 1101, one Act of 1934,a amended. See 47 U.S.C.13 10(d). We license is autism in terror to the ri&of use or ai ntrol eonfi rred by¢706 of the Communications Act of 1934,a atnanded. See 47 U.S.C.4606. z This Hostas may not suttorlae opwWw throughout the w tiro Seog>t>phio tuba or spectrum identified on t he bndcopy:�►enhon. To view the speoiflo Secgnplda amend V@Wm authorized by Otis theses,Infer to the Speohthra and h►!IUritet A under the Market Tab of the bean roovtd in rho Univanal Lica ift Systan(U S). To view the lioense record,go to the ULS homep p at http://mlon.l6c.`ovhdwindeu.btm?job-b me and wIsm"License Search". Follow the irWuations an how to March fat license infbnnatlat. FCC 601-Mo Per 1 of 1 April 209 RCL Calx We Is notau official FCC 11oom It b a record of polo fiftmollOn conWnsd in*a FCCs HomidndWbae on the dste dist�nhwam copy was Faneratad.In ones whom FCC miles require me preasoadm.F+�or Apley of en POC�oene,Ws dobamat my nabs wW to place of an otllolal FOClicerue Federal Communications Commission whwetw TaI8C0ID1DU11It Otu BW SRU a � r h., + RADIO STATION AUTHORIZATION L1C,F3N813S ,AT&T MO8IIITY SPECTRUM LLC grr VV t i , Ca08igu I+llelrTpmber ATTN:WX GMROUP, "'= W 24 AT&T MOBILITY SPECTRUM LLC Raft Service 5601 LEt3ACY DRIVE,MS: 3 .. WY-700 M&I.oww Band(Blocher A. PLANO.TX 73024 g FCC Regh adon N mbar QRN)t (Olf49il0796 (irtwt Dabs ="WW' 1'a b*don Dade P019 Date 01-06-2004 03- 101 06-13-2019 M CMA001 W ldlock Sub44a"Ded gator tatNumber moo Itmvs New YMt, X=1�1+gMu-S>rllblk la!Bafld-oat Date and Hdld�owt Date ;> 3rd Bond-out Date 416 Bndid-oat Dote 06-13-2013 06-13-2019 WalverUCondlttoast If the facilities autitorlsed hernia in used to provide broadcast, ons,wbotwr exclusively or is combination with other services,the Hosam must awls renewal of the Hoare oifber wailit yuan Rom Bre commonowon cf!be broadcast service or widdn the term of the lioerue had the broadcast service not been provided,whichever period to sbatter in length. See 47 CFR 127.13(b): Condttionst Puromm to¢3W(h)of the CarnmunicUtona Act of 1934.as amended,47 U.S.C.1309(h),this license is a>>ad to the following conditions: This Haase ehs11 not vat in the licensee any right to operate the station nor any tight in he use of the frequencies designated in rho Hogue beyond the tam thereof nor in any other tnarmor than authorized herein.'Neither the license nor do right granted thamnnder shell be assigned or otherwise trandmned in violation of the Comawniadons Act of 1934,as amended. See 47 U.S.C.13 10(d). This Hoarse is subject in tame to the 660 bj tight of use or control erred by 1706 of the Clo mmuniodons Act of 1934,p amended See 47 U.S.C.#M. This lioetne nay not authori>9e operation throughout the amine geogtaphia arse or spectrum Identified on tiro hardcopy version. To view the specific geographic aro and spectrum anthctitted by dais lieanse,ml bo the Spectrum gad Mtaicet Ain Wbrinadom under the Mefket Tab of the Howl record in the Universal Uce nsing System(ULS). To view the lim m record,go to the ULS homepage at bV:Ilwkelmss.fompvhdiAWu.httn?jobrhome and select"Liearee Search". Fallow the instructions on bow to search for license Mamatica. 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Mask 0 NO wAk m The Apptbetft wwwend"Wo`to each of the quamgom Room whr6 ft dWidw ula Ndp lAIi,GIamm•f •AMOoabdp•�CWtYstauagNi•LYleoltp0.SlmlNld ULM online IymeMo� �4- - . 'dm�u.Ysatou About WA lJh3wilArdR "•Allica 9.l IIIJIM �I mnalr.t�t s� mip t Lottaupfaors Federal ttmnrnimdoiII, comma." "mat 1-6"-w-3301 440 I th 8lroot®W TTri 1-717•>>f 2824 washlnoton,OC 10064 lritp://wlrale��oarov 13092 3/27/?A10 RSFAMCB COPY This h oat an of&W FCC Homme.It Is a road o(pubtb lahrow ion oontdmd b dw POC%Now*g dddon au 9a data Ant Ods rets, o" pnaratd.to oNN N6me PCC cubs nq*o tba pnseuldium,pommy,or divpLy of an FCC lfmm fids dooammot am not be wed In ph"of an oftwel PCC ilceave ' Federal Communications Commission Tdwmnnittta8oalHw IBarasu RADIO STATION AUTHORIZATION LICBNSBB. NEW CINaULAR WUMLSSS PCS,LLC Ca1181Ro no Number ATM-.FCC GROUP WPOL311 NBW C(KQULAR WIRBLA83 PCS LLC �'�.~.� 1tadlo Sarviee 5601 ILU AMY DR1VB,A[S A•3 h; CW-PCO Broadband PIANO,TX 750?a! FCC Reiiiletrdim Nwbar Pon)"N)-. 000 9 ; Orum" Dute Print Dab 08-13.2007 03- 06.27,2017 Magor Number Dedpator BTA321 2 MIMI O saa ]st 8><Ild�ont Die god Budd-oat Dab Mrd°Hafid-clef Date 4th BWId-oat Daft 06.27-200! WelmWCaudi ioa This lioerna is oonditioned upon OMMMWoe with the pmWdm of Appli9460s of AT&T Whalen Services,Inc.and Outer Wireless Corporation For Consent to Tmm dw contr+ol of upoom and Authorlaigiaoe,MOMMAM opinion and Order,FICC 04-255(rel.Oct.24 2004). Coulnussion upp oval of this spolosdon and the boonses omudrwd therm aro suWam todwcondi lions set forth in the Mmnorehmdum Opinion and Orde4 adopted on December 29,2M and mileaaed on Mtaoh26.200 ; nd mind to the Order on R deralion.adopted and rolessod on Match 26,2007.See AT&T Im and BellSouth Cor* on AppNostion tsar Traneft of Control,WC Docket No.06-74,Memo xW m Opinion and Order,PCC 06.189(relAmr.26,20M-AT&T hro.and BellSouth Corporation.WC Docket No.06-74,Order on Reno on,FCC 07-44(ret.Mar 36112007). Condblow Purrim to 1309(h)of the Cornmunimations Act of 1934,as amended,47 U.S.C.4309(hl thi's,lioentrle is. to the followvim conditions: This ibmse shall not vest in the Hoernee any TW to operate the statim nod' r*in the we of the tkquencia desisted in the lioerue beyond rho term dwwfnar in any otter mrmthtr than astllu�lneiah Neither&a lioense nor dm tight granted thwrAm er shat be wiped or o*rwim transferred In violation ol°tlie`Cbranmr tiorq Aot of 1934.n amended. Sa 47 U.S.C.1310(d). This lican"b uNaot in terata to the fight of we br oantroi cp tbnbd by X706 of the Comm ulmdone Aot of 1934,a man && See 47 U.S.C. Y Thier licmee may tmt sudsorin operation ftw*out the mucro geogm*c aha or groatrwn idatdliW g.n�thex,� `Ai h ahr c pY;,pian. To view the speaitic geor*dc was and specirmn s uleadaed by this lion %rWbr to the Spew=sod Marks! indornrati under the Markat Tab of the lioaue reeoad in the Unnivaad Lica ming System NLS). To vbw the Ream Hoard,to to the ULS homepage at http://W Wm.hc.pv/WstkWeu.htm?jab-home and aobot"Lane Sarah". Pollow the butruodans an Trow to tesrcb far license tnibrmation. FCC 60]-1MIB Page 1 of 1 APw 2009 (®COPY WA is not ad ot>soial FCC Vomm B is a nowd of iofixMid n caottloed io 60 PCC'a t� liomnasg database on the dab drt this test4tease oaPir was g ed int,or dhpby of an FCC Homes,ddr dooameol nrty not be used in pbae of ae odldai FCC licema Federal Communications Com>u>utedon Whalen Tdaaommudtttttions Bwatra PAD10 STATION AUTHONZAnON IRSNSBR: NEW il,#� LAR WIR>DBSS PCS,ILC } coo SIP alis Number ATM:FCC QAOUP WPSL626 NSW CINOULAR wiNBLBlSe� 8,LLc Rafteervlee 5601 L110ACY DR1VR,mv.S 3 ; CW-PCS Broulmnd PIANO,TX 75014 FCC RoSlawadon Nrmbw BN)i 0003 S►1'l91 ' =t tan*Date 9 Z=Irsdon Date Prlat Dab 07-13-2005 12-14.2014 Maritet Number t — —T- Bbsk Bub Ma"Dakoatar WA00] ;p 1S let BWid-eat Data 2nd OsDd oat Date Sail ftWi oat Date 41h Ba1W4ut Date 12-14-]999 12-144004 Widvan/Condidow: - Spectrum Lane associated with fine Mamma. See Speoonmt Laming Airpng0mt Letter deed 12107ON and File No. 0001757186. Spwbmn Leasing Aminbemant associated with file number 0001757186 was extended io 0110512009. See tib rnanber 0001885143. Conditions•. Puseuetu to 1309(h)of the Communications Act of 1934,as unaided,47 U.S.C.1309(h),this iicelne is P,*, of to the following conditions, This lienee shall not vest in the Hammes any right to oparite the station nor any right„ia the use of the hequencies designated in the Beams beyond the tam dterWnor in any other manner than authofized tiernin:,�Neidier the license nor the right Snorted dne oAxler d Wl be ndgned or otherwise tnrafarred in violation of the Cormnu ticnuiON at of 1934,n amended. See 41 UAC.4 310(d). This luaus is subject in term to the right of uss or control can,;rred by 1706 of the Communications Act of 1934,a emended. See 47 U.S.C.I606. ” �.t This Homme may not audwdn operation 11=0cut the endre geognpbio are or spectrum identHfod on,tlnq had 06,rdon. To view the specific geogr bic was and spectrum aWwrized by dds license,tilt to do Spectrum and Merkel AteehoWmatim under the Menest Tab of the license o eaord in dns Universal L1ow1q System(ULS)- To view die Hoene reood„go to the ULS honepmge at http:/iwitelea.fac govAd&%dex.htm4job-himm and select"License Search". Follow the inwucdom on how to search for Homme inibmndon. FCC 60140 Page 1 of 2 Apra 2009 � tl baa Nam: MW aNGULAR'WMMMM PM.UC CRH 81811 V M 216 FMe Nnulbari Prht Dab2 ClalnrniNlgn aQ toYai,of�/ a, eatlon and ffie lioeoaea conte lad 1rdn are eul�eot to d1e oonditlolla aat �to t11e 11�0111D1 1ft1 C IMI II OD '29,2 (6 and rdaaaed an M1r1dl 26,2W7.and mond in do order an Reoallddmstian,ad pte�and naleaaad 00116"26,200?.°8ee AT&T hw.and Bonsoulompmwjc n A !br Tmos r of Ca*d.WC Docket No.,004,lrletnola A m OpWm 1jad Or'dar,PCC 06.189(iA.Mar. .2 AtT Ind.and Bell8outll Colpm�tian,WC°OoF�Cptl�o.06-74 Order as Roccoo delsdon,M:C 0744(rd.Mu.24 2007). < m, Vii' r t 1 c r' k FCC 601-MB Pate 2 of 2 April 3009 BMUMCtc COPY Thin k not m of&W FCC Vemem U is a teowd of F630 i Ammatiom aan46Md to rice.FCC's li mWwS dehbeae on the date tbu this n>dhronoe OMY was sMe4 h oeaaa whom FCC n4aa mq*e SmpesmesdaN poad - m dlaplgr of as PCC Haan@%We dacm2W own not be no In plasm at=ova"ACC lkeme Federal Communications Commission `LL'' � ` �`:' Wire>1e�i�'decsmutnnMostiotw Bmean w. RADIO STATION AUTSORMATION LICBNMM: NEW CIi U[,AR VUELRU PCS,LLC can Plim pft N Ly ATM:FCC C3ROUP ^� WgyZ NBW CAIOULAR WI1 IUMS`PL''S LLC iRadlo 8srvloe 5601 LBOACX DRIVB,]d S 3 CW PCS Broadband K ANO,TX 75024 ` FCC adon Number OMM, =24292� x Glraot Date mon Date Pslat Date 11-21"2006 031 12-14-2014 Market Aiuumber Md 81001[ Sub,Marbt Dss�oabr MTA001 14 ; arae =.70.0 1st B Dab Zud BttSd-out Date 3N°HaHd-ont Date 4th Buildout Dab waivarNCoadideaa: NOM CoadNba: Pursuant to I309(h)of rho Communiadone Act of 1934,se ameaded,47 U.S.C.130901 this license b wbjaot to the following caditiom. 71d license shall not vest in rite Houma any right to aperate the atadon fwr iti:y right ir:the uta of the Itaquencies designated in the Hoemre beyond to two thereof nor in any other mmw than audmxiiai hdran Neither the Homse nor the Olk Wanted dtmmoder*All be malped or odmwise tanuPotrod in violation or CatatttttOf,atiom Aot of 1934,as ananded. See 47 U.S.C. " I 31 0(d). This lioeoee is witjeot in teams to the flight af use or award cgnt`ated by 1706 of die Conutntoications Act of 1934,ea att>egdod. See 47 U.S.C.¢606. r" >r This Hcase may not autharim opetadon dm *WA the Andre SooDapitic area or qmw m idaatltieq ogthehaidcopy„ on, To view thdgWfie polmpbio am and epeo(ntm mabarimd by dds Homes,refer to the �" 9pecbum and INyrlcet 1 liftmadom under do Motet Tab of the Homme reoord in do Univemet Liowd ft System(ULS). To view do Hceae record.So to dte IU homeMp at haps Aviraim.be gpvhd&%dar.htmme tjob-boend select"Lloerue Search". Follow the inwvadom on how to search Por license inibtna:tioa. FCC 6014HIS Pap 1 of 1 April 2009 RE, NIELSEN, HUBER Sc COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEw YORE AvENuE HUNTINOTON, NEw Yong 11743 TELEPHONE: (631) 425-4100 FAcsIMILE: (631) 425-4104 OF COUNSEL WILLIAM J.NIELSEN January 24, 2013 By Hand Mr.Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS, LLC("AT&T") Proposal to modify existing telecommunications facility at Premises: 415 Elijah's Lane,Mattituck SCTM#: 1000— 108—4— 11.3 Dear Mr.Verity: We are the attorneys for AT&T in connection with its proposal to upgrade its existing facility at the subject premises. The modification proposed is part of AT&T's "LTE" (Long Term Evolution) project which will allow AT&T to provide better, faster and more reliable service in the Town. The Middle Class Tax Relief and Job Creation Act of 2012, codified at 47 United States Code §1455 (a copy of which is enclosed) provides that "a State or local government may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." We respectfully submit that this proposal is an "eligible facilities request" pursuant to 47 U.S.C. §1455(a)(2) as it proposes only to replace and collocate certain transmission equipment on the existing pole and modify equipment inside its existing equipment 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; 3. Building Permit Application fee: Check of Bechtel Corporation (Check No. 1162) in the amount of$500.00; 4. Two (2) counterparts of RF Exposure Analysis prepared by Bernard Morgan of Bechtel Communications, Inc., and dated January 14, 2013, demonstrating the project's compliance with the FCC's Maximum Permissible Exposure regulations; New Cingular Wireless PCS, LLC(AT&T) Proposal to modify existing facility at 415 Elijah's Lane,Mattituck January 24,2013 Page 2 of 2 5. Two (2) counterparts of Structural Analysis Report, prepared by GPD Group, dated October 24, 2012, documenting the facility's structural compliance with local, state and federal codes; 6. Copies of AT&T's FCC Licenses; 7. Copy of Deed; 8. Copies of the following Lease Documents: a. Land Lease Agreement between GOBIL and Cellular Telephone Company, dated January 3, 1991; b. Amendment to Land Lease Agreement between GOBIL and Cellular Telephone Company, dated May 1991; c. Amendment II to Lease Agreement between GOBIL and Cellular Telephone Company, dated November 4, 1999; d. Amendment II to Lease Agreement between GOBIL and Cellular Telephone Company, dated February 17,2000. 9. Copies of AT&T's Certificates of Occupancy Nos. Z-22486 and Z-22487, both dated July 29, 1993 and related Building Permit No. 21164-Z, dated December 22, 1992; 10. Copy of AT&T's Certificate of Occupancy No. Z-33975, dated September 24, 2009, and related Building Permit No. 27787-Z, dated October 16,2001 11. Copy of AT&T's Planning Board Site Plan Approval,dated December 15, 1992; 12. Copies of AT&T's Zoning Board of Appeals Approvals,dated August 18, 1992; 13. Copy of property survey prepared by Arek Surveying Company,dated December 16, 2009; and 14. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by Bechtel Associates Professional Corporation,revision 0,dated January 11, 2013. We respectfully request that the instant proposal be processed in accordance with the above and that the appropriate Permit be issued at this time. We respectfully request that our office be contacted when the Permit is ready to be picked up. We can be reached at(631)425-4100. Very truly yours, RE,NIELSEN,HUBER& COUGHLIN,LLP By: ohn oug JC:mk Enclosures cc by email w/o encls.: Ms. Heather Lanza, Planning Director RE,NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (631) 425-4104 OF COUNSEL WILLIAM J. NIELSEN April 17, 2013 By Hand Mr. Michael Verity Building Department Town of Southold Annex Building 54375 Route 25 Southold,NY 11971 RE: New Cingular Wireless PCS, LLC ("AT&T") Proposal to modify existing telecommunications facility at Premises: 415 Elijah's Lane, Mattituck SCTM#: 1000— 108 —4— 11.3 Dear Mr. Verity: On behalf of AT&T, and pursuant to your office's request, we enclose, herewith, the following documents: 1. Application for Certificate of Occupancy; and 2. Bechtel Corporation Check number 1270 in the amount of $50.00, which amount represents the required Certificate of Occupancy fee. We respectfully request that our office be notified once the Building Permit is issued so that we may pick up same from the Town. Thanking you for your courtesies, we remain Very truly yours, RE,NIELSEN, HUBER& COUGHLIN, LLP By: J CotigWn JJC:mk Enclosures &A, GPD GROUP. 4Y 1,M4 idM ,5v a 001—k L. Bechtel Communications Ed Block 100 Paragon Drive, Suite 275 520 South Main St., Suite 2531 Montvale, NJ 07645 Akron, OH 44311 (201)571-0608 (330)572-2100 eblockggpdgroup.com GPD#2012819.5679.01 October 24, 2012 STRUCTURAL ANALYSIS REPORT AT&T DESIGNATION: Site USID: 5679 Site FA: 10075046 Site Name: MATTITUCK AT&T Project: MOD LTE 8/13/12_1st in line ANALYSIS CRITERIA: Codes: TIA/EIA-222-F, 2006 IBC&ASCE 7-05 85-mph with 0"ice 38-mph with 3/4"ice SITE DATA: Elijah's Lane, Mattituck, NY 11952,Suffolk County Latitude 40° 59' 58.066" N, Longitude 72° 30'40.201"W Market: NYC/NNJ 108'Summit Monopole w/10'Proposed Extension Ms. Lisa Weiss, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned tower. The purpose of the analysis is to determine the suitability of the tower with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Tower Stress Level with Proposed Equipment: 100.8% Pass Foundation Ratio with Proposed Equipment: 94.4% Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and Bechtel Communications. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, John N. Kabak,P.E. New York#: 090039-1 520 South Main Street.Suite 2531 .Akron,Ohio 44311 .330-572-2100.Fax 330-572-2101 .www.GPDGroup.com Glaus Pyle Schomer Bums and DeHaven,Inc. Akron.Atlanta.Cleveland.Columbus.Indianapolis.Louisville.Marion.Phoenix.Seattle.Youngstown 108 Ft Monopole w/10'Proposed Extension-Structural Evaluation AT&T USID:5679 SUMMARY& RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T Mobility to Bechtel Communications. This report was commissioned by Ms. Lisa Weiss of Bechtel Communications. The proposed modifications by GPD (Project#: 2012766.53 Rev. 1, dated 7/30/12)consist of adding a 10'extension to the top of the tower and adding flat plate reinforcement from 0.5'—39.5', and have been considered in this analysis. The proposed coax shall be installed internal to the monopole in order for the analysis results to be valid. TOWER SUMMARY AND RESULTS ( -' a ..� � $ Monopole 100.8%* Pass Flange Bolts 5.6% Pass Flange Plates 5.6% Pass Anchor Rods 73.6% Pass Base Plate 65.9% Pass Foundation 94.4% Pass *Stress ratios up to 105%are within customary engineering tolerances and considered acceptable. ANALYSIS METHOD TNX Tower (Version 6.0.4.0), a commercially available software program, was used to create a three-dimensional model of the tower and calculate primary member stresses for various dead, live, wind, and ice load cases. Selected output from the analysis is included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without the benefit of a detailed site visit. DOCUMENTS PROVIDED Equipment Modification Form AT&T Loading Document, uploaded 10/17/2012 Siterra RF Data Sheet RFDS V03,dated 8/17/2012 Bechtel Construction Drawings Not Provided N/A Tower Design Not Provided N/A Foundation Design Not Provided N/A Geotechnical Report Not Provided N/A Previous Structural Analysis GPD Project#: 2012857.78, dated 8/15/12 GPD Tower Mapping GPD and Patriot Tower Inc.,dated 3/18/08 Siterra Modification Drawings GPD Project#: 2012766.53 Rev. 1, dated 7/30/12 GPD 10/24/2012 Page 2 of_4 108 Ft Monopole w/10'Proposed Extension-Structural Evaluation AT&T USID:5679 ASSUMPTIONS This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The tower member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All mounts, if applicable, are considered adequate to support the loading. No actual analysis of the mount(s) is performed. This analysis is limited to analyzing the tower only. 5. The soil parameters are as per data supplied or as assumed and stated in the calculations. 6. Foundations are properly designed and constructed to resist the original design loads indicated in the documents provided. 7. The tower and structures have been properly maintained in accordance with TIA Standards and/or with manufacturer's specifications. 8. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 9. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 10. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 11. All existing loading was obtained from the provided Equipment Modification Form dated 10/17/2012, the provided RF Data Sheet dated 8/17/2012, the previous Structural Analysis by (GPD Project #: 2012857.78, dated 8/15/12)and site photos and is assumed to be accurate. 12. The proposed coax shall be installed internal to the monopole in order for the analysis results to be valid. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD Group should be allowed to review any new information to determine its effect on the structural integrity of the tower. 10/24/2012 Page 3 of 4 108 Ft Monopole w/10'Proposed Extension-Structural Evaluation AT&T USID:5679 DISCLAIMER OF WARRANTIES GPD GROUP has not performed a site visit to the tower to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition,twist free,and plumb. The engineering services rendered by GPD GROUP in connection with this Structural Analysis are limited to a computer analysis of the tower structure and theoretical capacity of its main structural members. All tower components have been assumed to only resist dead loads when no other loads are applied. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. GPD GROUP does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub-component and connection of an existing tower. GPD GROUP provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the specified code recommended amount, if any,that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed tower. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD GROUP, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. GPD GROUP makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD GROUP will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD GROUP pursuant to this report will be limited to the total fee received for preparation of this report. 10/24/2012 Page 4 of 4 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX A Tower Analysis Summary Form 10/24/2012 Tower Analysis Summary Form General Info Site Name MA K Site Number 5679 The information contained in this summary report is not to be used 5679 FA Number 10075046 independently from the PE stamped tower analysis. Date of Analysts___ 10/24/2012 Can an Performi Anal iy —_—s GPD Grou Tower Into Description Date Design Parameters Analysis Results%Maximum Usa• Tower Type(G,SST,MP) MP Design Code Used TIAIEIA-222-F Existin eserved+Future+Proposed Condition Tower Height(top of steel AGL 108'w/10'Pro osed Extension 2006 IBC&ASCE 7-05 Tower% 100.8% Tower Manufacturer Summit Location of Tower(County,State Suffolk,NY Base Plate % 73.6% Tower Model n/a Basic WindSpeed(mph) 85-fastest Foundation % 94.4% Tower Design PJF Job#:29200-1703 4/2412001 Ice Thickness in 0.75 Foundation Adequate? Yes Foundation Design n/a Structure Classification Q,II,III Geotech Report We Exposure Cat B,C.D Tower Mapping GPD&Patriot Tower Inc. 3/18/2008 Topographic Category 1 to 5 Previous Structural Analysis GPD Proleof#:2012857.78 &15!2012 Meddrtcabon Drawings GPD Pro act#:2012766.53 Rev.1 7131112012 The proposed modifications by GPD(Project#:2012766.53 Rev.1,dated 7130/12)consist of adding a 10'extenslon to the top of the tower and adding Steel Yield Strength ksi flat plate reinforcement from 0.5'-39.5,and have been considered in this Pole 60/65 varies analysis. Pole Extension 42 Flange Plates 50 Flange Bolts A325 Base Plate 55 Anchor Rads 75 Exbt /Reserved Loadi ij WmazaamQu fffigLfka ,D Mount Transmission Une Antenna Owner Mount Antuna Quantity T Attachment Height(H) CL(ft) h' YPe Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Internal/External— Metro PCS 116.25 116.25 6 Panel Andrew HBX.6516DS-VTM 0/110/240 3 Commsco a 4'T-Arms 12 LDF5-50A 718" Internal Metro PCS 1 RET cable Unknown Internal Sprint 109 109 6 Panel Decibel 980F90T2E-M 3 Unknown 12'T-Arms 6 Unknown 1-1/4" Internal AT&T Mobility 98 1102 1 jDish Unknown 2'Dish 1 Unknown 13'LP Platform 1 Unknown 5/8" Internal AT&T Mobility 98 98 3 Panel Swedcom JALP9212 30/150/270 1 on same mount [12Unknown 1.518" Internal AT&T Mobili/ 98 98 6 Panel Kathrein 80010121 3011501270 on same mount Unknown RET Cable Internal AT&T Mobility 98 98 6 TMA Andrew ETB19GB-12UB on same mount AT&T Mobility _ 98 98 6 Diplexer Andrew CBC819-DF-9-DCB on same mount AT&T Mobility 98 98 6 MHA Nokia MHA 1900 on same mount AT&T Mobility 98 98 12 RET Unknown Unknown on same mount Nextel 88 88 8 Panel Decibel DB844H90E-XY 1 Unknown 13'LP Platform 8 Unknown 1.114" Internal Nextel 88 88 4 Panel Decibel DB846G90A-XY on same mount 4 Unknown 1-114" Internal Verizon 78 78 9 Panel Anted BXA.70080.4CF-EDIN-0 92/222/332 1 Unknown 13'LP Platform 6 Unknown 718" Internal Verizon 78 78 3 Panel Anted BXA-171090-8CF-EDIN-0 92/2221332 on same mount 6 Unknown 718" Internal T-Mobile 64 65 3 Panel Andrew932QLG65R2E6 4011701270 3 Unknown 4'Side Arm 12 Unknown 7/8" External T-Mobile 64 65 3 TMA Andrew ETW190VS12UB on same mount T-Mobile 64 65 3 TMA Andrew ETW200VS72U8 on same mount Note:(3)ALP9212 Antennas shall be removed prior to the installation of the proposed loading.All other existing loatlkg shall remain on the tower. Pro Loadin Mount Transmission Lime Antenna Owner Mount Antenna Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(ft) CL(ft) Intemal/Extemal AT&T Mobility98 98 3 Panel Andrew DBXNH-6565A.A2M 30/1501270 on existingmount 2 DC Cable 0.776" Internal AT&T Mobility98 98 3 RRH Alcatel Lucent 9442 700 on existingmount 1 Fiber Run 0.394" Internal AT&T Mobility98 98 3 RRH Alcatel Lucent 9442 AWS on existingmount 2 RET Cable 318" Internal AT&T Mobility 98 98 1 DC Unit Ra ca DC6.48.60.18.8F on existing mount 1 Innerduct 2" Internal Note:The proposed loading shall be in addition to the remaining existing/reserved loading at the sane elevation. Future Loedin Mount Transmission Line Antenna Owner Mount I Antenna I Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Height(ft) CL(ft) Intemal/Extemal 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX B TNX Tower Output File 10/24/2012 W xTvwer Job Page 5679 MATTITUCK 1 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-1100 Bechtel FAX.-(210)572-2101 1 kryan Tower Input Data There is a pole section. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Tower is located in Suffolk County,New York. Basic wind speed of 85 mph. Nominal ice thickness of 0.7500 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 38 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 50 mph. A non-linear(P-delta)analysis was used. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads,feedline supports,and appurtenance mounts are not considered. Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component Placement Tota! CAAA Weight or Shield Type Number Leg ft ft"/ft p!f LDF5-50A(7/8 FOAM) A No CaAa(Out Of 64.00-8.00 2 No Ice 0.11 0.33 Face) 1/2"Ice 0.21 1.30 1"Ice 0.31 2.88 2"Ice 0.51 7.88 4"Ice 0.91 25.20 LDF5-50A(7/8 FOAM) A No CaAa(Out Of 64.00-8.00 10 No Ice 0.00 0.33 Face) 1/2"Ice 0.00 1.30 1"Ice 0.00 2.88 2"Ice 0.00 7.88 4"Ice 0.00 25.20 LDF5-50A(7/8 FOAM) A No Inside Pole 78.00-8.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 2"Ice 0.00 0.33 4"Ice 0.00 0.33 LDF6-50A(1-1/4 B No Inside Pole 88.00-8.00 12 No Ice 0.00 0.66 FOAM) 1/2"Ice 0.00 0.66 1"Ice 0.00 0.66 2"Ice 0.00 0.66 4"Ice 0.00 0.66 LDF4.5-50(5/8 FOAM) C No Inside Pole 98.00-8.00 1 No Ice 0.00 0.15 1/2"Ice 0.00 0.15 1"Ice 0.00 0.15 2"Ice 0.00 0.15 4"Ice 0.00 0.15 LDF7-50A(1-5/8 C No Inside Pole 98.00-8.00 12 No Ice 0.00 0.82 FOAM) 1/2"Ice 0.00 0.82 1"Ice 0.00 0.82 2"Ice 0.00 0.82 4"Ice 0.00 0.82 0.776"DC Power Cable C No Inside Pole 98.00-8.00 2 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 2"Ice 0.00 0.33 4"Ice 0.00 0.33 0.394"Fiber Line C No Inside Pole 98.00-8.00 1 No Ice 0.00 0.10 1tnxTower Job Page 5679 MATTITUCK 2 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 443/1 ClientDesigned by Phone:(330)572-2100 Bechtel FAX.-(220)572-2101 kryan Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg /i tz/t p! 1/2"Ice 0.00 0.10 1"Ice 0.00 0.10 2"Ice 0.00 0.10 4"Ice 0.00 0.10 RET Cable C No Inside Pole 98.00-8.00 3 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 2"Ice 0.00 0.08 4"Ice 0.00 0.08 2"Innerduct C No Inside Pole 98.00-8.00 1 No Ice 0.00 0.26 1/2"Ice 0.00 0.26 1"Ice 0.00 0.26 2"Ice 0.00 0.26 4"Ice 0.00 0.26 LDF6-50A(1-1/4 B No Inside Pole 109.00-8.00 6 No Ice 0.00 0.66 FOAM) 1/2"Ice 0.00 0.66 1"Ice 0.00 0.66 2"Ice 0.00 0.66 4"Ice 0.00 0.66 LDF5-50A(7/8 FOAM) C No Inside Pole 108.00-8.00 12 No Ice 0.00 0.33 1/2"Ice 0.00 0.33 1"Ice 0.00 0.33 2"Ice 0.00 0.33 4"Ice 0.00 0.33 LDF5-50A(7/8 FOAM) A No CaAa(Out Of 116.25-108.00 2 No Ice 0.11 0.33 Face) 1/2"Ice 0.21 1.30 1"Ice 0.31 2.88 2"Ice 0.51 7.88 4"Ice 0.91 25.20 LDF5-50A(7/8 FOAM) A No CaAa(Out Of 116.25-108.00 2 No Ice 0.00 0.33 Face) 1/2"Ice 0.00 1.30 1"Ice 0.00 2.88 2"Ice 0.00 7.88 4"Ice 0.00 25.20 LDF5-50A(7/8 FOAM) B No CaAa(Out Of 116.25-108.00 2 No Ice 0.11 0.33 Face) 1/2"Ice 0.21 1.30 1"Ice 0.31 2.88 2"Ice 0.51 7.88 4"Ice 0.91 25.20 LDF5-50A(7/8 FOAM) B No CaAa(Out Of 116.25-108.00 2 No Ice 0.00 0.33 Face) 1/2"Ice 0.00 1.30 1"Ice 0.00 2.88 2"Ice 0.00 7.88 4"Ice 0.00 25.20 LDF5-50A(7/8 FOAM) C No CaAa(Out Of 116.25-108.00 2 No Ice 0.11 0.33 Face) 1/2"Ice 0.21 1.30 1"Ice 0.31 2.88 2"Ice 0.51 7.88 4"Ice 0.91 25.20 LDF5-50A(7/8 FOAM) C No CaAa(Out Of 116.25-108.00 2 No Ice 0.00 0.33 Face) 1/2"Ice 0.00 1.30 1"Ice 0.00 2.88 2"Ice 0.00 7.88 4"Ice 0.00 25.20 RET Cable C No Inside Pole 108.00-8.00 1 No Ice 0.00 0.08 1/2"Ice 0.00 0.08 1"Ice 0.00 0.08 2"Ice 0.00 0.08 4"Ice 0.00 0.08 RET Cable C No CaAa(Out Of 116.25-108.00 1 No Ice 0.00 0.08 Face) 1/2"Ice 0.00 0.65 MxTower Job Page 5679 MATTITUCK 3 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-2100 Bechtel FAX.-(110)572-110/ 1 kryan Description Face Allow Component Placement Total CAAA Weight or Shield Type Number Leg t frzyl pl 1"Ice 0.00 1.84 2"Ice 0.00 6.04 4"Ice 0.00 21.78 Safety Line 3/8 B No CaAa(Out Of 118.00-8.00 1 No Ice 0.04 0.22 Face) 1/2"Ice 0.14 0.75 1"Ice 0.24 1.28 2"Ice 0.44 2.34 4"Ice 0.84 4.46 Step Pegs B No CaAa(Out Of 118.00-8.00 1 No Ice 0.08 2.72 Face) 1/2"Ice 0.18 3.51 1"Ice 0.28 4.92 2"Ice 0.48 9.56 4"Ice 0.88 26.18 6"x 1.25"Plate A No CaAa(Out Of 39.50-0.50 1 No Ice 0.21 0.00 Face) 1/2"Ice 0.32 0.00 1"Ice 0.43 0.00 2"Ice 0.65 0.00 4"Ice 1.10 0.00 6"x 1.25"Plate B No CaAa(Out Of 39.50-0.50 1 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 1"Ice 0.00 0.00 2"Ice 0.00 0.00 4"Ice 0.00 0.00 6"x 1.25"Plate C No CaAa(Out Of 39.50-0.50 1 No Ice 0.00 0.00 Face) 1/2"Ice 0.00 0.00 V Ice 0.00 0.00 2"Ice 0.00 0.00 4"Ice 0.00 0.00 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CAAA C,AA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft r� lb ft t 932QLG65VTEB w/Mount A From Leg 3.06 40.0000 64.00 No Ice 8.80 5.67 62.55 Pipe 2.57 1/2"Ice 9.53 6.79 125.49 1.00 V Ice 10.15 7.62 199.43 2"Ice 11.42 9.32 371.06 4"Ice 14.11 12.95 843.64 932QLG65VTEB w/Mount B From Leg 2.57 50.0000 64.00 No Ice 8.80 5.67 62.55 Pipe 3.06 1/2"Ice 9.53 6.79 125.49 1.00 1"Ice 10.15 7.62 199.43 2"Ice 11.42 9.32 371.06 4"Ice 14.11 12.95 843.64 932QLG65VTEB w/Mount C From Leg 3.46 30.0000 64.00 No Ice 8.80 5.67 62.55 Pipe 2.00 1/2"Ice 9.53 6.79 125.49 1.00 V Ice 10.15 7.62 199.43 2"Ice 11.42 9.32 371.06 4"Ice 14.11 12.95 843.64 4'Side Arm A From Leg 1.53 40.0000 64.00 No Ice 0.82 2.87 83.50 1.29 1/2"Ice 1.02 3.33 108.55 0.00 1"Ice 1.22 3.80 133.60 2"Ice 1.63 4.74 183.70 4"Ice 2.45 6.61 283.90 4'Side Arm B From Leg 1.28 50.0000 64.00 No Ice 0.82 2.87 83.50 MxTower Job Page 5679 MATTITUCK 4 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-2100 Bechtel FAX.-(110)571-1101 kryan Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft of fr fry lb ft t 1.53 1/2"Ice 1.02 3.33 108.55 0.00 V Ice 1.22 3.80 133.60 2"Ice 1.63 4.74 183.70 4"Ice 2.45 6.61 283.90 4'Side Arm C From Leg 1.73 30.0000 64.00 No Ice 0.82 2.87 83.50 1.00 1/2"Ice 1.02 3.33 108.55 0.00 V Ice 1.22 3.80 133.60 2"Ice 1.63 4.74 183.70 4"Ice 2.45 6.61 283.90 ETW190VS12UB A From Leg 3.06 40.0000 64.00 No Ice 0.00 0.35 10.00 2.57 1/2"Ice 0.00 0.44 15.82 1.00 V Ice 0.00 0.54 22.17 2"Ice 0.00 0.77 40.18 4"Ice 1.82 1.33 102.96 ETW190VS12UB B From Leg 2.57 50.0000 64.00 No Ice 0.00 0.35 10.00 3.06 1/2"Ice 0.00 0.44 15.82 1.00 V Ice 0.00 0.54 22.17 2"Ice 0.00 0.77 40.18 4"Ice 1.82 1.33 102.96 ETW190VS12UB C From Leg 3.46 30.0000 64.00 No Ice 0.00 0.35 10.00 2.00 1/2"Ice 0.00 0.44 15.82 1.00 1"Ice 0.00 0.54 22.17 2"Ice 0.00 0.77 40.18 4"Ice 1.82 1.33 102.96 ETW20OVS12UB A From Leg 3.06 40.0000 64.00 No Ice 0.00 0.18 10.00 0.00 1/2"Ice 0.00 0.25 14.52 1.00 V Ice 0.00 0.32 19.33 2"Ice 0.00 0.49 33.62 4"Ice 1.47 0.94 86.32 ETW20OVS 12UB B From Leg 2.57 50.0000 64.00 No Ice 0.00 0.18 10.00 3.06 1/2"Ice 0.00 0.25 14.52 1.00 V Ice 0.00 0.32 19.33 2"Ice 0.00 0.49 33.62 4"Ice 1.47 0.94 86.32 ETW20OVS12UB C From Leg 3.46 30.0000 64.00 No Ice 0.00 0.18 10.00 2.00 1/2"Ice 0.00 0.25 14.52 1.00 V Ice 0.00 0.32 19.33 2"Ice 0.00 0.49 33.62 4"Ice 1.47 0.94 86.32 BXA-I 71090/8CF w/Mount A From 4.00 32.0000 78.00 No Ice 3.63 3.80 36.55 Pipe Centroid-Fa 0.00 1/2"Ice 4.25 4.83 70.89 ce 0.00 1"Ice 4.78 5.57 115.10 2"Ice 5.91 7.09 223.88 4"Ice 8.33 10.49 557.24 BXA-I 71090/8CF w/Mount B From 4.00 42.0000 78.00 No Ice 3.63 3.80 36.55 Pipe Centroid-Fa 0.00 1/2"Ice 4.25 4.83 70.89 ce 0.00 V Ice 4.78 5.57 115.10 2"Ice 5.91 7.09 223.88 4"Ice 8.33 10.49 557.24 BXA-171090/8CF w/Mount C From 4.00 32.0000 78.00 No Ice 3.63 3.80 36.55 Pipe Centroid-Fa 0.00 1/2"Ice 4.25 4.83 70.89 ce 0.00 V Ice 4.78 5.57 115.10 2"Ice 5.91 7.09 223.88 4"Ice 8.33 10.49 557.24 (3)BXA-70080-4CF-EDIN-0 A From 4.00 32.0000 78.00 No Ice 3.94 3.98 30.25 w/Mount Pipe Centroid-Fa 0.00 1/2"Ice 4.37 4.60 66.45 ce 0.00 V Ice 4.81 5.24 111.18 tnxTvwer Job Page 5679 MATTITUCK 5 of 9 GPD Group Project Date 520 South Main St.Suite 1531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-1100 Bechtel FAX.-(210)572-1101 kryan Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0fr ft-' fr' lb ft ft 2"Ice 5.71 6.64 219.91 4"Ice 7.67 9.69 541.74 (3)BXA-70080-4CF-EDIN-0 B From 4.00 42.0000 78.00 No Ice 3.94 3.98 30.25 w/Mount Pipe Centroid-Fa 0.00 1/2"Ice 4.37 4.60 66.45 cc 0.00 V Ice 4.81 5.24 111.18 2"Ice 5.71 6.64 219.91 4"Ice 7.67 9.69 541.74 (3)BXA-700804CF-EDIN-0 C From 4.00 32.0000 78.00 No Ice 3.94 3.98 30.25 w/Mount Pipe Centroid-Fa 0.00 1/2"Ice 4.37 4.60 66.45 ce 0.00 1"Ice 4.81 5.24 111.18 2"Ice 5.71 6.64 219.91 4"Ice 7.67 9.69 541.74 Valmont 13'LP Platform C None 0.0000 78.00 No Ice 15.70 15.70 1300.00 1/2"Ice 20.10 20.10 1765.00 1"Ice 24.50 24.50 2695.00 2"Ice 33.30 33.30 3160.00 4"Ice 50.90 50.90 5020.00 (4)DB844H90E-XY w/ A From 4.00 0.0000 88.00 No Ice 3.10 4.65 29.21 Mount Pipe Centroid-Le 0.00 1/2"Ice 3.44 5.27 64.92 g 0.00 1"Ice 3.81 5.91 108.59 2"Ice 4.60 7.24 214.71 4"Ice 6.27 10.26 526.46 (4)DB844H90E-XY w/ B From 4.00 0.0000 88.00 No Ice 3.10 4.65 29.21 Mount Pipe Centroid-Le 0.00 1/2"Ice 3.44 5.27 64.92 g 0.00 V Ice 3.81 5.91 108.59 2"Ice 4.60 7.24 214.71 4"Ice 6.27 10.26 526.46 (4)DB846G90A-XY w/ C From 4.00 0.0000 88.00 No Ice 5.23 7.53 40.95 Mount Pipe Centroid-Le 0.00 1/2"Ice 5.78 8.72 94.97 g 0.00 1"Ice 6.30 9.62 160.69 2"Ice 7.37 11.45 317.95 4"Ice 9.69 15.60 770.13 Valmont 13'LP Platform C None 0.0000 88.00 No Ice 15.70 15.70 1300.00 1/2"Ice 20.10 20.10 1765.00 1"Ice 24.50 24.50 2695.00 2"Ice 33.30 33.30 3160.00 4"Ice 50.90 50.90 5020.00 (2)800 10121 w/Mount Pipe A From Leg 4.00 30.0000 98.00 No Ice 5.69 4.60 66.08 0.00 1/2"Ice 6.18 5.34 111.34 0.00 V Ice 6.67 6.04 166.12 2"Ice 7.69 7.51 297.17 4"Ice 9.84 10.82 674.32 (2)800 10121 w/Mount Pipe B From Leg 4.00 30.0000 98.00 No Ice 5.69 4.60 66.08 0.00 1/2"Ice 6.18 5.34 111.34 0.00 V Ice 6.67 6.04 166.12 2"Ice 7.69 7.51 297.17 4"Ice 9.84 10.82 674.32 (2)800 10121 w/Mount Pipe C From Leg 4.00 30.0000 98.00 No Ice 5.69 4.60 66.08 0.00 1/2"Ice 6.18 5.34 111.34 0.00 V Ice 6.67 6.04 166.12 2"Ice 7.69 7.51 297.17 4"Ice 9.84 10.82 674.32 DBXNH-6565A-A2M w/ A From Leg 4.00 30.0000 98.00 No Ice 6.09 4.86 63.15 mount pipe 0.00 1/2"Ice 6.55 5.53 113.58 0.00 V Ice 7.02 6.23 171.93 2"Ice 7.98 7.69 311.34 4"Ice 10.04 10.91 698.61 MxTower Job Page 5679 MATTITUCK 6 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)571-2100 Bechtel FAX.-(220)571-2101 1 kryan Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft ft lb ft t DBXNH-6565A-A2M w/ B From Leg 4.00 30.0000 98.00 No Ice 6.09 4.86 63.15 mount pipe 0.00 1/2"Ice 6.55 5.53 113.58 0.00 1"Ice 7.02 6.23 171.93 2"Ice 7.98 7.69 311.34 4"Ice 10.04 10.91 698.61 DBXNH-6565A-A2M w/ C From Leg 4.00 30.0000 98.00 No Ice 6.09 4.86 63.15 mount pipe 0.00 1/2"Ice 6.55 5.53 113.58 0.00 1"Ice 7.02 6.23 171.93 2"Ice 7.98 7.69 311.34 4"Ice 10.04 10.91 698.61 9442 RRH 700 A From Leg 4.00 30.0000 98.00 No Ice 3.53 1.60 44.00 0.00 1/2"Ice 3.80 1.82 64.97 0.00 1"Ice 4.08 2.06 89.18 2"Ice 4.67 2.56 148.13 4"Ice 5.95 3.66 313.54 9442 RRH AWS A From Leg 4.00 30.0000 98.00 No Ice 2.51 1.59 43.00 0.00 1/2"Ice 2.75 1.80 60.37 0.00 1"Ice 2.99 2.01 80.63 2"Ice 3.49 2.46 130.62 4"Ice 4.61 3.48 273.93 9442 RRH 700 B From Leg 4.00 30.0000 98.00 No Ice 3.53 1.60 44.00 0.00 1/2"Ice 3.80 1.82 64.97 0.00 1"Ice 4.08 2.06 89.18 2"Ice 4.67 2.56 148.13 4"Ice 5.95 3.66 313.54 9442 RRH AWS B From Leg 4.00 30.0000 98.00 No Ice 2.51 1.59 43.00 0.00 1/2"Ice 2.75 1.80 60.37 0.00 1"Ice 2.99 2.01 80.63 2"Ice 3.49 2.46 130.62 4"Ice 4.61 3.48 273.93 9442 RRH 700 C From Leg 4.00 30.0000 98.00 No Ice 3.53 1.60 44.00 0.00 1/2"Ice 3.80 1.82 64.97 0.00 1"Ice 4.08 2.06 89.18 2"Ice 4.67 2.56 148.13 4"Ice 5.95 3.66 313.54 9442 RRH AWS C From Leg 4.00 30.0000 98.00 No Ice 2.51 1.59 43.00 0.00 1/2"Ice 2.75 1.80 60.37 0.00 1"Ice 2.99 2.01 80.63 2"Ice 3.49 2.46 130.62 4"Ice 4.61 3.48 273.93 DC648-60-18-8F C From Leg 4.00 30.0000 98.00 No Ice 2.22 2.22 20.00 0.00 1/2"Ice 2.44 2.44 39.25 0.00 1"Ice 2.66 2.66 61.47 2"Ice 3.15 3.15 115.61 4"Ice 4.21 4.21 268.16 (2)ETB19G8-12UB TMA A From Leg 4.00 30.0000 98.00 No Ice 0.00 0.45 20.00 0.00 1/2"Ice 0.00 0.57 26.53 0.00 1"Ice 0.00 0.71 34.91 2"Ice 0.00 1.00 58.01 4"Ice 2.51 1.69 135.02 (2)ETB19G8-12UB TMA B From Leg 4.00 30.0000 98.00 No Ice 0.00 0.45 20.00 0.00 1/2"Ice 0.00 0.57 26.53 0.00 1"Ice 0.00 0.71 34.91 2"Ice 0.00 1.00 58.01 4"Ice 2.51 1.69 135.02 (2)ETB19G8-12UB TMA C From Leg 4.00 30.0000 98.00 No Ice 0.00 0.45 20.00 0.00 1/2"Ice 0.00 0.57 26.53 tnxTower Job Page 5679 MATTITUCK 7 of 9 GPD Group Project Date 510 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-2100 Bechtel FAX.-(210)572-2101 1 kryan Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft fr ft2 lb ft t 0.00 1"Ice 0.00 0.71 34.91 2"Ice 0.00 1.00 58.01 4"Ice 2.51 1.69 135.02 (4)RET A From Leg 4.00 30.0000 98.00 No Ice 0.24 0.15 2.20 0.00 1/2"Ice 0.31 0.20 4.44 0.00 V Ice 0.39 0.27 7.71 2"Ice 0.57 0.42 18.14 4"Ice 1.04 0.84 60.01 (4)RET B From Leg 4.00 30.0000 98.00 No Ice 0.24 0.15 2.20 0.00 1/2"Ice 0.31 0.20 4.44 0.00 1"Ice 0.39 0.27 7.71 2"Ice 0.57 0.42 18.14 4"Ice 1.04 0.84 60.01 (4)RET C From Leg 4.00 30.0000 98.00 No Ice 0.24 0.15 2.20 0.00 1/2"Ice 0.31 0.20 4.44 0.00 V Ice 0.39 0.27 7.71 2"Ice 0.57 0.42 18.14 4"Ice 1.04 0.84 60.01 (2)CBC819-DF-9-DCB A From Leg 4.00 30.0000 98.00 No Ice 0.00 0.14 4.30 0.00 1/2"Ice 0.00 0.20 7.54 0.00 1"Ice 0.00 0.28 12.05 2"Ice 0.00 0.45 25.67 4"Ice 1.56 0.90 76.71 (2)CBC819-DF-9-DCB B From Leg 4.00 30.0000 98.00 No Ice 0.00 0.14 4.30 0.00 1/2"Ice 0.00 0.20 7.54 0.00 V Ice 0.00 0.28 12.05 2"Ice 0.00 0.45 25.67 4"Ice 1.56 0.90 76.71 (2)CBC819-DF-9-DCB C From Leg 4.00 30.0000 98.00 No Ice 0.00 0.14 4.30 0.00 1/2"Ice 0.00 0.20 7.54 0.00 V Ice 0.00 0.28 12.05 2"Ice 0.00 0.45 25.67 4"Ice 1.56 0.90 76.71 (2)MHA 1900 A From Leg 4.00 30.0000 98.00 No Ice 0.00 0.40 1.24 0.00 1/2"Ice 0.00 0.50 7.50 0.00 V Ice 0.00 0.61 15.50 2"Ice 0.00 0.87 37.46 4"Ice 2.30 1.47 110.70 (2)MHA1900 B From Leg 4.00 30.0000 98.00 No Ice 0.00 0.40 1.24 0.00 1/2"Ice 0.00 0.50 7.50 0.00 1"Ice 0.00 0.61 15.50 2"Ice 0.00 0.87 37.46 4"ice 2.30 1.47 110.70 (2)MHA 1900 C From Leg 4.00 30.0000 98.00 No Ice 0.00 0.40 1.24 0.00 1/2"Ice 0.00 0.50 7.50 0.00 V Ice 0.00 0.61 15.50 2"Ice 0.00 0.87 37.46 4"Ice 2.30 1.47 110.70 Valmont 13'LP Platform C None 0.0000 98.00 No Ice 15.70 15.70 1300.00 1/2"Ice 20.10 20.10 1765.00 1"Ice 24.50 24.50 2695.00 2"Ice 33.30 33.30 3160.00 4"Ice 50.90 50.90 5020.00 12'T-Arm(1) A From Face 2.00 0.0000 109.00 No Ice 4.70 2.33 333.00 0.00 1/2"Ice 5.33 2.96 400.00 0.00 V Ice 6.00 3.60 467.00 2"Ice 6.67 4.87 533.00 tnxTower Job Page 5679 MATTITUCK 8 of 9 GPD Group Project Date 520 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH44311 Client Designed by Phone:(330)572-1100 Bechtel FAX.-(220)572-2101 1 kryan Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft fr' fts lb ft t 4"Ice 8.33 7.41 600.00 12'T-Arm(1) B From Face 2.00 0.0000 109.00 No Ice 4.70 2.33 333.00 0.00 1/2"Ice 5.33 2.96 400.00 0.00 1"Ice 6.00 3.60 467.00 2"Ice 6.67 4.87 533.00 4"Ice 8.33 7.41 600.00 12'T-Arm(1) C From Face 2.00 0.0000 109.00 No Ice 4.70 2.33 333.00 0.00 1/2"Ice 5.33 2.96 400.00 0.00 V Ice 6.00 3.60 467.00 2"Ice 6.67 4.87 533.00 4"Ice 8.33 7.41 600.00 (2)980F90T2E-M w/Mount A From Face 4.00 0.0000 109.00 No Ice 3.99 3.72 31.40 Pipe 0.00 1/2"Ice 4.45 4.58 65.21 0.00 V Ice 4.90 5.32 108.81 2"Ice 5.82 6.85 217.61 4"Ice 7.98 10.10 552.36 (2)980F90T2E-M w/Mount B From Face 4.00 0.0000 109.00 No Ice 3.99 3.72 31.40 Pipe 0.00 1/2"Ice 4.45 4.58 65.21 0.00 1"Ice 4.90 5.32 108.81 2"Ice 5.82 6.85 217.61 4"Ice 7.98 10.10 552.36 (2)980F90T2E-M w/Mount C From Face 4.00 0.0000 109.00 No Ice 3.99 3.72 31.40 Pipe 0.00 1/2"Ice 4.45 4.58 65.21 0.00 1"Ice 4.90 5.32 108.81 2"Ice 5.82 6.85 217.61 4"Ice 7.98 10.10 552.36 (2)HBX-6516DS-VTM w/ A From Leg 4.00 0.0000 116.25 No Ice 3.53 3.17 28.15 mount pipe 0.00 1/2"Ice 3.91 3.80 58.62 0.00 1"Ice 4.33 4.43 97.61 2"Ice 5.22 5.75 194.84 4"Ice 7.14 8.68 493.60 (2)HBX-6516DS-VTM w/ B From Leg 4.00 -10.0000 116.25 No Ice 3.53 3.17 28.15 mount pipe 0.00 1/2"Ice 3.91 3.80 58.62 0.00 V Ice 4.33 4.43 97.61 2"Ice 5.22 5.75 194.84 4"Ice 7.14 8.68 493.60 (2)HBX-6516DS-VTM w/ C From Leg 4.00 0.0000 116.25 No Ice 3.53 3.17 28.15 mount pipe 0.00 1/2"Ice 3.91 3.80 58.62 0.00 V Ice 4.33 4.43 97.61 2"Ice 5.22 5.75 194.84 4"Ice 7.14 8.68 493.60 4'T-Arm(Commscope A From Leg 2.00 0.0000 116.25 No Ice 2.87 0.82 83.50 MC-DAI4-13) 0.00 1/2"Ice 3.33 1.02 108.55 0.00 V Ice 3.80 1.22 133.60 2"Ice 4.74 1.63 183.70 4"Ice 6.61 2.45 283.90 4'T-Arm(Commscope B From Leg 2.00 -10.0000 116.25 No Ice 2.87 0.82 83.50 MC-DA14-13) 0.00 1/2"Ice 3.33 1.02 108.55 0.00 V Ice 3.80 1.22 133.60 2"Ice 4.74 1.63 183.70 4"Ice 6.61 2.45 283.90 4'T-Arm(Commscope C From Leg 2.00 0.0000 116.25 No Ice 2.87 0.82 83.50 MC-DAI4-13) 0.00 1/2"Ice 3.33 1.02 108.55 0.00 V Ice 3.80 1.22 133.60 2"Ice 4.74 1.63 183.70 4"Ice 6.61 2.45 283.90 WxTower Job Page 5679 MATTITUCK 9 of 9 GPD Group Project Date 510 South Main St.Suite 2531 2012819.5679.01 12:40:17 10/23/12 Akron,OH 44311 Client Designed by Phone:(330)572-2100 Bechtel FAX.-(220)572-2101 kryan Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Harz Adjustment Beam Diameter Area Leg Lateral Width Vert fto o ft t !r' lb 2 Dish A Paraboloid From 4.00 0.0000 98.00 2.00 No Ice 3.14 70.00 w/Shroud(HP) Face 0.00 1/2"Ice 3.41 280.00 4.00 1"Ice 3.68 490.00 2"Ice 4.21 920.00 4"Ice 5.28 1770.00 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in 0 ° t 116.25 (2)HBX-6516DS-VTM w/mount 37 18.998 1.3270 0.0080 83961 pipe 109.00 12'T-Arm(1) 37 16.985 1.3227 0.0079 59565 102.00 2'Dish 37 15.051 1.3118 0.0078 21057 98.00 (2)800 10121 w/Mount Pipe 37 13.956 1.2983 0.0076 13270 88.00 (4)DB844H90E-XY w/Mount Pipe 37 11.295 1.2379 0.0067 6895 78.00 BXA-I 71090/8CF w/Mount Pipe 31 8.809 1.1347 0.0055 4668 64.00 932QL665VTEB w/Mount Pipe 31 5.768 0.9151 0.0038 3723 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ° ft 116.25 (2)HBX-6516DS-VTM w/mount 6 54.817 3.8280 0.0231 29434 Pipe 109.00 12'T-Arm(1) 6 49.015 3.8155 0.0230 20915 102.00 2'Dish 6 43.442 3.7844 0.0225 7416 98.00 (2)800 10121 w/Mount Pipe 6 40.288 3.7457 0.0219 4661 88.00 (4)DB844H90E-XY w/Mount Pipe 6 32.616 3.5731 0.0193 24]6 78.00 BXA-I 71090/8CF w/Mount Pipe 6 25.441 3.2770 0.0159 1633 64.00 932QLG65VTEB w/Mount Pipe 6 16.659 2.6436 0.0109 1297 Section Capacity Table Section Elevation Component Size Critical P SF*P°11°" % Pass No. f Type Element lb lb Capacity Fail Ll 118-108.5 Pole TP18x18x0.375 1 -2115.97 697494.89 5.1 Pass L2 108.5-108 Pole TP24x]8x0.375 2 -2116.13 704690.42 5.6 Pass L3 108-72.25 Pole TP29.726x24x0.2188 3 -10094.80 964464.12 52.2 Pass L4 72.25-35.75 Pole TP35.094x28.72790.25 4 -15519.00 1301050.60 100.8 Pass L5 35.75-0 Pole TP40.2803.91760.528 5 -25918.50 3463333.81 61.6 Pass Summary Pole(L4) 100.8 Pass RATING= 100.8 Pass 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX C Tower Elevation Drawing 10/24/2012 118,0 ft I I N ^ N 8 N . o m DESIGNED APPURTENANCE LOADING ---- —— — TYPEELEVATION TYPE ELEVATION (2)HBX 6516DS-VTM w/mount pipe 116.25 (2)CBC819-DF-9-DCB 98 o o N a (2)HBX 6516DS-VTM w/mount pipe 116.25 (2)MHA1900 98 (2)HBX-6516DS-VTM wl mount pipe 116.25 (2)MHA1900 98 i N 4'T-Arm(Commscope MC-DA14-B) 116.25 (2)MHA1900 188 4'T-Arm(Commscope MC-DAI4-B) 1116.25 Valmont 13 LP Platform 98 I C, — 4'T-Arm(Commscope MC-DAI4-B) 116.25 7 Dish 98 12 T-Arm(11) 109 109 (4)DB846G�-XY w/Mount Pipe I T-Arm w/Mount Pipe 88 _P w/Mount Pipe 88 17 T-Arm 1 109 (2)980F90T2E-M w/Mount 3'Pipe 109 Valmont 1LP Platform - �88 ',. (2)980F90T2E-M w/Mount Pipe 109 (3)BXA-70080-4CF-EDIN-0 w/Mount 78 (2)980F90T2E-M w/Mount Pipe 109 Pipe ^ N `r ry o n voi (2)800 10121 wl Mount Pipe 98 Valmont 13'LP Platform 78 o (2)800 10121 w/Mount Pipe 98 BXA-1 7109018CF w/Mount Pipe 78 INJ 101 INI 1 (2)800 10121 w/Mount Pipe 1 98 BXA-171090/8CF w/Mount Pipe 78 DBXNH-05654-A2M w/mount pipe '98 BXA-171090/8CF w/Mount Pipe 78 DBXNH-6565A-A2M w/mount pipe i98 �(3)BXA-70080-4CF-EDIN-0 w/Mount �78 DBXNH-6565A-A2M w/mount pipe 1 98Pipe 9442 RRH 700 _ 98 -(3)BXA-70080-4CF-EDIN-0 w/Mount �78 Pipe 9442 RRH AWS 98 ;ETW190VS12UB 64 9442 RRH 700 981 9 0 111 11 mill ETW790VS12U864 9442 RRH AWS 98 - ETW20OVS12UB 64 9442 RRH 700 98 ETW200VS12UB X164 i 72.3ft 9442 RRH AWS 98 ETW20OVS12UB 64 DC648b0-18-8F 98 -- (2)-ET819G8-12U8 TMA 98 932DLG65VfEB w/Mount Pipe 64 (2)ETB19G8-12UB TMA : 932QLG65VTEB w/Mount Pipe X64 s8 (2)ETB19G8-12UB TMA 98 932OLG65VTEB w/Mount Pipe X64 LLL (4).RET 98 4'Side Arm 64 (4)RET yg- 4'Side Arm 64 (4)RET98 4'Side Arm 64 _ ETW190VS12UB 64 (2)CBC819-DF-9-DCB 98 - - (2)CBC819-DF-9-DCB 98. o N 9 $ _ -_ MATERIAL STRENGTH _ a GRADE-r Fy �_ Fu - GRADE --Fy — --Fu o A53-B-42 I42 ksi 63 ksi A607-65 65 ksi 80 ksi _ A607-60 .60 ksi 75 ksi _ -. ... TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for a 85 mph basic wind in accordance with the TIA/EIA-222-F Standard. 3. Tower is also designed for a 38 mph basic wind with 0.75 in ice.Ice is considered to increase in thickness with height. 4. Deflections are based upon a 50 mph wind. 5. TOWER RATING:100.8% 35.8 ft AXIAL $ 40098 lb NA SHEARci MOMENT 55991b , 460209 lb-ft TORQUE 634 lb-ft 38 mph WIND-0.7500 in ICE AXIAL 25931 lb SHEAR MOMENT 214551b 1714324 lb-(t -. 0.0 ft TORQUE 2746 Ib-ft N m 2 REACTIONS-85 mph WIND m m GPD Group ob:5679 MAMTUCK 520 South Main St. Suite 2531 Project 2012819.5.679.01 rn�t,krTUN Akron,OH 44311 Client:Bechtel Drawn by:kryan App'd GPD Group Phone.(330)572-2100 Code. TIA/EIA-222-F Data:10/23/12 Scale: NTS FAX: 220 572-2101 Path:C:wsarsa mD,W,\679.01\n,T...A5679 MztEwck.ed Dg No.E-1 Feedline Distribution Chart 0' -118' Round Flat App In Face App Out Face Truss Leg 118.00 Face A Face B Face C_ _ .. .-. .. �.. 116.25116.25 118.00 21 C te m m _ m a mei rn Q Q o o U 10850 1fK10n 109 nn w o 13 108.00 0 0 _ 109.00 u. 108.50 ... -. 98.00 98.00 - _ 88.00 88.00 78.00 78.00 72.25' 72.25 64.00 �., 64.00 O v LL ' O LL m N m 9 1 x 8 2 9 W G L W m N a (If C trLLy � � H � LL Q Q 1n N LLO.. 39.50 v 3950 A 35.75 Qo Q 35.75 8.00 800 0.00: 0.50 0.50 _... 10.00 ,. GPD Group Job.5679 MATTITUCK 520 South Main St. Suite 2531 Protect 2012819.5679_.0.1 t;n�t ktytlN Akron,OH 44311 ci1Bnt Bechtel Drawn by kryan Aapd: GPD Group Phone:(330)572-2100 Code: TIA/EIA-222-F (Data:10/23/12 Scale: NTS FAX: 220 572-2101 Path:C:wsersu ntoeskto 5879.01Mnniower 567aMatetuo, d Dwg No.E-7 Feedline Plan 35'9" Round Flat App In Face App Out Face Section @ 35'9" 04) XPARDW) i / • (12)LDF5-50A(7/8 FOAM) • (je)LDF6-50A(1-1/4 FOAM) i 2"Innerduct (12)LDF7-50A 1-5/8 FOAM) 6"x 1.25'Plate`W (12)LDF5- 7/8 FOAM) d�- vele of We GPD GroupJob:5679 MATTITUCK _ 520 South Main St.Suite 2531 'rol"t 2012819.5679.01 C t"IRIC P Akron,OH 44311 c"en Bechtel Drawn by kryan "'pPd GPD Group Phone:(330)572-2100 code' TIAIEIA-222-F feta.10/23/12 Scala. NTS FAX: 220 572-2101 Path:C:\Usersl n\Ueskto\679A1\InxTowadb679 MalWuck. aYg�-E- 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX D Base Plate & Anchor Rod Analysis 10/24/2012 ,h Anchor Rod and Base Plate Stresses 5679 MATTITUCK (Base Plate Only) GPD GROUP 2012819.5679.01 'Overturning Moment= 1287.00k"ft Axial Force= 25.92k Shear Force= 21.601k Acceptable Stress Ratio 'Above reactions have been adjusted due to consideration of modifications. See attached hand calculations for determination of anchor rod forces in the analysis. Base Plate Plate Strength(Fy)= 55 ksi Plate Thickness= 2.5 in Plate Width= 46 in Est. Dist.b/w ea.Rod= 6 in wca,c= 36.902 in wmax= 24.774 in w= 24.77 in S= 25.81 in3 fb= 36.24 ksi Fb= 55 ksi Base Plate Capacity= 65.9% OK VnaX -Vcatc Base Plate Anchor Rod 5t CTyp) Iren T9 Base PLate Est. Dist, blx ea, Rod Pole Yl.-Id Llne GPD Unstiffened Square Base Plate Stress(Rev F)-V2.07 ,,/► , Anchor Rod and Base Plate Stresses 5679 MATTITUCK (Anchor Rods Only) GPD GROUP 2012819.5679.01 Overturning Moment= 1714.32k*ft Axial Force= 25.93 k Shear Force= 21.46 k Acceptable Stress Ratio= 105.0% Anchor Rods Pole Diameter= 40.28 in Number of Rods= 12 Type= Upset Rod Rod Yield Strength(Fy)= 75 ksi ASIF= 1.333 Rod Circle= 47 in Rod Diameter= 2.25 in Net Tensile Area= 3.25 int Max Tension on Rod= 143.57 kips Max Compression on Rod= 147.89 kips Allow.Rod Force==N ki s Anchor Rod Capacity= 73.6% OK `MCLX NCOIC Base Plate Anchor Rod 5t CTyp) en 3ase PLate Est, Dlst. b/w ea, Rod Pole Yleld Llne GPD Unstiffened Square Base Plate Stress(Rev F)-V2.07 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX E Flange Bolt and Flange Plate Analysis 10/24/2012 Existing Flange Connection @ 108' i_ 5679 MATTITUCK 2012819.5679.01 G ND G ROUP O.T.Moment=[::::3 k Axial= 2.12 kips Acceptable Stress She.,= 3.49 kips Ratio=r I 5.0%1 `Above reacbons have beon adjusted due to considoration of r dlhcations See attached hand calrulafions for determination of flange bolt forces used in the analysts. Flange Bolts Upper Flange Plate UpperStiffeners #Bolts= 12 Location= External Configuration= None Bolt Type= A325 Plate Strength(Fy)= 50 ksi Ft= 44 ksi Plate Thickness= 1.75 in ASIF= 1.333 Outer Diameter= 36.25 in Bolt Circle= 29.25 in wcalc= 23.06 in Bolt Diameter= ' 1.25 in wmax= 32.13 in w= 23.06 in Tension&Shear(ASD,Section J3.5) S= in F,= 21 ksi f,= si Nominal Area= 1.23 in` Fe= si f.= 0.24 ksi UP Capacity-g5.6%,1 OK Applied Shear= 0.29 kips -Required plate thickness controls over Allowable Shear= 34.36 kips plate stress ratio" FtA2-4.39(fv"2)y`1/2= 44.00 ksi Allowable Bolt Stress= 58.66293 ksi B= 71.99 kips Prying Action Check Tall= 41.41 kips tree= 0.41 in Max Comp.on Bolt= 2.67 kips Lower Flana Plate Lower Stiffeners Max Tension on Bolt= 2.32 kips Location= External Configuration=1 None Shear Capacity= 0.8% Plate Strength(Fy)= 50 ksi Tensile Capacity= 5.61/6Plate Thickness= 1.75 in Bolt Capacity- 5.6%OK Outer Diameter= :: 36.25 in wcalc= 16.72 in Pole Information wmax= 25.07 in Shaft Diam.(Upper)_ -96 in w= 16.72 in Thickness(Upper)= 0.375.in S=1 8.53 1n^3 #of Sides(Upper)= Round f,= 1.29 ksi Fy(Upper)=R 42 ksi Fn= 50 ksi LP Ca aci 2.6%OK Shaft Diam.(Lower)_ -24 in Thickness(Lower)=:'.021875 in #of Sides(Lower)_L 16 Fy(Lower)_ 60 ksi GPD Flange Plate Stress(Rev F)-V1.08 520 South Main Street• Suite 2531 • Akron, Ohio 44311• PHONE 330-572-2100• FAX 330-572-2101 GPD GROUP Job#: 2012819.5679.01 Calculated By: KPR Date: 10/24/2012 GPD CROUP Engineers• Architects• Planners Sheet No 1 Of 1 Checked By: Date: MAX BOLT FORCE CALCULATIONS 0 108' Moment from TNX(M) = 13.34 kip-ft ASIF = 1.33 Axial from TNX(P) = 2.12 kips Bolt Diameter = 1.25 in Bolt Area(Ainn�) = 1.23 in Bolt Circle(BC;nn,) = 29.25 in Bolt MOI (l(,.inner) = 0.12 in Total Area (Ata.rn) = 11.04 in' Number Bolts(Ni,) = 9 Percent Total Area(n;n) = 100.0% Axial, Bolts(P*nj = 2.12 kips a I; = 1182.25 in (Nrmer*Arnner*BCj.z/8+Nroner*lo.inner) Ita= 1182.25 in (Ironer + looter + IP;) Finer= 2.67 kips (M*(BC;ner/2)*Afnr,)/lt0tar + P*nidNinner) Note: "Existing Flange Connection"calculations incorporate(12)total bolts for the purpose of calculcating max bending on the flange plates. 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX F Modification Calculations 10/24/2012 Reinforced Monopole Analysis 5679 MATTITUCK GPD GROUP 2012819.5679.01 Code= TIA/EIA-222-F AISF= 1.333 Max Stress Ratio= 1.05 #of Sides= 18 Geometry Reactions Capacities Quantity Section El— (ft)(ft) Pole Flat-Flat(In) Wall t(in) F km _ K Conn,S eci m M menl(k-ft) Aida)(k) Shear(k) Tommn(k•ft _ Pole Reinforcment Pass/Fall Plate 6.5xt25 3 �_S 0 40.28 0.3125 65 0.8 18 1714.32 25.93 21.46 2.75 0.528 61.7% 74.5°, GPD Modified Monopole Analysis-VS.00 108 Ft Monopole w/10 Ft Proposed Extension-Structural Evaluation AT&T USID:5679 APPENDIX G Foundation Analysis 10/24/2012 10^ Caisson Analysis IMM_ 5679 MATTITUCK P GPD GROUP 2012819.5679.01 /+� - j M HG Code TWEIA-222-F Mu= 1714.32 k-ft 1111 Concrete Code ACI 318-05 Mr= 3632.04 k-ft Seismic Design Category FS= 2.12 Max Stress Ratio 1.05 Capacity= 94.4% Pass Reinforcing Known? Yes Modifled? No Ground Water 99.00 ft *Mn= 3317.08 k-ft Soil Depth to Neglect 3.00 ft Mu= 2359.97 k-ft Min p= 0.00500 Provided p= 0.00613 OK D WMoment,M 1714.32 k-ft Capacity= 71.1% Pass Axial,P 25.93 k Shear,V qq 21.46 k I Ilf Ns ,7g�r.v Pier Diameter 6 ft Pier Length Below Grade 21 ft Distance Above Grade 0-5 ft Vertical Bar Size #11 Vertical Bar Quantity 16 Tie Size #5 ft fc•= 3 ksi ty= 60 ksi Diameter Clear Cover= 4 in MM m MIA Layer Soil Type Thickness 9•P Cu,psf Kp Top of Layer Bot.of Layer Layer 1 Sand 15 3D0 0 28 2.77 0.00 15.00 Layer 2 Sand 8 IDD 0 30 3.00 15.00 23.00 Layer 3 Sand 1.00 23.00 23.00 Layer 4 Clay 0.00 23.00 23.00 Layer 5 Clay 0.00 23.00 23.00 Layer 6 Sand 1.00 23.00 23.00 Layer 7 Sind 1.00 23.00 23.00 Layer 8 9Y 12 .00 23.00 23.00 Layer 9 Sand 1.00 23.00 23.00 Layer 10 Clay 1 0.00 23.00 23.00 GPD Caisson Analysis-V1.00 FedEx Ship Manager API Label Page Page 1 of 1 From: (201)571-0790 Origin ID:UMMA Ship Date:11JAN 13 Maurice LashActWgt:0.3 LB BECHTEL COMMUNICATIONS INC tea` CAD:103792646MISX12600 100 PARAGON DRIVE SUITE 275 Delivery Address Bar Code MONTUALE,NJ 07645 J12201209200325 III IIIIIIIII VIII II VIII II II I I IIII VIII I IIIIIIII itIIII III VIII II I I III III SHIP TO: (917)577-0156 BILL SENDER Ref# 25471410 Patrick Kelleher Invoice PBI PO# Dept# 111 Meeting House Road Bedford Corners, NY 10549 TUE - 15 JAN A4 ** 2DAY ** TRK# 7945 0157 2863 ozol `+ N 10549 ST AN 1A SWF L 515G2178131AA44 F'EDEX SHIPPING LABEL To prepare your package for shipment,you need to do the following: 1. 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October 2012 Invoice#: Location: Bechtel Telecommunications-NJ/NY Form A-1 Access Total Labor Corrected Dare Site ID UMTS ID Special Project# Person Form A-t Classification Hours Rate Per Dollars hours Project ID Hour 9/30/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 13.00 $65.00 $ 845 13.00 switch WO 10/1/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/2/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/3/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.001 $65.00 $ 520 8.00 switch WO 10/4/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 7.001 $65.00 $ 455 7.00 switch WO 10/5/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.00 $65.00 $ 520 8.00 switch WO 10/6/12 BECHTEL SWITCHVarious LTE Brian Burns Sr.Switch Technician 13.00 $65.00 $ 845 13.00 switch WO 9/30/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 13.00 $60.00 $ 780 13.00 switch WO 10/1/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/2/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/3/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/4/12 BECHTEL SWITCH Various LTE Frantz Dor illes ISwitch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/5/12 BECHTEL SWITCH Various LTE Frantz Dor illes I Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/6/12 BECHTEL SWITCH Various LTE Frantz Dor illes I Switch Technician 13.00 $60.00 $ 780 13.00 switch WO 10/7/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/8/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/9/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.00 $65.00 $ 520 8.00 switch WO 10/10/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/11/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/12/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 14.00 $65.00 $ 910 14.00 switch WO 10/13/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 17.00 $65.00 $ 1,105 17.00 switch WO 10/7/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/8/12 BECHTEL SWITCH Various LTE Frantz Dor illes I Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/9/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/10/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/11/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 16.00 $60.00 $ 960 16.00 switch WO 10/12/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 14.00 $60.00 $ 840 14.00 switch WO 10/13/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 13.00 $60.00 $ 780 13.00 switch WO 10/14/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 14.00 $65.00 $ 910 14.00 switch WO 10/15/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/16/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 10.50 $65.00 $ 683 10.50 switch WO 10/17/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.00 $65.00 $ 520 8.00 switch WO 10/18/12 BECHTEL SWITCH Various LTE Brian Burns JSr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/19/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 11.00 $65.00 $ 715 11.00 switch WO 10/20/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 13.00 $65.00 $ 845 13.00 switch WO 10/14/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 17.00 $60.00 $ 1,020 17.00 switch WO 10/15/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/16/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/17/12 BECHTEL SWITCH Various LTE Frantz Dar illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/18/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 15.00 $60.00 $ 900 15.00 switch WO 10/19/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 8.00 $60.00 $ 480 8.00 switch WO 10/20/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician 13.00 $60.00 $ 780 13.00 switch WO 10/21/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 13.50 $65.00 $ 878 13.50 switch WO 10/22/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.00 $65.00 $ 520 8.00 switch WO 10/23/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 12.00 $65.00 $ 780 12.00 switch WO 10/24/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 15.50 $65.00 $ 1,008 15.50 switch WO 10/25/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 11.50 $65.00 $ 748 11.50 switch WO 10/26/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 8.00 $65.00 $ 520 8.00 switch WO 10/27/12 BECHTEL SWITCH Various LTE Brian Burns Sr.Switch Technician 13.00 $65.00 $ 845 13.00 switch WO 10/21/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch TechnicianJ13.001 $60.00 $ 780 13.00 switch WO 10/22/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 480 8.00 switch WO 10/23/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 960 16.00 switch WO 10/24/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 480 8.00 switch WO 10/25/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 960 16.00 switch WO 10/26/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 480 8.00 switch WO 10/27/12 BECHTEL SWITCH Various LTE Frantz Dor illes Switch Technician $60.00 $ 780 13.00 switch WO 662.00 $ 41,330.00 Switch Support-October 2012 1 Summary 1/11/2013 r 1 RF Exposure Analysis for Proposed Upgrade New Cingular Wireless PCS LLC (AT&T) Antenna Facility Site ID: NYNYNY0228 ELIJAH'S LANE, MATTITUCK, NY 11952 =fs s, r January 14, 2013 Prepared by Bernard Morgan Senior RF Engineer Bechtel Communications, Inc. New Cingular Wireless PCS, LLC(AT&T) Table of Contents 1. INTRODUCTION................................................................................................................................3 2. SITE DATA...........................................................................................................................................3 3. RF EXPOSURE PREDICTION..........................................................................................................5 4. FCC GUIDELINES FOR EVALUATING THE ENVIRONMENTAL EFFECTS OFRF EMISSION................................................................................................................................5 5. COMPARISON WITH STANDARDS AT 6FT ABOVE LEVEL...................................................6 6. CONCLUSION AT 6FT ABOVE STREET LEVEL.........................................................................6 7. FCC LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE)..........................................7 8. EXHIBIT A—INDIVIDUAL SYSTEMS POWER DENSITY BY DISTANCE.............................8 9. ATTACHMENT................................................................................................................................. 15 10. FOR FURTHER INFORMATION............................................................................................... 16 11. REFERENCES................................................................................................................................ 16 2 New Cingular Wireless PCS,LLC(AT&T) 1. Introduction This report constitutes an RF exposure analysis in connection with the proposed upgrade to the existing New Cingular Wireless PCS, LLC (AT&T) antenna facility located at ELIJAH'S LANE, MATTITUCK, NY 11952. This analysis uses site-specific engineering data to determine the predicted levels of radio frequency(RF)electromagnetic energy in the vicinity of the upgraded facility and compares those levels with the Maximum Permissible Exposure(MPE) limits established by the Federal Communications Commission. Bechtel has determined that in addition to AT&T there are T-Mobile, Verizon, Nextel and Sprint at this location. Therefore this report addresses the cumulative impact of these operators. 2. Site Data A- AT&T AT&T Site Name: NYNYNY0228 Number of simultaneously operating channels GSM850: 2-2-2 GSM 1900: 2-2-2 UMTS 1900: 2-2-2 UMTS850: 2-2-2 LTE700:2-2-2 Type of antenna Kathrein 800 10121 for UMTS&GSM Andrew DBXNH-6565A-A2M for LTE Power per channel(Watts ERP) GSM850: 316 Watts GSM1900: 602 Watts UMTS850: 316 Watts UNITS 1900: 602 Watts LTE700: 524 Watts Top of Antennas feet AGL) 103' B- Other Carriers included in the study: T-Mobile,Verizon,Nextel/Sprint and MetroPCS 3 New Cingular Wireless PCS, LLC(AT&T) TOP OF EXISTING LIGHTNING ROD f126-0" A.G.L. TOP OF MONOPOLE ±118'-O" A.G.L. METROPCS ANTENNAS RAD. CENTER SPRINT ANTENNAS RAD. CENTER X116-3 A.C.L. 'j" A.G.L. EXISTING (2) ANTENNAS TO REMAIN, SWAP (1) AT&T ANTENNA FOR NEW LTE AT ANTENNA, (TYP. ALL SECTORS) (SEE DETAII EXISTING DISH TO REMAIN TOP OF AT&T ANTENNAS (SECTOR A) P FOR (TYALL SECTORS) 103'-0" ± A.G.L. INSTALL (2) PROPOSED RRH'S ON PROPOSED RAYCAP DC6 DOME ON HANDRAIL (TYP, ALL SECTORS) HANDRAIL (SEE DETAIL 1102/AO5) FOR (SEE DETAIL 1107/AO4) MOUNTING (SEE DETAIL 1116/AO5) 0 NEXTEL ANTENNAS RAD. CENTER X88'-0" A.G.L. NON" ANTENNAS RAD CENTER OA.G.L. OBILE ANTENNAS RAD, CENTER '65'-0" A.G.L. PROPOSED FIBER & POWER CABLE IN 2 1/2" INNERDUCT ALONG EXISTING ROUTE EXISTING MONOPOLE PROPOSED GPS UNIT & NEW 1/ " G GPS EXISTING COAX CABLE ROUTED TO BBU UNIT IN REMAIN (PROVIDE 10' MINIMUM SEPARATION FROM ANTENNAS) EXISTING T-MOBILE (SEE DETAIL 1324/AO5) EXISTING AT&T EQUIPMENT EQUIPMENT SHELTER EXISTING CHAIN LINK FENCE EXISTING VER120N EXISTING ICE SHELTER EXISTING NEXTEL BRIDGE SHELTER EXISTING SPRINT EQUIPMENT EXISTING GRADE 4 New Cingular Wireless PCS,LLC(AT&T) 3. RF Exposure Prediction The following equations established by the FCC,in conjunction with the site data,were used to determine the levels of RF electromagnetic energy present in the vicinity of the upgraded facility: 0.64*1.64*N*ERP(9) PowerDensity = Z (mw/cm2) Eq. 1-Far-field R Where, N= Number of channels, R= distance in cm from the RC (Emission Center) of antenna, and ERP(B) = The power referenced to a half-wave dipole radiator expressed in milliwatts in the direction of prediction point. P /ch*N*103 PowerDensity = 2*;T*R*h*a/360 (mw/cm2) Eq. 2-Near-field Where P;„/ch=Input power to antenna terminals in watts/ch,R=distance to center of emission, h=aperture height in meters, a =3 dB band-width of horizontal pattern. 4. FCC Guidelines for Evaluating the Environmental Effects of RF Emission In 1985, the FCC established rules to regulate radio frequency(RF) exposure from FCC licensed antenna facilities. In 1996, the FCC updated these rules, which were further amended in August 1997 by a Second Memorandum Opinion and Order. These new rules represent a consensus of the federal agencies responsible for the protection of public health and the environment, including the Environmental Protection Agency (EPA), the Food and Drug Administration (FDA), the National Institute for Occupational Health and Safety (NIOSH), and the Occupational Safety and Health Administration(OSHA). Under the laws that govern the delivery of wireless communications services in the United States, as amended by the Telecommunications Act of 1996, the FCC has exclusive jurisdiction over RF emissions from personal wireless antenna facilities, which include cellular, PCS, messaging and aviation sites.z Pursuant to its authority under federal law,the FCC has established rules to regulate the safety of emissions from these facilities. RF exposure is measured and predicted in terms of power density in units of milliwatts(mW),a thousandth of a watt,or microwatts(P W),a millionth of a watt,per square centimeter(cm2). Data comparing predictive analysis with on site measurements has demonstrated that power density can be effectively predicted at given locations in the vicinity of a wireless antenna facility. 2 47 U.S.C.Section 332(c)(7)(B)(iv)states that"[n]o State or local government or instrumentality thereof may regulate the placement,construction,and modification of personal wireless service facilities on the basis of the environmental effects of radio frequency emissions to the extent that such facilities comply with the Commission's regulations concerning such emissions." 5 New Cingular Wireless PCS, LLC(AT&T) 5. Comparison with Standards at 6ft above level The maximum cumulative power density at the upgraded facility represents 1.55% of the public/uncontrolled MPE limit.This is at 6 feet above ground and approximately 400 feet from the antenna facility. Uncontrolled MPE Result 10000 x,,...,£.100%of Controlled Limit 100%of Uncontrolled MPE •5%of Uncontrolled MPE 1000 T -Predicted Power Density &3kkd3Ad&a&,,.Bb3d G333£F''ov<<E 3.f 1+<f i4d89S 89 Bi3srida&d?Bdt££3?i N?'fiit C,EXf£ sli,l9�#i'fiAZIxlkD8f23�3,iE8H88988ii324&&t3@xi39 tae33398id3iSfkti&f.,sTe3Hd 33f�>4XY1iSA3 100 W W 10 O = 1 0 U C 0 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance From Antenna, ft Cumulative percentage of FCC uncontrolled limit by distance. See Exhibit A for graphic breakdown of individual systems power density by distance. 6. Conclusion at 6ft above street level This analysis requires a conservative methodology and is based on the simultaneous and continuous operation of all existing and proposed transmitters. In actual operation, many of the transmitters will operate intermittently and therefore the actual levels will be even lower. This analysis shows that the maximum power density in accessible areas at this location is well below the Maximum Permissible Exposure limit established by the FCC. Based on my review and analysis of all available data regarding this facility and location,I believe that this Report and findings are accurate in all respects. 6 New Cingular Wireless PCS, LLC(AT&T) 7. FCC Limits for Maximum Permissible Exposure (MPE) Power Deneily (rn1tfn 100 --° Cupakl z 4 h 4 --------- General Public , 5 1 5.0 44 4 4 t 4 5 , 4 f h r 4 f h d 4 rr 4 } 4 / 2 4 r 14 I I I 1VI 0.3 1.34 3.0 30 300 1,500 100,000 Frequency(MHz) New Cingular Wireless PCS,LLC(AT&T) 8. Exhibit A — individual systems power density by distance 10000 AT&T GSM Cellular band 1000 100 N 10 c Q 3 1 0 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 10000 AT&T GSM PCS band 1000 100 10 c N Q 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 8 New Cingular Wireless PCS,LLC(AT&T) 10000 AT&T UMTS Cellular band 1000 3:100 10 3 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground , ft 10000 AT&T UMTS PCS band 1000 100 10 c m 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft 9 New Cingular Wireless PCS, LLC(AT&T) 10000 AT&T LTE 700Mhz band 1000 100 10 N 1 0 a 0.1 0.01 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna at 6ft above ground, ft Nextel ESMR band 10000 1000 N 100 E U 10 � 1 c 0 0.1 3 0 0.0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna@ 6ft above ground, ft 10 New Cingular Wireless PCS,LLC(AT&T) Sprint PCS band 10000 1000 N 100 E U 3 10 c 1 N 0.1 0 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft T-Mobile PCS band 10000 1000 100 N E U 3 10 .7 1 c a� 0.1 a 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft New Cingular Wireless PCS,LLC(AT&T) T-Mobile AWS band 10000 1000 100 N E 10 a }' 1 N c 0.1 py 0 0.01 0.001 0.1 1 10 00 100p 10000 Horizontal Distance from AnIenna @ 6ft above ground, ft 10000 Verizon 700 band 1000 100 N E 10 4 {= 1 c a� Q 0.1 3 0 n- 0.01 0.001 0.1 1 10 100 1040 1 000 Horizontal Distance from Antenna, ft @ 6ft above ground level 12 New Cingular Wireless PCS, LLC(AT&T) Verizon Cellular band 10000 1000 100 [V C U 10 4-1 .N 1 c 0 Q a) 0.1 0 0-0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna @ 6ft above ground, ft Verizon PCS band 10000 1000 (14 100 U 10 .N N 1 D 0.1 0 0- 0.01 0.001 0.1 Horizontal Distance from Atdenna @900abovel0000 ground, ft 13 New Cingular Wireless PCS,LLC(AT&T) Metro PGS band 10000 1000 E 100 _U 10 A Ar .N 1 Q L 3 0.1 0 a 0.01 - 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level Mircowave 10000 1000 100 Nc C U 10 a .N 1 c Q 0.1 3 0 CL 0.01 0.001 0.1 1 10 100 1000 10000 Horizontal Distance from Antenna, ft @ 6ft above ground level 14 New Cingular Wireless PCS, LLC(AT&T) 9. Attachment ATTACHMENT A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE(MPE) (A) Limits for Occupational/Controlled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) IEJ', IH12 or S (MHz) (V/m) (A(m) (mW/cm') (minutes) 0.3-3.0 614 - 1.63 - (100)*- —6 3.0-30 1842/f 4.$9/f (900/f)* 6 30-300 61.4 0.163 1.0 6 300-1500 .. f/300 6 1500-100,000 -- -- 5 6 (B) Limits far General Population/Uncontrolled Exposure Frequency Electric Field Magnetic Field Power Density Averaging Time Range Strength (E) Strength (H) (S) (EJ', )H12 or (MHz) (Wm) (A(m) (mw/cml) (minutes) 0.3-1.34 614 1.63 (100)* 30 1.34-30 $24/f 2.19/f (180/f2)* 30 30-300 27.5 0.073 0.2 30 300-1500 - -- f/1500 30 1500-100,000 1.0 30 f = frequency in MHz*Plane-wave equivalent power density NOTE 1: Occupational/controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is mac aware of the potential for exposure. NOTE 2; General pppulatiOn/unc ntrolled exposures apply in situations in which the general public may be exposed,or In which persons that are exposed as a consequence of their employment may not be fully aware of the potential for exposure or can not exercise control over their exposure. 15 New Cingular Wireless PCS, LLC(AT&T) ATTACHMENT B .. ... INFORMATION 1 c.ia Mf�maxlRi.N��.+u M.++sy The signs must be posted in a visible area at each entrance to the site and at localized areas. 10. For Further Information Additional information about the environmental impact of RF energy from personal wireless antenna facilities can be obtained from the Federal Communications Commission: Dr. Robert Cleveland Federal Communications Commission Office of Engineering and Technology Washington,DC 20554 RF Safety Program: 202-418-2464 Internet address: rfsafety@fcc.gov RF Safety Web Site: www.fcc.gov/oet/rfsafety 11. References [1] The Communications Act of 1934,as amended by the Telecommunications Act of 1996,47 U.S.C. Section 332(c)(7)(B)(iv). [2] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Notice of Proposed Rulemaking,ET Docket 93-62, 8 FCC Rcd 2849(1993). [3] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation,Report and Order, ET Docket 93-62,FCC 96-326,adopted August 1, 1996. 61 Federal Register 41006(1996). [4] Guidelines for Evaluating the Environmental Effects of Radio frequency Radiation, Second Memorandum Opinion and Order,ET Docket 93-62,adopted August 25, 1997. [5] Evaluating Compliance with FCC Guidelines for Human Exposure to Radio frequency Electromagnetic Fields,OET Bulletin 65,August, 1997. 16 ELIJAH'S (50' WIDE) LANE ASPHALT ROADWAY E D G E O F A S P H A L T S 25°09' 10" E 197.50' 298.50' T R E E S & BUSHES \ �o z \ n _o in ti n Q O D I R T DRI V E W A Y U �y m o \� ft D U W ``' Q 23.3\ Q Z F_ 17.4 x (n o LQ Or D a QJ a O Jj a C©N"1EORgr OcW Z) 54. 1 0) 4.O'N Q FRAME `ti (o --I GARAGE 0415 0 i.tJ 2.2'N 1 NrCy Q STORY w SAf U 23.4• C) O O CO Z Q o 5.0' 11116 172.5. QD O 00 Z a �• CSC U CABINET Q GA TE ✓I 579. < tuo2� PCA ORM ASPNACT 7 _k!jr) f ASC EQIJlP CIN MASHEtUR C..') > '� z S_ MONOPOLE X-+ U C. z i WO ^— CH A PN LINK FENC�OR� ox) OD FENCE 25.0, Y 1.0'N _j o W LL_ J L AREA: ►"�I 80,494.15 Sq.F. 1.8478 Acres LL_ 0 0 0 �0 s 00 Q W 0 0 D E D A R E A O U �- J J Lrl cr (LOT 2) W � O LEGEND: aL RD ROOF DRAIN E.O.P. EDGE OF PAVEMENT Q DC DEPRESSED CURB -°- SIGN CB CATCH BASIN A SURVEY POINT 0 UTILITY POLE Qs SANITARY MANHOLE FIRE HYDRANT © WATER MANHOLE C) SPRINKLER Q ELECTRIC MANHOLE 7} WATER VALVE O TELEPHONE MANHOLE `_ `t) GAS VALVE OO DRAINAGE MANHOLE ❑ GAS BOX (9 GAS MANHOLE IS FLAG POLE 0 D.O.T. MANHOLE O 0 LIGHT POLE 0 UNKNOWN MANHOLE -0- UTILITY&LIGHT POLE ® INLET MAIL BOX TB TRAFFIC BOX TREE SF STEEL FACE CURB OSHRUB O VENT —GMO— GAS MARK OUT --wMo---- WATER MARK OUT N 23052' 10" W N 23008' 1011 W . 10 1 .47' 39.46' NOW OR FORMERLY OF THE I NOTES: COUNTY OF SUFFOLK 1. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE. THEREFORE THEY ARE NOT INTENDED TO MONUMENT PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENTS. 2. CONSULT WITH THE HIGHWAY DEPARTMENT BEFORE DESIGNING, INSTALLING OR MODIFYING ANY NEW OR EXISTING CURBS, WALKS OR ROADWAYS IN THE STREET SHOWN HEREON. 3. THIS IS TO CERTIFY THAT THERE ARE NO VISIBLE STREAMS OR NATURAL WATER COURSES IN THE PROPERTY AS SHOWN ON THIS SURVEY. 4. REFER TO ARTICLE 36 OF THE GENERAL BUSINESS LAW AND THE PROVISIONS OF INDUSTRIAL CODE PART (RULE NO. 53) BEFORE ANY EXCAVATION OR DEMOLITION IS COMMENCED. THESE LAWS REQUIRE EACH EXCAVATOR TO GIVE ADVANCE NOTICE TO ALL OPERATORS OF UNDERGROUND FACILITIES OF HIS INTENT TO PERFORM EXCAVATION OR DEMOLITION IN THE SPECIFIED AREAS. 5. ALL DIMENSIONS ARE IN U.S. STANDARD MEASUREMENTS. 6. PARCEL SUBJECT TO: a) DECLARATION OF COVENANTS AND RESTRICTIONS RECORDED 12/4/1992 Only copies from the original of this survey marked with IN LIBER/REEL 11583 PAGE 345 an original of the land surveyor's embossed seal shall be b) GRANT OF EASEMENT RECORDED 1/29/2001 IN LIBER/REEL 1 356 considered to be valid true copies. SURVEY OF PROPERTY LOCATED AT. c) MEMORANDUM OF LEASE RECORDED 1/29/2001 IN LIBER O47 86 7. EASEMENTS NOT SHOWN ON THIS SURVEY MAP ARE NOT ARAN TELI'• a y Unauthorized alteration or addition to survey map bearing a licensed land surveyor's seal is a violation of #415 ELI JAH LANE MATTITU C Ksect EduclotionLaw.sub-division 2, of the New York State T: ' COUNTY OF SUFFOLKREVISIONS oEscRlPnoN � D SATE FlLE Certification indicated hereon signify that this survey was BY prepared in accordance with the existing Code of Practice TOWN OF SO UTH O LD1 for Land Surveys adopted by the New York State . PROPERTY SURVEY AS CO. 12-16-09 ASC09272 Association of Professional Land Surveyors. Said s'• ;FQ , certifications shall run only to the person for whom the STATE OF NEW YORK SURVEYED BY GAN survey is prepared, and on his behalf to the title company, ARKADIUSZ JUSIEGA, P.L.S. governmental agency and lending institution listed hereon, DISTRICT . . . . . . . 1000 , SECTION . . . . . . . 108 and to the assignees of the lending institution. I Certifications are not transferable to additional institutions or subsequent owner. BLOCK . . . . . . . 4� TAX LOT(S) . . ._ . . . . 1 1 . N.Y.S. L.L.S. 050569 AREK SURVEYING COMPANY Scale: ................---___...... _...._.__..._. 58 East Beverly Parkway 1 = 20 Valley Stream, NY 11580 Job No: OD BY; (516) 792 cASC-09272 MTM DESIGN • TEL: (516) 792—fi67fi PROJECT DESCRIPTION A� P R OVE D AS NOTE.,`) DATE -�/Y�37 . '9 BP. # 0' MODIFICATION TO EXISTING TELECOM FACILITY COMPRISING OF EQUIPMENT, ANTENNAS AND ASSOCIATED FEE:-�X—�-BY 0 oc D :2 CABLES. cu. NOTIFY "F" 765-1802 8 /\,",l 1'0 4 c n 0 USE FOLLOVVINI-� INISPE AT I0,N - ;ECS PROJECT INFORMATION at &t 1. FOUND I � - 'J , FOR P& J"R D :.;0. 2. ROUGH-FR.Ai`v4'N,,.', PL'U�. 415 ELIJAWS LANE STPAPPG, SITE ADDRESS: , 3. INSULATIINON ELEC --ICAL & C,`,ULK! ,- > c MATTITUCKNY 11952 4. FINAL-CONSTR UCTJCF. Ej r-7 -JCAL MUST BE CC�;IPLE, P),�C 0 0 PROPERTY OWNER: GOBIL (D :p ALL CONSl-RU0-r!(`N '!-;- . 71;7- C) 32495 MAIN RD, REQUIREMEN 7S L- I OF "Jf JNE�N L) 0 CUTCHOGUE, NY 11935 YORK STATE. N-DT (D CL M L- 10 SITE NUMBER .m NYNYNY0228 DESIGN OR CONSTRUC ION c 0 APPLICANT ADDRESS: NEW CiNGULAR WIRELESS PCS, LLC ("AT&T") 0 - 340 MT. KEMBLE AVENUE ELECTRICAL 0 c 0 MORRISTOWN, NJ 07960 ■ ATT TU INSPECTK3N RPEI) C SITE NAMEm M I CK Ill JURISDICTION: TOWN OF SOUTHOLD PROPERTY TAX ID: SECTION 108, BLOCK 4, LOT 11 .3 E 0ZONING DISTRICT: LIMITED BUSINESS VICINITY MAP APPLICABLE BUILDING CODES AND STANDARDS 0 -0N 40- 59' 57.79" (NAD 83) LATITUDE: FROM MORRISTOWN, J: LONGITUDE: W 72- 30' 40.17" (NAD 83) a Lo HEAD NORTHEAST ON US-202 N/MT KEMBLE AVE TOWARD ZAMROK WAY, TURN RIGHT ONTO MACCULLOCH SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 04 ELEVATION: 70'± ASML (NAND 88) AVE, TURN LEFT AT THE 3RD CROSS STREET ONTO MILLER RD, TURN RIGHT ONTO COUNTY ROAD CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. ..w CURRENT USE: TELECOMMUNICATIONS FACILITY 510 SOUTH ST, CONTINUE TO FOLLOW SOUTH ST, SLIGHT LEFT ONTO MADISON AVE, TURN LEFT TO MERGE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF a) 0 -1-i TELECOMMUNICATIONS FACILITY ONTO 1-287 N, TAKE EXIT 41A FOR 1-80 E TOWARD NEW YORK CITY, FOLLOW SIGNS FOR 1-80 C PROPOSED USE: CONTRACT AWARD SHALL GOVERN THE DESIGN. 0 E/PATERSON/NEW YORK AND MERGE ONTO 1-80 E, SLIGHT LEFT ONTO INTERSTATE 80 EXPRESS E, MERGE 0 0 ONTO INTERSTATE 95 EXPRESS N, CONTINUE ONTO INTERSTATE 95 UPPER LEVEL N, PARTIAL TOLL ROAD 0- 0 RF DATA SHEET 0 -W ENTERING NEW YORK, CONTINUE ONTO 1-95 N, SLIGHT RIGHT ONTO CROSS BRONX EXPY, CONTINUE ONTO %- BUILDING CODE: BUILDING CODE OF NEW YORK STATE - 2010 s- C 1-295 S, PARTIAL TOLL ROAD, TAKE THE EXIT ONTO CROSS ISLAND PKWY, TAKE EXIT 30E TO MERGE 0 a DATE ISSUED: 08/17/2012 REVISION: V03 ONTO 1-495 E/LONG ISLAND EXPY TOWARD EASTERN LONG ISLAND, TAKE EXIT 71 FOR NY-24 TOWARD ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70-NATIONAL ELECTRICAL CODE -6 cn HAMPTON BAYS/CALVERTON, TURN RIGHT ONTO NY-24 S/COUNTY ROAD 94 E/EDWARDS AVE S CONTINUE (NEC) — 2008 a) W cn CL —24 S/COUNTY ROAD, SLIGHT RIGHT TOWARD COUNTY ROAD 94 E/NUGENT DR (SIGNS FOR 0 TO FOLLOW NY (n C COUNTY ROAD 51 S), SLIGHT RIGHT ONTO COUNTY ROAD 94 E/NUGENT DR, AT- THE TRAFFIC CIRCLE, TAKE FIRE/LIFE SAFETY CODE: FIRE CODE OF NEW YORK STATE — 2010 a) E DRAWING INDEX R EV THE 3RD EXIT ONTO FLANDERS RD/RIVERHEAD—HAMPTON BAYS RD, CONTINUE TO FOLLOW FLANDERS RD, ' TURN LEFT ONTO COUNTY RD 105, TURN RIGHT ONTO MAIN RD, ,TURN LEFT ONTO ELIJAHS LIGHTNING PROTECTION CODE: NEPA 780-2008 LIGHTNING PROTECTION CODE 0 NYNYNY0228 -T01 TITLE SHEET 0 I-NDESTINATION WILL BE ON THE LEFT, ELIJAHS LN. SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STAN DAR D$,..., , NYNYNY0228 -SP1 SITE PLAN 0 0 NYNYNY0228 —A01 SITE PLAN, ANTENNA PLAN & GENERAL NOTES 0 AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL -f-jCONCRE7E. -4-j NYNYNY0228 -A02 EQUIPMENT PLAN & NOTES 0 0 a) c c NYNYNY0228 —A03 MONOPOLE ELEVATION & DETAILS 0 AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, 14 THIRTEENTH EDITION."hi—I) MOUNTING & TELCO N 0 NYNYNY0228 —A04 REMOTE RADIO HEAD' 0 RACK DETAILS ANSI/TIA (TELECOMMUNICATIONS INDUSTRY ASSOCIATION) 222—F (1996), STRUCTURAL STANDARDS .2NYNYNY0228 -A05 DC POWER SURGE PROTECTION, DC POWER FOR STEEL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. E a) I- (OVP) POLE MOUNTING & GPS UNIT MOUNTING TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR Ill 0 TELECOMMUNICATIONS* 0 . 0 DETAILS -4-J '*, -A06 CABLE ENTRY PORT, MCPA RACK & LTE CONDUCTOR INSTITUTE FOR, ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81 , GUIDE FOR MEASURING L NYNYNY0228 0 EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND vSITE 0 SIZES DETAILS SYSTEM co 0 0 NYNYNY0228 -E01 SYSTEM DIAGRAM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC L- 0 CL NYNYNY0228 -E02 RRH WIRING DIAGRAM 0 EQUIPMENT r- 0 0 0 NYNYNY0228 -E03 ELECTRICAL, TVSS NOTES, ABBREV, SYMBOLS V) IEEE C2, NATIONAL ELECTRIC SAFETY CODE — LATEST VERSION E NYNYNY0228 —E04 GROUNDING NOTES & DETAILS 0 L. -c 0 TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS co NYNYNY0228 -E05 LTE CROSS SECTOR REDUNDANCY FEATURE v < ANSI T1 .311 , FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION -c (CSRF) JUMPER CONFIGURATION -A FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING a) -a .-- MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE 0 0 REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT o M Q P AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 0 cn DOCUMENT REVIEW STATUS STATUS NO. TION MAY PROCEED c 1. E:l ACCEPTED WITH MINOR OR NO COMMENTS, CONSTRUCTION 0 0; PROJECT CONTACTS > 0 2. 171 NOT ACCEPTED PLEASE RESOLVE COMMENTS AND RESUBMIT E -0 DETAIL 0) a 100 Date: Reviewed by: (ENG'G) cn NAME COMPANY CONTACT NUMBER SCALE: N.T.S. CONSTRUCTION JAYSON GONZALEZ BECHTEL (201 ) 571 -0705 RF ENGINEER CONSTRUCTION SA COMPLIANCE 0 ENGINEER RICHARD COAD BECHTEL (201 ) 571 -0730 STRUCTURAL STATEMENT 04 co 0 3 RF ENGINEER AZAD KARIM BECHTEL (201 ) 571 -0651 :p EXISTING EQUIPMENT ROOM HAS BEEN EVALUATED FOR THE ADDITION OF NEW EQUIPMENT AND NO a 0 L- Z MODIFICATIONS. TO THE EXISTING BUILDING AND FOUNDATION ARE REQUIRED. 0 a- - L c: 0 0 • of NE at&t E -o SITE NAIME: MATTITUCK BECHTEL ASSOCIATES 0 CL (D SITE NUMBER: NYNYNY0228 TITLE SHEET m cn PROFESSIONAL CORPORATION @ RATION 4155 ELIJAHS LANE at&t 0 01/11/13 LTE—ISSUED FOR CONSTRUCTION NG GS R7 A UNIT OF BECHTEL CORPORATION C K, NY 1 1952 5275 WESTVIEW DRIVE N0.1 DATE REVISIONS BY C 4 39- JOB NUMBER DRAWING NUMBER REV F slo FREDERICK, MD 21703-8386 USA 25736-415 T3-NYNYNY0228-T01 0 >% L. 'c: SCALE: AS NOTED DESIGMED BY: NK TDRAWN BY. NK CL 0 2- 0 • z_- 517E 22" x 34 ANSI `11 NOW OR FORMERLY o COUNTY i O 0CHUNG JA CHOI CORNELIUS SUFFOLK,m ASTON m z N 70'30'50" 1.O N m 2.2'N 4.2'N �= E .3 FRAME .�� GARAGE v v a� 0 rzv Y oz _z _ BLUESTONE CURB o o 6 Q Q J EXISTING METER — a� a � fV ) m ZF�- — m 0 o w BACKBOARD (BY OTHERS) — c -5 V WOODED AREA w Qz oa EXISTING VERIZON 4-1 o � EQUIPMENT AREA— >% CL o m N o EXISTING SPRINT >• 0) oN ~ EQUIPMENT AREA o w 0 3 rn 3 EXISTING (1) HIGH E a o / STORY FRAME x EXISTING T-MOBILE >` EQUIPMENT PAD ' x�- m c It 246.58 REAR YARD SETBACK r _ x D c_ c N z (PROPOSED ANTENNAS ON TOWER TO PROPERTY LINE) cn D U N x _ (A w 224.43' FRONT YARD SETBACK = vi -vv 0 -P 00 x PROPOSED ANTENNAS ON TOWER TO PROPERTY LINE D^ 0 U EXISTING ' EXISTING CSC -r-i o 0 .° MCABINET o MONOPOLE ;;0 L ' I p G7 0 ::E0 v EXISTING CHAIN k / m D p L LINK FENCE ' p -i cn O a� v x o N __qD�. 0 °' 70 RO 01 D D 0 < cs C x c =v E D = 0 2 -v 0 EXISTING NEXTEL ' my -o SHELTER m 0 S 77.06# x o _w w x�x EXISTING ELECTRIC SERVICE ROUTED ,C x�x I EXISTING GATE OVERHEAD FROM EXISTING POLE -v x�x� x—' UTILITY POLE 0 0 �� NYT-3 TO EXISTING PRIVATE POLE c c ZONING INFORMATION N "LB" LIMITED BUSINESS Now ORFO EXISTING AT&T EXISTING ELECTRIC SERVICE �., 0 PROPOSED RMER�Y EQUIPMENT _ ROUTED UNDERGROUND 0 ITEM: REQUIRED EXISTING EQUIPMENT joSEp SHELTER FROM POLE TO COMPOUND c H NEWLLE _ +; ° MIN. LOT AREA 80,000 S.F 80,494.15 &.F NO CHANGE v W s m 0 MIN. LOT WIDTH 175 FT. 197.50 FT. NO CHANGE 4 EDGE OF ASP 8g. •� Y �- 05 _ HALT (APp _c MIN. LOT DEPTH 250 FT. 475.60 FT. NO CHANGE Q i ROx'MATE LOC oma, � o ATION QL MIN. FRONT YARD SETBACK (ANTENNA) 100 FT. 235.43 FT. W a a 74.6 FT. 00 0 �o \ EXISTING MIN. FRONT YARD SETBACK (EQUIPMENT) 100 FT. 74.6 FT. © 224.43 FT. UTILITY POLE 4-0 3o o r' ONE 20' FT. 5.0 FT. 71 .33 FT. o Z E MIN. SIDE YARD SETBACK (ANTENNA) TOTAL 45' FT. 54.9 FT. 162.24 FT. v� 0 +' ONE 20' FT. 5.0 FT. 41 .33 FT. ,� Z C u, MIN. SIDE YARD SETBACK (EQUIPMENT) EXISTING w `� •- v TOTAL 45' FT. 54.9 FT. 15 0.7 3 FT. ''� o o v 1 STORY CONCRETE c ">> MIN. REAR YARD SETBACK (ANTENNA) 75' FT. 293.91 FT. 90.91 FT. a BLOCK -0 o o 0 MIN. REAR YARD SETBACK (EQUIPMENT) 75' FT. 293.91 FT. 229.0 FT. Or 0 c MIN. LANDSCAPE AREA 25% 53.0% 53.4% vQ 0 MAX LOT COVERAGE 20% 15.7% 15.9% E 00 108 F 118 FT-TOWER EXTENSION MAX BUILDING HEIGHT/STORIES 35 FT. /21 /2 (EXISTING TOWER) 118.5 FT-TOWER ANTENNA NOTE: SITE PLAN BASED ON THE •- a� METROPCS DWG NO. NYNYNY0228 0 ADDITIONAL REQUIREMENTS FOR COMMUNICATIONS TOWER PER TOWNSHIP CODE ARTICLE kVI1, SECTIONS 280-67-280-8 M-PCS-NY7313 BY MTM AND c ARE AS FOLLOWS: BECHTEL SITE VISIT 7/27/2012. o v MAX. HEIGHT 80 FT 108 FT 126'-0' C'4 N FULL SCALE 1 "=20'-0" 0 3 500 SQ. FT N/A 160 SQ. FT. SITE PLAN 1 NOTE: TO THE BEST OF OUR KNOWLEDGE, THE 20 10 0 20 40 FT MAX. EQUIPMENT AREA PROPOSED EQUIPMENT MODIFICATIONS BY AT&T oZ0 SCALE: 1 "-20'- 1 "-0" SP1 WILL HAVE LITTLE IMPACT ON THE EXISTING HALF SCALE 1 "=40'-0" 0 o KEY: © EXISTING NON-CONFORMITY N/A NON APPLICABLE NOISE LEVELS AT THE EXISTING FACILITY. � ,N � �k,OF ME��, C�tBct BECHTEL ASSOCIATES SITE NIAME. MATTITUCK SITE NUMBER: NYNYNY0228 ��G o � m cn PROFESSIONAL CORPORATION * SITE PLAN O +; A UNIT OF BECHTEL CORPORATION 4115 ELIJAH'S LANE at&t cn , MAITTITUCK, NY 11952 0 01/11/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC �_ t 5275 WESTVIEW DRIVE NO. DATE REVISIONS BY CHK PPS FppQ4543g'N�rv�'j JOB NUMBER DRAWING NUMBER REV CL o FREDERICK, MD 21703-8386 USA °FE�S�oNP. SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK 25736-415 T3-NYNYNY0228-SP1 0 0 •CQ SIZE 22" x 34" ANSI "D„ 889-3" GENERAL NOTES ;, �X X x X X x X x X X x X X X x X x x x X X x x7 -0 — x x 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL m 0 EXISTING T—MOBILE I APPLY: EQUIPMENT PAD x CONTRACTOR — BECHTEL = x EXISTING MONOPOLE I SUBCONTRACTOR — GENERAL CONTRACTOR (CONSTRUCTION) a I EXISTING x OWNER — NEW CINGULAR WIRELESS PCS, LLC $'AT&T'$ NEXTEL PROPOSED FIBER & POWER I OEM - ORIGINAL EQUIPMENT MANUFACTURER c SHELTER CABLE IN 2 1,/2" INNERDUCT x ° ° x ALONG EXISTING ROUTE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL a o I EXISTING SPRINT I SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN N :P �'' EQUIPMENT AREA x BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY -� ° Li Li x EXISTING CABLE BRIDGE 0 o ;�i I FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. N a. I EXISTING GPS UNIT TO x o PROPOSED GPS UNIT & NEW REMAIN {r,,. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL c 1/2" COAX CABLE ROUTED TO {.t`. O I x APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL ° .,� BBU (PROVIDE 10 MINIMUM x APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND SEPARATION FROM ANTENNAS) I I LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ° m (SEE DETAIL 1324/AO5) x x I I 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY ox COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE x EXISTING AT&T E ; EQUIPMENT SHELTERI REGULATIONS. O y- x x EXISTING 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, c I VERIZON x APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON ° N x AREA EQUIPMENT c: 04 DRAWINGS. I v x x 6. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. -° O I x o U " a O 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE L x x SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE `o v I CONTRACTOR. EXISTING CSC CABINET x L x 8. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, o a EXISTING METER RACKS ( GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. 0 4_0x xSUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS co C EXISTING ADJACENT - E I NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. BUILDING ° x ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. �—x , FULL SCALE 1 /8"=1 '-0" U = �° �' 9. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, ° .� � $ 0 8 16 LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT EXISTING GATE x �/ \� COMPOUND PLAN1 SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. ° .5 / 1 HALF SCALE 1 /1 6 =1 -0 -� x �� / A01 10. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH o � � A03 SCALE: 1 /8 — 1 —0 C c L _ _ J AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS .� REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 0 INSTALL (2) PROPOSED RRH'S MOUNTED NSWAP (1) AT&T ANTENNA FOR NEWT ON SECTOR FRAME (SECTOR A) 11 . SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. LTE AT&T ANTENNA (SECTOR A) {SEE DETAIL 1107/A04) � E (SEE DETAIL 2&3/A03) 12 ALL INSTITUTE CONCRETE(AC ) 301REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE ° L- �'• EXISTING AT&T ANTENNA o0 �Az TO REMAIN (SECTOR A) 13. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN v+' EXISTING AT&T ANTENN EXISTING DISH TO REMAIN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. ° .a: n TO REMAIN (SECTOR C) ° EXISTING AT&T ANTENNA 14. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. a o TO REMAIN (SEC ) A) 15. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25736-000-3PS—AOOZ-00001 , c 0, GENERAL CONSTRUCTION SERVICES. vL 16. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO E_ EXISTING AT&T ANTENNA SWAP (1) AT&T ANTENNA FOR NEW COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE TO REMAIN (SECTOR C) LTE AT&T ANTENNA (SECTOR B) DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY ° (SEE DETAIL 2&3 A03 DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. v c -�'_` INSTALL (2) PROPOSED RRH'S ON 17. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK c o SECTOR "0" SECTOR FRAME (SECTOR B) BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON o M (SEE DETAIL 1107/AO4) EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY BE ~ EXISTING AT&T ANTENNA SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS INSTALL (2) PROPOSED RRH'S TO REMAIN (SECTOR B) AFTER MIDNIGHT. ° a MOUNTED ON SECTOR FRAME (SECTOR C) (SEE DETAIL 1107/A04) JUMPERS WILL NEED TO BE RE—ROUTED AND 18. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN o �� RELOCATED TO ALLOW RRH'S TO BE INSTALLED ON WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE ° NOTE: SWAP (1) AT&T ANTENNA FOR �'�► SECTOR FRAME (TYP. ALL 3 SECTORS) SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO NEW LTE AT&T ANTENNA �00� DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY LTE ANTENNA AZIMUTHS SHOWN ARE PRELIMINARY SECTOR C PROPOSED RAYCAP DC6 DOME ON PIPE DANGEROUS EXPOSURE LEVELS. AND MAY NOT REFLECT FINAL RF DESIGN. REFER (SEE DETAIL 2&3 A03 �, MAST (SEE DETAIL 1102/AO5) c TO LATEST RF DATA SHEET FOR FINAL LTE C / ) to c ANTENNA SPECIFICATIONS, AZIMUTHS, TILTS, ETC. EXISTING AT&T ANTENNA FOR MOUNTING (SEE DETAIL 1116/A05) N ° TO REMAIN (SECTOR B) FULL SCALE 3/8"=1 '-0" 0 3 NOTES: 2' 0 2 4 6 FIT DETAIL -� 1 . ANTENNA ORIENTATION/AZIMUTHS SHALL BE FIELD VERIFIED. ANTENNA PLAN 2 100 o z 2. EQUIPMENT/ANTENNAS BY OTHERS NOT SHOWN FOR CLARITY. — SCALE: N.T.S. A01 o 3. IMPLEMENT LTE CROSS—SECTOR REDUNDANCY (DWG E05) SCALE: 3/8"=1 '-0" A01 HALF SCALE 3/16"-1 '-0" 0 *- -d Mew�- at&t z BECHTEL ASSOCIATES SITE NAME. MATTITUCK �� G, CD m PROFESSIONAL CORPORATION SITE NUMBGER: NYNYNY0228 415 ELIJAH S LANE at&t , NG ERC', w COMPO & GENERALANOTESA PLAN OA UNIT OF BECHTEL CORPORATION o 01/11/13 LTE-ISSUED FOR CONSTRUCTIONns 5275 WESTVIEW DRIVE MATTIITUCK, NY 11952 16NO. DATE REVISIONS BY [GS CHK `1E`Q 0 39, �� ' JOB NUMBER DRAWING NUMBER REV CL o •L FREDERICK, MD 21703-8386 USA '°Kofi s,oN�`''' SCALE: AS NOTED DESIGNIED BY: NK DRAWN BY: NK es 25736-415 T3—NYNYNY0228—A01 0 U c SIZE 22" x 34' ANSI b" CONSTRUCTION NOTES 1 . FIELD VERIFICATION: _c +' SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM M o LOCATION AND ANTENNAS TO BE REPLACED. : 2. COORDINATION OF WORK: a SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. '3 -v 3. CABLE LADDER RACK: 0o SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK, CABLE TRAY, AND Q CONDUIT AS REQUIRED TO SUPPORT CABLES. +� v 101 DETAIL 0a M U �O2 SCALE: N.T.S. 0 — EXISTING FIRE PANEL EXISTING TELCO BOARD STRUCTURAL STEEL NOTES o EXISTING DC SUB EXISTING GEN PLUG 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS n°D c v 3 EXISTING SURGE DXSCONNECTTTERY AND IN ACCORDANCE WITH ASTM A36 UNLESS OTHERWISE NOTED. E \ ARRESTOR o 1 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 I A Z �� /// ��� ��� �� SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED o Lo SURFACES SHALL BE TOUCHED UP. C `V EXISTIN XIS. BATTERY BATTERY RACK RACK 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE o EXISTING AC PANEL OTHERWISE CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED 00 EXISTING XFER SWITCH aO EXISTING HVAC 4. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A 307 L BOLTS UNLESS NOTED OTHERWISE. o v ION HO ER TURER EXISTING NOKIA 5 WRITTEN TRECOMMENDED PROCEDURE!OTHE EANCHORCBOLT, DOWELOF CONCRETE EXPANS , SHALLBORPROD SHALLCCONFORM o °- 0 +, 850 24V BTS TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE C =v 0 EXISTING NOKIA INSTTALL THE BBU IN _ DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL WHEN � 1900 48V IBBU THE EXISTING MCPA. DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, REQUIRED BY GOVERNING CODES, (SEE DETAIL 3/A06) SHALL BE PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE :3LOADS. a� o �== SWAP EXISTING DELTA o �� POWER RACK FOR NEW EXISTING DOOR 6. ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ARGUS CORDEX POWER THE ANCHOR BOLT DOWEL AND ROD SHALL BE STAINLESS STEEL WITH STAINLESS STEEL o _ PLANT WITH 8 RECTIFIERS. WASHERS. 620 DETAIL v o EXISTING HVAC SCALE: N.T.S. � U W \ � \ EXISTING 850 EXISTING DELTA INSTALL DC CONVERTERS, ro ° MCPA EXISTING FIBER MANAGEMENT & DC o POWER RACK PORN R SURGE INTO THE EXISTING EXISTING LUCENT TELCO RACK (SEE DETAIL 1/A04) o �► MACRO ° a� cf) a 0 0 0 a� o c ROPOSED CABLE ENTRY PIORT v 'c (SEE DETAIL 1&2/AO6) E PROPOSED FIBER & POWERI IN 2 1/2 v INNERDUCT & PROPOSED 1,/2" COAX CABLE PROPOSED GPS UNIT & NEW 1/2" COAX CABLE ROUTED TO BBU v EXISTING COAX CABLE (PROVIDE 10' MINIMUM SEPARATION v ENTRY PORT FROM ANTENNAS) o 21'_8„ (SEE DETAIL 1324/AO5) U H to o1 c 'v Q -4-J c o U > O E -Q o v co L 4-1 1— v1 c 0 o FULL SCALE 3/8 CV cn EQUIPMENT ROOM PLAN 2' 0 2 4 s Fr 0 3 o z NOTE:- SCALE: 3/8"=1 '-0" �O2 ° SWAP EXISTING DELTA POWER RACK FOR NEW ARGUS HALF SCALE 3/16"=1 '-0" a 0 o CORDEX POWER PLANT WITH 8 RECTIFIERS. ��°Fp MFS at&t E CIATES SITE NAME: MATTITUCK BECHTEL ASSO m a PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 P y a� � � LTE-ISSUED FOA CONSTRUCTION NG GS RC �* � w EQUIPMENT PLAN & NOTES O .a A UNIT OF BECHTEL CORPORATION 4115 ELIJAH S LANE 0 01/11/13 LTE I N0. DATE REVISIONS BY CHK PP' 'FQA�4g 39•�����? JOB NUMBER DRAWING NUMBER REV MAITTITUCK, NY 11952 R�FessioNP,. T3—NYNYNY0228—A02 0 5275 WESTVIEW DRIVE 25736-415 v3 t •� rn FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK ao >, � '- SIZE 22" x �' Av171 `C 0 'CQ -co MECHANICAL -°� ZN DOWN-TILT ASSY. TOP OF EXISTING LIGHTNING ROD _c - U ±126'-0" A.G.L. O O m � ° TOP OF MONOPOLE ANTENNA ±118'-O" A.G.L. 3 v MOUNTING HARDWARE o (FIT AS REQUIRED) METROPCS ANTENNAS RAD. CENTER CL SPRINT ANTENNAS RAD. CENTER ±1 ' 16 --3" A.G.L. a, ° ±110'-0" A.G.L. U O EXISTnNG (2) ANTENNAS TO REMAIN, ro a SWAP' (1) AT&T ANTENNA FOR NEW LTE AT&T c v NEW PANEL ANTENNA, (TYP. ALL SECTORS) (SEE DETAIL 2&3/AO3) Oc 0 ANTENNA >. EXISTING DISH TO REMAIN v m Ah TOP OF AT&T ANTENNAS (SECTOR A) >, (TYP FOR ALL SECTORS) a ANTENNA MOUNTING PIPE 103'-0" ± A.G.L. E INSTALL (2) PROPOSED RRH'S ON o PROPOSED RAYCAP DC6 DOME ON HANDIRAIL (TYP. ALL SECTORS) ,, - HANDRAIL (SEE DETAIL 1102/A05) FOR c qt (SEE DETAIL 1107/A04) v L MOUNTING (SEE DETAIL 1116/AO5) c N n n v o NEXTEL ANTENNAS RAD. CENTER -U�° =N JUMPER (S) TO ±88'-0" A.G.L. REMOTE RADIO c HEADS (RRHs) 0 v VERIZON ANTENNAS RAD. CENTER o - i ±78'-0" A.G.L. C O a I N C IN E2 ANTENNA MOUNTING DETAIL U A03 SCALE: N.T.S. T-MOBILE ANTENNAS RAD. CENTER co ±65'-0" A.G.L. o c 11 .85 7.1 " o C ,� I ,n v c o C; PROPPOSED FIBER & POWER o I CABLE IN 2 1/2" INNERDUCT ALONG EXISTING ROUTE m o •E EXISITING MONOPOLE � c � N I ' FRONT a = d- cV O O 4- 0 cn PROPOSED GPS UNIT & NEW 1/2" EXISTING GPS E COAX CABLE ROUTED TO BBU UNIT TO REMAIN I L_ _c( PROVIDE 10 MINIMUM SEPARATION FROM ANTENNAS) EXISTING T-MOBILE •- v v o (SEE DETAIL 1324/A05) EXISTING AT&T EQUIPMEINT tT EQUIPMENT SHELTER EXISTING CHAIN EXISTING VERIZON LINK FENCE C 0 EXISTING ICE SHELTER 0 EXISTING NEXTEL BRIDGE EXISTING SPRINT ,c 0 FRONT ELEVATION SIDE VIEW SHELTER EQUIPMENT v Q > MECHANICAL CHARACTERISTICS 0 E -0 0 v WEIGHT: 34.171b (15.50kg) +, WIND LOAD (®150 km/h): (402.7N) MAX. WIND SPEED: 149.8mph (241 .0 km/h) NOTE: ANTENNA CONFIGURATION EXISTING GRADE AND AZIMUTHS TO BE FIELD VERIFIED. 0 -0 ' AGL N N LTE ANTENNA 3 FULL SCALE 1 /8'p=1 1 ANDREW DBXNH-6565A-A2M —0" O 3 A03 MONOPOLE ELEVATION 1 s o s 16 Fr 0 o SCALE. N.T.S. aZ SCALE: 1 �8"= 1 '-0 p`03 HALF SCALE 1 /16"=1 '-0" L_ c O 0 � O NFA at&t BECHTEL ASSOCIATES SITE NAME: MATTITUCK U N � ��G�F.D M. �, j- m L CORPORATION SITE NUMBER: NYNYNY0228 �► �' PROFESSIONAL @ 4) L_ 4 A- A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANEat&t * it * MONOPOLE ELEVATION & DETAILS L r MATTITUICK, NY 11952 0 01/11/13 LTE-ISSUED FOR COINSTRUCTION NG GS RC rn 3t r 5275 WESTVIEW DRIVE ' e �'_ JOB NUMBER DRAWING NUMBER REV .;, L •°' FREDERICK, MD 21703-8386 USA No. DATE (REVISIONS BY PP Fo saa9' �?, p�GFESsio.", a o SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK - 25736-415 T3-NYNYNY0228- A03 0 0 U aQ SIZE 2?" x 34' Af\l�l "D WIDTH t - U :p O O m o 0 � � o O A3 � Q o 0 3 0 c o = 0 0 CLe o = � o _c v o UO o O Q o M $_ o c 0 — c N ,,_c TO ANTENNA C 0 ALCATEL-LUCENT SUPPLIED ALARM (+45 DEGREE) 0l ALCATEL-LUCENT RRH POLE MOUNTING BRACKET FIBER CABLE PORT TELCO RACK (FRONT) > ENTRY (SEE NOTE 2) 1/2- COAXIAL CABLE: W/ /- PROPOSED 48 VOLT E a � 7/16 DIN-MALE CONNECTORS CONVERTERS TO E oe CPRI—M PRI-s O ALM 4-s AISG TX/RX TX/RX1 ON BOTH ENDS 2 TYP BREAKER SHELF BE MOUNTED TO UPPER 0 � ��E ALM 1-3 ( , � (IF USED PORTION OF TELCO RACK. oTO D o ) (-45 DEGREE)ANTENNA Lo FOR RET -48VDC CONVERTERS N (- TX MON2 O O TX MON1 PORT RAYCAP DC6 U D DC ENTRY GROUND RRH BOTTOM VIEW RRH TOP VIEW 0 0 0 .� o SIZE AND WEIGHT TABLE 0 0HEIGHT• HEIGHT W/O CABLE WEIGHT RRH WIDTH DEPTH MANAGEMENT COVER W/O BRACKET -v � ,,,,— PROPOSED FIBER -v U RRH 700 MHz 12.2" 10.8" 21 " 51 LBS. / MANAGEMENT TRAY N o 2X40 (80W) s MIN. 2" O.D. TO MAX. 6" O.D. PIPE, 43 LBS. GALVANIZED SEE NOTE 2 2X40 (OW) 12" 9" 25" (W/O SOLAR SHIELD) FIBER MANAGEMENT o c ( )I o TRAY 0 NOTE: DIMENSIONS INCLUDE MOUNTING BRACKET, SOLAR SHIELD AND CONNECTORS. w 'N v c ISOMETRIC VIEW EXISTING TELCO RACK. -� o v � 0 NOTES: MINIMUM CLEARANCE TABLE -°� CLEARANCES E 1 . ALCATEL-LUCENT (ALU) VIA AT&T SUPPLIES RRH, RRH POLE-MOUNTING BRACKET. RRH CABINET INCHES COMMENTS m o SUBCONTRACTOR SHALL SUPPLY POLE/PIPE AND INSTALL ALL MOUNTING HARDWARE; O c INCLUDING ALU RRH POLE-MOUNTING BRACKET. ALU INSTALLS RRH AND MAKES FRONT 36" INSTALLATION ACCESS +' a, CABLE TERMINATIONS. REAR 2" ZERO REAR CLEARANCE IS ALLOWED USING +' SUPPLIED MOUNTING BRACKETS ,a 2. FOR POLE DIAMETERS FROM 6" TO 15", ALCATEL-LUCENT CAN SUPPLY A PAIR OF o POLE MOUNTING METAL BANDS WITH BOLTING WELDMENT. RIGHT 4" AIR FLOW CL o 3. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED 4-jLEFT 4" AIR FLOW c s_- v TOP 12" AIR FLOW Eo o` BOTTOM 12" CONDUIT ROUTING o ALCATEL—LUCENT 9442 REMOTE RADIO HEAD (RRH) POLE MOUNT _ ALCATEL—LUCENT 9442 0 REMOTE RADIO HEAD (RRH) o :2 U H U) o� c 'v Q c o U > O E o v a� � _c � rn c to -v v N MOUNTING FOR LTE REMOTE RADIO HEAD 1 (0 - ENT 442 REMOTE RADIO HEAD RRH ril oTELCO RACKo3POLE MOU ALCATEL LUC 9 � � A04 a z SCALE: N.T.S. A(04 SCALE: N.T.S. A04 SCALE: N.T.S. o a L_ c O o U •N pF NF • 00 SITE NAME: MATTITUCK �� o M � at&t 0 2_1 BECHTEL ASSOCIATES � � o .� m 0- 0 PROFESSIONAL CORPORATION SITE NUMBIER: NYNYNY0228 _ REMOTE RADIO HEAD (RRH) MOUNTING & O a ION 415 ELIJAH'S LANE at&t _ TELCO RACK DETAIL A UNIT OF BECHTEL CORPORATION MATTIT UCK, NY 11952 0 01/11/13 LTE ISSUED FOR CONSTRUCTION NG GS RC � � .v, 3 t i 5275 WESTVIEW DRIVE NO. DATE REVISIONSBY CHK PP' 'Fa 045439'N �� JOB NUMBER DRAWING NUMBER REV a 0 •°' FREDERICK, MD 21703-8386 USA p�QFESS1pNP SCALE: AS NOTED DESIGNFED BY: NK DRAWN BY: NK 25736-415 T3-NYNYNY0228-A04 21 o •c — U aQ S17E 27�' x �4" ANSI "D" 3.50" c +' DOME COVER M 0 SECURING BAND GPS UNIT AIR VALVE (PROVIDED BY CONTRACTOR O INSTALLED BY t ¢ co 7. SUB–CONTRACTOR Lo vi SHELTER CANT STRIP o v & FLASHING II II CL 0RAYCAP DC6 s o OVER VOLTAGE PROTECTOR SHELTER ROOF a a WITH DOME COVER M L_ II 1i III U Q ° ° Z �i 0 TOP VIEW vi o ar, lA,4 \ III — 7/16"0 HOLE a 9.25" M ; (2 PLCS) v m ; RAYCAP DC6L -a a OVER VOLTAGE X a 3 ° ° �PROTECTOR 9.00" 2 -� BOLT " 4" USE CABLE ENTRY PORT IFE DOME COVER MIN 2 TO MAX BLE - O GALVANIZED PIPE POSSIBLE OR PROVIDE (AS REQUIRED 4- PENETRATION AS SHOWN ° BY UNIT C v N MANUFACTURER Lo DOME SECURING DRIP LOOP 1 3/4" MOUNT PIPE .� BAND ago 4 1/2" EMBED 2 1/2 6" & ANGLE -v v vL o -v o _ _ — — M 6" MIN O U � MOUNT PIPE FRONT ELEVATION L_ o EDGE & 1 1/4"0 HOLE L c A CLIP FOR ATTACHING SIDE ELEVATION – SOUTH FACE OF CONCRETE z' SHELTER OR BUILDING WALL v DC6 (OVP) TO BASE co a DOME COVER RAYCAP SUPPLIED o ASSEMBLY (TYP) ° 0 0 SECURING BAND POLE MOUNTING BRACKETS o w ° N O 0 RAYCAP SUPPLIED ''7 `c a o SECURING BAND FOR11 AYCAP SUPPLIED z coN BASE ASSEMBLY N 66 v ATTACHING DOME 11 IF 0 COVER TO DC6 OVER POWER CABLE ° 1 1/4-0 HOLE IN MOUNT VOLTAGE PROTECTOR3r :p \ .� ANGLE FOR LDF4/FSJ4 INGRESS PORTS ,� O COAX CABLE +, -o nn nnnnn V •`� CLIP LUGS FOR ATTACHING J=j � U DEVICE TO BASE ASSEMBLY CABLE TIE BAR BILL OF MATERIALS QUANTITY ANTITY 1 ,57f c " 12.38" ITEM# DESCRIPTION (each) OVAL CABLE INGRESS PORT O 1 1/2"� O.D. x 1 '-6" LG. 1 m o NOTES, GALV STEEL PIPE o .- RAYCAP VIA AT&T SUPPLIES THE DC6 OVER VOLTAGE PR02 L 3 1/2 X 3 1/2 x 1/4 x 0'-6" LG. 1 9.56" 1 . RAYC PROTECTOR AND PIPE GALV STEEL MOUNT ANGLE v CABLE EGRESS MOUNTING BRACKETS. SUBCONTRACTOR SHALL SUPPLY THE PIPE. 3 HILTI KB TZ 3/8"0 W/ 4 1/2" MIN. 2 .�? co PORTS (TYP) O EMB. (GALVANIZED) EXPANSION BOLTS °- ' (NOTE 1) o � 10.38" SIDE VIEW RAYCAP DC6-48-60- 18-8F .L DC POWER OVER VOLTAGE PROTECTOR (OVP� OVAL FIBER CABLE INGRIESS AND POLE MOUNT BASE ASSEMBLY 1 . LOCATION OF UNIT MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY o �, � ALARM CABLE EGRESS FORT BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS UNIT. 1 . REMOVE CABLE SEALING GLAND"AND CABLE EGRESS PORT v v METRIC–TO–l ' c CNP 6) 2. ALL GPS UNIT LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF INSTALL M32x1 .5 M T FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS NPT ADAPTER (COPPER 000 O o CROUSE–HINES P/N CAP 740 994 FIBER SIDE o OR EQUIVALENT MFR) WHEN O • POWER SIDE CONNECTING CONDUIT TO OVP. 'o Q o OVAL POWER CABLE INGIRESS PORT " o c0DOME COVER O SECURING BAND aEi CLIP LUGS FOR ATTACHING ' v DEVICE TO BASE ASSEMBLY BOTTOM VIEW c (TYP 4) t � rn c DC POWER OVER VOLTAGE PROTECTOR (OVP) E911 -GPS UNIT WALL MOUNTING DETAIL N -� PROTECTION 102 POLE MOUNT BASE ASSEMBLY 1 1 1 FOR NEW BUILD r1324 •� DC POWER SURGE �O5 -: A05 SCALE: N.T.S. SCALE: N.T.S. �O5 o z SCALE: N.T.S. a •0 �E� ` at&t .400 9 NAME:AME: MATTITUCK BECHTEL ASSOCIATES ;�� �* DC POWER SURGE PROTECTION, m �- � PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 * a DC POWER (OVP) POLE MOUNTING DETAILS & c N 4'15 ELIJAH'S LANE at&t0 01/11/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC 0 ,� �=�u, GPS UNIT MOUNTING DETAIL O +; L A UNIT OF BECHTEL CORPORATION MATTITUCK, NY 11952 t i 5275 WESTVIEW DRIVE N0. DATE REVISIONS BY CHK PP' �p 4S 3g .L? JOB NUMBER DRAWING NUMBER REV p�°FESS%O- 25736-415 T3–NYNYNY0228– A05 0 3 tcp FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK •� � •� SIZE 22" x 34' Af�.ISI ' D ' CL O _ U o.Q to , U O O M O 43 3 Q C3 �-° DC2 RRH VC a DC6—RM Cl FC12 C2 DC2 RRH O t v 1 '-8 1/16" DC2 RRH m o 1 3/8 D1 D2 �1)3 MCPA RACK (FRONT) 0 - 0 0 0 FIGURE 1 - TRUNK CABLE TO JUNCTION BOX ° °° 00 o BREAKER SHELF MAXIMUM CABLE LENGTHS FOR FIGURE 1 -0 a °i0oo ° D1 LENGTH (FT) 0 v 3 E- a Cl SIZE C2 SIZE 75 100 125 150 175 200 250 0 -0 0 0 0 8AWG 191 166 141 116 91 66 16 ol '-3 1/8 8AWG 10AWG 119 . 103 88 72 56 41 10 C14 PROPOSED LTE BBU TO BE 12AWG ... 75 65 55 45 36 26 6 NEW M ICROFLECT B1635 — — — � E WAVEGUIDE PORT MOUNTED IN MCPA RACK. 8AWG � 145 105 65 25 — — — o 10AWG 10AWGz 90 65 40 15 0 12AWG u' 57 41 25 10 — — — ° 0 A 8AWG N 75 11 — — — — — CL — — — — — BBU 12AWG 1OAWG 47 7 c 12AWG 29 4 — — — — — 0 v CABLE C3 MAY BE EITHER 10AWG OR 12AWG. 0 LENGTH D3 IS 16 FEET ALL CASES N a 0 —� C CABLE PORT DETAIL 1 RRH -� cl C2 SCALE: N.T.S. A06 DC6-RM DOME RRH co v oI RRH ol i� .� Dl D2 o EXISTING MCPA RACK. -w FIGURE 2 - TRUNK CABLE TO DC6 (DOME), 0 0 Cc •U, Cl DC2 C2 RRH c U DC6—RJM DC2 RRH UDC2 RRH E m o D1 D2 w 0 •c s FIGURE 3 - DIRECT CABLE TO DC2 MAXIMUM CABLE LENGTHS FOR FIGURES 2 AND 3 c � a a o Dl/D2 LENGTH (FT) o m CABLE 8 AWG 10 AWG 12 AWG vL EEXISTING WALL7PACK VOID WITH Cl 265 165 104 ° FIRESTOP En C2 1 16 16 16 •- v v c o •- v O o U N 'v Q c 7 o O U > O E � o v 0 LTE CONDUCTOR SIZE 408 DETAIL 2A06 MCPA RACKKo"3 SCALE: N.T.S. NSCALE: N.T.S. A06 co SCALE: N.T.S. A06 c -t 0 •3 v o ►- z 0 a 0 '0 N at&t 0 SITE NAME: MATTITUCK BECHTEL ASSOCIATES In N PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 * CABLE ENTRY PORT, MCPA RACK & LTE � 0 ELIJAH S LANE o (D ` A UNIT OF BECHTEL CORPORATION 4115 at&t0 01/11/13 LTE-ISSUED FOR CONSTRUCTION NG cs RC c w CONDUCTOR SIZES DETAIL r , MATTITUCK, NY 11952 v 5275 WESTVIEW DRIVE N0. DATE REVISIONS BY CHK PP' 3 '�p �¢ 39, JOB��'�? JOB NUMBER DRAWING NUMBER REV •;, ` •°°' FREDERICK, MD 21703--8386 USA R�'`�SS�°NP' 25736-415 T3-NYNYNY0228- A06 0 SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK d O _ SIZE 22" x 34' AN'-1 7 0 'aQ 411 _wMOTES. _c - 0 16 0° AISG CABLE FOR LTE ANTENNA LTE ANTENNA LTE ANTENNA 1 . FURNISHED BY OEM/AT&T. I- RET CONTROL WITH RET WITH RET WITH RET 2. INSTALLED BY OEM OR AS SCOPED BY MARKET. t NOTES: 3, 4, 21 NOTES: 3, 4 NOTES: 3, 4 NOTES: 3, 4 3. FURNISHED BY BECHTEL. 4. INSTALLED BY BECHTEL. 3 a (TYP FOR 3) 5. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET. c r ---- - - - 6. OPEN END OF LFMC TO BE LEFT WEATHERPROOFED UNTIL TERMINATED. �- I 1900 OR I 7. ARGUS 053-997-20-0000 DUAL FEED DC-DC CONVERTER WITH 012-526-20-040 2KW MODULES. 7NOTES:00 H AWS RRH 8. PART OF CONVERTER WITH 18 BREAKER POSITIONS. BREAKERS SPECIFIED NOTES. a 0 1 1 , 2, 5 1 , 2, 5 I COAX JUMPERS SEPARATELY. 9. BREAKERS TO BE TAGGED AND LOCKED OUT. °1 01 NOTES: 3, 4, 13 10. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER °c a� 1 700 RRH 1900 OR 700 RRH 1900 OR 700 RRH 1900 OR CONNECTIONS AND FIBER TO THE UNIT OR AS SCOPED BY MARKET. WHEN AWS RRH NOTES: AWS RRH AWS RRH IN BECHTEL SCOPE, INSTALL 10 AWG CHASSIS GROUND, PROVIDE (2) 10A 1 2 COUNT SINGLE MODE ' ' I NOTES: NOTES. NOTES: NOTES: _L_ �- 1 , 2, 5 1 , 2, 5 BREAKERS FROM A 24V DC POWER SOURCE OR (2) 5A BREAKERS FROM NOTES: ° m I FIBER CABLE IN 1 " LFNC Q - - I 1 , 2, 5 1 , 2, 5 1 , 2, 5 1 , 2, 5 A 48V DC POWER SOURCE AND CONNECT USING MFR POWER CABLE WITH -0 a NOTES: 3, 4, 5, 13 Q 1 v 0 I (TYP FOR 2) j r- - _ __ ____ __ 6 AWG SPECIAL CONNECTOR. ------ - - - ------� 11 . EQUIPMENT LOCATED ON EXISTING TELCO RACK. E : " I I I ; ;�(TYP FOR 6) 12. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE. J I 2/C DC CABLE IN 1 LFNC I 12 COUNT SINGLE MODE I NOTE 13 ° I NOTES: 3, 4, 5, 13, 14 I I FIBER CABLE -1-- -1- I �- -�- -L -� 13. LEAVE COILED AND PROTECTED UNTIL TERMINATED. 71 >•� I OT FOR 2 JUNCTION 1 - - I - - - - 14. SEE DETAIL 1408 FOR DC POWER CABLE SIZES. - v I ( ) BOX i NOTES. 3, 4, 5, m 0 15. DC SURGE SHELF SHALL BE RAYCAP DC6-48-60 RM. SEE DETAIL 1409 N I I (TYP FOR 6) m Q I FOR INTERNAL WIRING DIAGRAM. S i I 12 C DC CABLES Q I m 16. SEE DETAIL 1410 FOR INTERNAL WIRING DIAGRAM. ° I ODE FIBER D I I NOTES: 3, 4, 5, 1 14 I 17. SUPPORT FIBER & DC POWER CABLES WITH SNAP-IN HANGERS SPACED L (2) 2 COUNT SINGLE M D I I NOT FOR 6) I NO GREATER THAN 3 FEET APART ON TOWER. SUPPORT FIBER AND DC -v 0 I CABLES AND (2) 2/C DC CABLES IN I I I POWER CABLES INSIDE MONOPOLE WITH CABLE HOISTING GRIPS AT 250 FT j 1 " LFNC NOTES: 3, 4, 14 I I MAXIMUM INTERVALS. DRESS CABLES TO PREVENT CONTACT WITH ENTRANCE V I I 1 " LFNC LFIBER I FIBER AND EXIT OPENINGS. c I NOTE: ALARM CABLE FOR SECTOR 'A' I I NOTES: 3. 4, 6, 1 ffi 18. CONDUIT TO BE USED ON A SELF SUPPORT TOWER IF THE RRH IS MORE 0 v I I (TYP FOR 6) THAN 10' FROM THE DISTRIBUTION UNITS MAX CABLE LENGTH IS 16 FEET. ONLY ALARM I m E 1 DC6 I I 19. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX OR N a I 11 ALARM. CABLE FIBER P� i 0 FIBER o I I NOTES. 3, 4, 5 KS24194'm, COPPER, UL LISTED RHH NON-HALOGEN, LOW SMOKE WITH u � I 1 I BRAIDED COVER, TYPE TC (1/0 AND LARGER). UNLESS OTHERWISE NOTED, co -v E I 1 L- - - -� STRANDING SHALL BE CLASS B (TYPE III) FOR CABLES SIZES 14, 12 & ° I I 10 AWG AND CLASS I (TYPE IV) FOR SIZES 8 AWG AND LARGER. CABLES -°° 1 FIBER CABLES I N CONDUIT 1 DISTRIBUTION UNIT SHALL BE COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR ° 1 I OPTIONAL INSTALLATION ® AT&T ANTENNA HEIGHT =3 •`� I TYPICAL PER SECTOR NOTE 22 I SEE DETAIL "A" THIS SH. (RAYCAP DC6-48-60-18-8F) 24V AND 48V RETURN CONDUCTORS. MULTI-CONDUCTOR DC POWER NOTE: 22 (TYP FOR 3) NOTES: 3, 4 & 16 2 AWG CABLES SHALL BE COPPER, CLASS B STRANDING WITH FLAME RETARDANT DETAI L A I PVC JACKET, TYPE TC, UL LISTED FOR 90 C DRY/ 75 C WET INSTALLATION. L__ ___ _ ___ ________ _ _ ____ __ ________ _ J TOWER 20. GROUNDING WIRES SHALL BE COPPER, THHN/THWN UL LISTED FOR 90'C c - DRY/75'C WET INSTALLATION. MINIMUM SIZE IS 6 AWG UNLESS NOTED c o NOTES: 3, 4, 17 OTHERWISE. c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21 . RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. EQUIPMENT LOCATED AT 12 COUNT, SINGLE MODE GPS ANTENNIA & REFER TO RF DATA SHEET FOR APPLICABILITY. +' o GROUND (LEVEL FIBER CABLE SURGE SUPPRESSOR 22. FIBER OPTIC CABLES SHALL BE INSTALLED IN FLEXIBLE CONDUIT AS NOTES.. 3, 4, 5 NOTES: 1 , 2, 5, 24 NOTES: 3, 4•, 25 SCOPED BY MARKET. 23. MAXIMUM 4/0 AWG CABLE LENGTH FROM 24V DC POWER PLANT TO Ill o 6 C DC CABLES FIBER FIBER o .� NOTES: 3, 4, 14 CONVERTER SHALL NOT EXCEED 44 FT. �- / MGMT TRAY 24. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. +' (TYP FOR 2) 6 AWG AWS & 700 MHz 25. SEE DETAIL 1505 FOR GPS ANTENNA AND SURGE SUPPRESSOR COAXIAL i - - CABLE CONNECTION. DC SURGE SHELF 10 AWG LTE BBU 26. SEE DETAIL 1150C FOR ALARM CABLE REQUIREMENTS. a ° NOTES: 3, 4, 15 v NOTES: 1 , 2, 5 a o 6 AWG _ 6 AWG _ 0 �' 10 AWG v •L E (16) 1/C 12 AWG - L_ j p NOTES: 3, 4 0 ALARM CABLES 0 0 NOTES: 1 , 2, 5 •c cn I- a 48V DC BREAKER PANEL v _c (1) 1 OA & c � v (2) 4/0 AWG (6) 15A BREAKERS IN CABLE RACK NOTES: 3, 4, 8, 9 ALARM CABLES o (TYP FOR 2) 6 AWG NOTES: 3, 4, 26 SIAD 11NOTES: 3, 4 SYSTEM DIAGRAM, TOWER SITE N NOTES 3, 4, 23 ---- -- - - - NOTES: 10, 11 66 BLOCK .c ►- __ IN TELCO RACK WITH INDOOR BASE BAND Q 24V TO -48v 1 AND RRH'S ON TOWER 0 TO (2) 250A CONVERTER ; ; I 2 COUNT, SINGLE MODE E BREAKERS IN W/ 2KW MODULES BY OTHERS 1 - FIBER CABLE DETAIL 1ee 400I 0 24V DC NOTES: 3, 4, 7 (2) 2 AWG NOTES: 1 , 2, 5 NTS �01 +' POWER PLANT I - - N � NETWORK INTERFACE DEVICE ~ c INDOOR LTE FRAME/RACK VARIES BY MARKET rli 2 AWG NOTES 11 & 12 C:) v - IN TELCO RACK c7t 0 •3 v 0 - z 0 CL c 0 •co ��oF MFW at&t BECHTEL ASSOCIATES SITE NAME: MATTITUCK m a U) PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 at&t * SYSTEM DIAGRAM D 415 ELIJAH S LANE O .a; A UNIT OF BECHTEL CORPORATION 0 01/11/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC w; s c � MA7TITUCK, NY 11952 v, � w i 5275 WESTVIEW DRIVE N0. DATE REVISIONS BY CHK PP' ��p �4S439 �� JOB NUMBER DRAWING NUMBER tREYFREDERICK, MD 214ilrlp703-8386 USA pROFES�'°NP�� 25736-415 T3-NYNYNY0228- E01 SCALE: AS NOTED DESIGNED BY. NK DRAWN BY: NK o- o _ C SIZE 22" x 34 AN' D U Q AWS 700 SECTOR A SECTOR A c - a o TO CRGB TO CRGB 0° SECTION "P" SECTION "I" a I + I + I + I + I + I + (NOTE 12) (NOTE 12) 3 3 , 2 AWG 2 AWG o 0 0 0 0 0 cn cn cn cn cn cn >,� ALARM o0 00 ^ oma Q ¢ ¢ a aQ z 0 m g z v 0 v I I I I I I I I I I I I 0 0 a o o m Q " CABLE as mmouaamm00 °- c RACK "P" GROUND BAR RACK "I GROUND BAR Y (Dv (NOTE 2) (NOTE 2) v NC 2/C POWER CABLES 0 0 e__ mC - + - + - + E- + - + - + 6/C POWER CABLES (6 TYP) (NOTE 7) °j o 10 AWG 0 to 1 DC SURGE SHELF RAYCAP DC6-RM (NOTE 2, 8)0 CL (NOTE 7) NOTE 10 ° _w ALARM eAM 700 JACKS ° m NOTE 13 , 6 AWG ALARM 6 AWG > - ALCATEL-LUCENT + TO TO RACK 9926 (BBU) 48V DC _ �- 6 AWG W ENTION REQU RED GROUND BOX TOCABLE GROUND E '�" 700MHz INPUT 6 AWG TO RACK (NOTE 9) - --I AWS 700 o GROUND ALARM "p" (3 TYP) I I SE TOR B SECTOR B >,r- 10 AWG BAR JACKS I -\rF c d- FIBER PORTS GND GROUND ° N __ __ 1 2 3 4 5 6 T1 RJ45 BAR c: 1 ❑ ❑ ❑ ❑ ❑ ❑ NC JACKS L_ _J 0 M V M - (12) 1/C 12 AWG � v 10 AWG (N0 2) TO POWER CABLES C o o: o o - (NOTE 10) RACK 00 TO RACK ALARM "I A-AWS+ o a w � o °' w � L_ 0 "I" -- eAM AWS JACKS GND + + z 0 m g z C-) m g GROUND BAR (2) 1/C 12 AWG A-AWS- _ _ c� o a 0 0 a BAR 6 AWG POWER CABLES A-700+ + + + _ ❑ ❑ 7T + _ ❑ ❑ 0 0 - ALCATEL-LUCENT .I. (2 TYP) TO RACK 9926 (BBU) 48V DC _ A-700- _ _ --_- a� L AWS INPUT B-AWS+ + FIBER & POWER o a - DISTRIBUTION _ 0 +, GROUND ALARM B-AWS- WITH °' BAR FIBER PORTS JACKS GND B-700+ + 48V SURGE PROTECTION + E _ -o � _ 1 2 3 4 5 6 T1 RJ45 B-700- _ RAYCAP DC6 a� oJACKS C-AWS+ (NOTE 3) + co -° 10 AWG101010101010 TO C-AWS- ± _ 6 AWG _ 6 AWG :E _ (NOTE 2) RACK C-700+ + + TO TO o c TO RACK "I" -48V C-700- _ _ GROUND GROUND •- "I" GND AWS 700 0 GROUND (4) 1/C 4/0 AWG BAR SECTOR C SECTOR C C •o BAR POWER CABLES OV ._ c +24V INPUT 0 +24V INPUT 24V TO -48V CONVERTER c AFEED A FEED B (NOTE 4) WITH _ 2 AWG (NOTE 4) FACTORY INTEGRAL -48V BREAKER PANEL TO v GROUND �-- --� 3 0 3 0 0 E WIRING (NOTE 2) ALARM j o a w o m Ill o TERMINAL 1 I I 0 o m a 0 o a 0 .� OV BLOCK v +GND 0/P (MOTE 5) - GND I/P (NOTE 4) ; + - ❑ ❑ + - ❑ ❑ v a� INSTALL (2) (N) 'a � 250A BREAKERS ' ALARM CABLE Q-0 24V 2 AWG 6 AWG (NOTE 11) (NOTE 6) TO 66 BLOCK .� (THIS SHEET) o cn (+) o .L TO RACK "P" TO RACK "P" - - E NOTES GROUND BAR GROUND BAR 6 AWG fi AWG 0 .� TO TO c v, OV 1 . LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE DURABLE, SELF GROUND GROUND ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND AND POLARITY; I.E. "A-AWS+". 2. INSTALL ON LTE EQUIPMENT RACK. 3. SEE DETAIL 1410 FOR DC6 INTERNAL WIRING. CABLE GROUND WIRES NOT SHOWN FOR CLARITY. o PART OF DC POWER PLANT 4. CABLE TERMINALS FOR +24V INPUT FEED A, FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1 " CENTER. 0 5. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK-TO-BACK ON OPPOSITE SIDES OF PAD. 6. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CENTER. c d 7. SEE DETAIL 1408 FOR DC POWER CABLE SIZES AND MAXIMUM CABLE LENGTH. WIRING DIAGRAM, INDOOR vCRGBQ 8. SEE DETAIL 1409 FOR DC6-RM INTERNAL WIRING. c9. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET. BASE BAND AND R R H s ON TOWER/R 00 0 10. PROVIDE GROUND WIRES FOR ENHANCED ALARM MODULE (eAM) WHEN EMPLOYED BY MARKET. E 0 11 . CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME RACK OR DC DC CONVERTER DC6 0 ° ENCLOSURE. N 12. THE BARE GROUND WIRE OF EACH MULTI-CONDUCTOR CABLE SHALL BE CONNECTED TO THE "P" GROUND BAR ON THE RACK. WHEN A SHIELDED CABLE IS USED, THE DRAIN WIRE ALSO SHALL BE CONNECTED TO THE "P" GROUND BAR. 41 DETAIL ~ c' 13. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS. E02 SCALE: N.T.S. ri v c o ° Na., cn t c +_ 0 3 vo Lz 0 a � �o o"E y at&t 'ESITE NAME: MATTITUCK BECHTEL ASSOCIATES co Y0228 RRH WIRING DIAGRAM Lit m cn PROFESSIONAL CORPORATION SITE NUNIIBER. NYNYN c °' 4115 ELIJAH'S LANE at&t 1 0 O +; L A UNIT OF BECHTEL CORPORATION 0 01/11/13 LTE—ISSUED FOR CONSTRUCTION NG GS RC + + v, MATfITUCK, NY 11952 =� 3 t i 5275 WESTVIEW DRIVE N0. DATE REVISIONS BY CHK PP' 'Fp �4543g'� j JOB NUMBER DRAWING NUMBER REV L •°' FREDERICK, MD 21703-8386 USA AROFr_SS'°NPS'' 25736-415 T3_T SIZE E02 0 SCALE: AS NOTED DESIGNED BY: NK DRAWN BY: NK a O _ 51ZE 22" x 74' ANSI "D ' 0 aQ SYMBOLS ELECTRICAL INSTALLATION NOTES AS APPLICABLE s/G SOLID GROUND BUS BAR � - AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCES/N SOLID NEUTRAL BUS BAR m 0 1 . WIRING, RACEWAY, AND SUPPORT METHODS WITH NEMA, UL, ANSI/IEEE, AND NEC. _ OF THE NEC AND TELCORDIA. o ~ 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. SUPPLEMENTAL GROUND CONDUCTOR 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF A 3 ' TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TOATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN oTo 2-POLE THERMAL-MAGNETIC APPROVAL. 25. WIREWAYS SHALL BE EPDXY-COCIRCUIT BREAKER 0 v CONTRACTOR FOR AP DOWNWARD, SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA o 0 o' v3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY 3R (OR BETTER) OUTDOORS. SINGLE-POLE THERMAL-MAGNET( 0 0 0 CIRCUIT BREAKER +; v THE NEC AND TELCORDIA. L 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED 0 °' °- 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, e CHEMICAL GROUND ROD 0° o OR NEMA 3R (OR BETTER) OUTDOORS 0 U 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR- ® GROUND ROD v -�' CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2 INCH PLASTIC ELECTRICAL 1fAPE WITH UV 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON- PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 (OR BETTER) DISCONNECT SWITCH v °' INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 00 EXISTING INSTALLATION REQUIREMENTS. Rl METER � c S (I.E., HOTS) SHALL BE LABELED WITH 6. POWER PHASE CONDUCTORCOLOR-CODED INSULATION OR 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND E a ELECTRICAL TAPE (3M BRAND, �� INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ■ CADWELD TYPE CONNECTION 0 CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR COMPRESSION TYPE CONNECTION o ACOID (PLASTIC LABELS. BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. N 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAM ---- GROUNDING WIRE c WIRE 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E.,, PANELBOARD AND 0 CIRCUIT ID'S). AGAINST LIFE AND PROPERTY. ABBREVIATIONS ° AGL ABOVE GRADE LEVEL 2° 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAK BREAKER (CIRCUIT ID NUMBERS) SHALL BE DETAIL CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 115 AWG AMERICAN WIRE GAUGE 0 v n 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP �O3 SCALE: N.T.S. � � EDGES. USE LOW PROFILES TIE WRAPS. BCW BARE COPPER WIRE o °" " c OL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR BTS BASE TRANSCEIVER STATIO E 10. POWAWGCORTLARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED) COPPER CABLE RATED v (12 R LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, VOLTAGE SURGE SUPPRESSION TVSS (E) EXISTING o FOR 90 C (WET AND DRY) OPERATION; LISTED o TRANSIENT VO Ca -v UNLESS OTHERWISE SPECIFIED. EG EQUIPMENT GROUND cn EGR EXTERNAL GROUND RING � � -� 11 . SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR 1 . RF TVSS DEVICES SHALL BE INSTALLED IN ALL NEW ANTENNA & NEW COAXIAL INSTALLATION o LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE REPLACEMENTS. EMT ELECTRICAL METALLIC TUBING -w -v RATED FOR 90 -C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM TAIL 116 AND 124 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. GEC GROUNDING ELECTRODE CONNECTION c USED, UNLESS OTHERWISE SPECIFIED. 2. SEE DE N .� GEN GENERATOR 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, 'SHALL BE SINGLE 3. AC TVSS DEVICES FOR AC POWER SHALL BE INSTALLED FOR ALL NEW AC PANEL INSTALLATION OR ° CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. REPLACEMENTS GRC GALVANIZED RIGID CONDUIT t C 4. THE AC TVSS SHALL BE COMMON MODE TYPE, MINIMUM RATED 120kA SURGE CURRENT, AND HAVE IGR INTERNAL GROUND RING (HALO) 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE 12 AWG OR ° RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 -C (WET MONITORING LIGHTS WITH FORM C ALARM CONTACTS. THE AC TVSS SHALL BE INNOVATIVE TECIHNOLOGIES IMC INTERMEDIATE METALLIC CONDUIT LARGER), 600 V, OIL ER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS ZE PTX120 OR OWNER APPROVED EQUAL. THE TVSS SHALL BE CONNECTED TO THE AC SYSTEM THROUGH m o AND DRY) OPERATION; WITH OUT CIRCUIT BREAKER IN THE AC PANELBOARD AND SHALL BE MOUNTED INTEGRAL WITH THE PANELBOARD OR o .� OTHERWISE SPECIFIED. DIRECTLY ADJACENT. MGB MASTER GROUND BAR -4., � o MIN MINIMUM v 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRENUTS -� AND WIRENUTS SHALL BE RATED FOR OIPERATION AT NO LESS THAN 5. T1 TVSS DEVICES SHALL BE INSTALLED IN ALL NEW T1 INSTALLATIONS (TYPE AS APPROVED BY AT&T M) co BY THOMAS AND BETTS (OR EQUAL). LUGS N.T.S. NOT TO SCALE :375-C (90'C IF AVAILABLE). 6. THE SUBCONTRACTOR SHALL INSPECT THE EXISTING TELCO SYSTEM FOR TVSS PRESENCE AND REPORT PVC RIGID (SCH.40) POLYVINYL o c �4-1 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH FINDINGS TO CONTRACTOR. CHLORIDE CONDUIT rn NEMA, UL, ANSI/IEEE, AND NEC. 7. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE v •L ELECTRICAL CODERTICLE 250, 280, 285, AND CHAPTER 8, AS APPLICABLE., RBS RADIO BASE STATION E °' W RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. NATIONAL EL (NEC)( ) REF REFERENCE ° 16. NEW TUBING EMT OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR DETAIL REQ REQUIRED v 17. ELECTRICAL METALLIC TU (EMT) 117 RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED RF RADIO FREQUENCY EO3 SCALE: N.T.S. INDOOR LOCATIONS. RGS RIGID GALVANIZED STEEL o ' v ° 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC T1 LINES RWY RACEWAY 0 ID PVC SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCAITIONS. TRANSPORTSIAD SMART INTEGRATED ACCESS CONDUIT (RIG , w ;d~ 1 . ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA DEVICE v 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTfD00R LOCATIONS a ABOVE GRADE. 70), CHAPTER 8. TBD TO BE DETERMINED > 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, � ° 20. RIGID NONMETALLIC CONDUIT I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED INDOORS-UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS TBR TO BE RESOLVED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC O)R ENCASED IN REINFORCED REQUIRED BY THE NEC. TYP TYPICAL u, _c CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. VIF VERIFY IN FIELD c 4. FOR NOKIA GSM BTS CABINET ONLY THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A I- c COMPUTER-PRINTED SELF-LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE vi 21 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, c WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: v N TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND AIPPROVED FOR THE AT&T UMTS 1 ABBREVIATIONS & SYMBOL 22. CONDUIT AND 0 3 LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. LEC CCT# E03 v o SCALE: N.T.S. L Z 0 aat&t 0 0 ©F N�ly U •U) 40 'E Ov SITE NAIME: MATTITUCK � ° �, ° L BECHTEL ASSOCIATES �, �, SITE NUMBER: NYNYNY0228 ELECTRICAL, TVSS NOTES, ABBREV. Ill U) PROFESSIONAL CORPORATION at&t 4151 ELIJAH'S LANE 0 01/11/13 LTE-ISSUED FOR CONSTRUCTION NG GS RC & SYMBOLS o �- A UNIT OF BECHTEL CORPORATION '_� JOB DRAWING NUMBER RE MATTIITUCK, NY 11952 NO. DATE REVISIONS BY CHK P' NUMBER Fo �4sasg'` 36-415 T3-NYNYNY0228- E03 `� i 5275 WESTVIEW DRIVE : p�aFESStiONj'' 257 v 3 � ';, L •°' FREDERICK, MD 21703-8386 USA SCALE: AS NOTED DESIGNED BY: NK DRAWN BYNK SIZE 22" x .54" ANSI ao 0 •aa �N . GROUNDING NOTES (AS APPLICABLE) 6 AWG STRANDED Cu - - m o 1 . THE SUBCONTRACTOR SHALL REVIEW, AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING NEWTON INSTRUMENT COMPANY, INC. WIRE WITH GREEN, 60OV, PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THWN INSULATION BUTTER, N.C. OR APPROVED EQUAL \ LPI OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE (SUNLIGHT RESISTANT) � THE AHJ), THE SITE-SPECIFIC (UL, , n � a WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANIY VIOLATIONS OR NO. REQ. PART NO. DESCRIPTION OR BLACK MARKED 3 ' ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. � AS REQUIRED BY NEC 1/4"x4"x30" SOLID GND. BAR GROUND BAR ON � v 0 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC O 2 A-6056 WALL MTG. BRKT. WALL, FLOOR CL o POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING OR ON ANTENNA 0 CONDUCTORS IN ACCORDANCE WITH THE NEC. O 2 3061 -4 INSULATORS TOWER ro °c. ® 4 3012-1 5/8"-11x1 " H.H.C.S. I 0 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE o 0 1100 AND 81 ) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL 0 4 3015-8 5/8 LOCKWASHER c +; SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS 00 >,= SHALL BE PERFORMED IN ACCORDANCE WITH 24782-000-3PS-EG00-0001 , DESIGN & TESTING OF FACILITY 0 0 O O v 0GROUNDING FOR CELL SITES. DOUBLE CRIMP O 0000 - O O 00 CONNECTION a 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUICTOR. STRANDED INTERIOR 2 3 0 3 COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED GROUND RING E AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. o -° EXOTHERMIC WELD-/ ANGLE SHOWN TO c 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN 0 1 5 4 (WELDING ROHIBITED ILLUSTRATE WELD v Lo INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR I 1 ON ROOFTOPS) AT THE LOWEST c N BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. OA POINT ON THE BAR 4-1 P 0 131, a ° 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 2 AWG SOLID BARE TINNED \ 4„ COPPER GROUND CONDUCTOR. EXOTHERMIC EXOTHERMIC WELD TO BURIED o v 7 . APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION 13" 1 WELD GROUND RING AND GROUND BAR C AND BOLTED GROUND CONNECTIONS. 0 0 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL N HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. a) 0 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE INSTALLATION OF GROUND WIRE M °- 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS 1 18 TO COAX CABLE GROUND BAR DETAIL co C CONNECTIONS. ORIGIN AND DESTINATION. EO4 SCALE: N.T.S. E 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED SECTION "P" - SURGE PROTECTORS N 0 TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. CABLE ENTRY PORTS (HATCH PLATES) (2 AWG) TO TOWER MOUNTED TO TRANSMIT 11 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) AMPLIFIER UNITS ANTENNA 4-1 FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TELCO GROUND BAR (2 AWG) (TMA) (WHEN TYPE CONDUIT CLAMPS. REQUIRED) AND 1 COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (2 AWG) RECEIVE ANTENNA c +24V POWER SUPPLY RETURN BAR (2 AWG) 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEWS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC -48V POWER SUPPLY RETURN BAR (2 AWG) TX o 0 CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE RECTIFIER FRAMES. WEATHERPROOFING HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS COAX SUPPRESSION \ KIT {TYP.) o PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC RX1/RX2 RX1/RX2 v CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE SECTION "A" - SURGE ABSORBERS m o METAL CONDUIT. INTERIOR GROUND RING (2 AWG) ANTENINA CABLE 0 •c EMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/ R 222. FOR TOWERS EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (2 AWG) I I \ KIT (TYP.) 13. ALL TOWER GROUNDING SYSTEMS / BEING BUILT TO REV G OF THE STANDARD THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS METALLIC COLD WATER PIPE (IF AVAILABLE) (2 AWG) 2-11= JUMPER CABLES BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGEDSTANDARD GROUND FROM 2 AWG TO 2/0 AWG. IN BUILDING STEEL (IF AVAILABLE) (2 AWG) I I I I •L (n ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. KIT (TYP.) d 0 0 SECTION "I» - ISOLATED GROUND ZONE SEE NOTE) o. ALL COMMUNICATIONS EQUIPMENT FRAMES. o ISOLATED GROUND BAR - IGB (2 AWG) CONNECTOR WEATHERPROOFING E . DETAIL NOTES: KIT (TYP.) ccn o 1 . EXOTHERMICALLY WELD 2 AWG BARE TINNED SOLID COPPER CONDUCTOR TO #6 AWG STRANDED Cu +, GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE FROM TMA WIRE WITH GREEN, c >. PARALLEL EXOTHERMIC WELD. (WHEN REQUIRED) 60OV, THWN INSULATION 02 2. USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH (SUNLIGHT RESISTANT) SECTION AND LABEL EACH SECTION ("P", "A", 121") WITH 1 " HIGH LETTERS. ri ill \ CIGBE (GROUND BAR), ca REFER TO DETAIL o Q NOTE: 118/EO5 TO NEAR/ BELOW ANTENNA v > 1 . DO NOT INSTALL CABLE GROUND SEE NOTE 2 KIT AT A BEND AND ALWAYS DIRECT E0 GROUND WIRE DOWN TO CIGBE °3 L-#2 AWG Cu STRANDED 0 (RGB) REFERENCE GROUND BAR — DETAIL 2. EXISTING CIGBE MAY BE USED IN WIRE WITH GREEN, N CONVENIENTLY LOCATED. 600V, THWN INSULATION c (SUNLIGHT RESISTANT) BONDED TO STRUCTURE cOR BOTTOM N -1-i 1 19 MASTER/EQUIPMENT GROUND BAR DETAIL GROUND BAR. CONNECTION OF 00 3 1 13 DETAIL Eo4 SCALE: N.T.S. ri22 GROUND WIRE TO GROUND BAR v o 0z ENJ SCALE: N.T.S. E04 SCALE: N.T.S. L c 0 0 •n °gip MFw�. at&t IL • -° SITE NAMEMATTITUCK �¢�'' oo BECHTEL ASSOCIATES m N PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 _ x GROUNDING NOTES & DETAILS ( �' 415 ELIJAH'S LANE at&t _ rl * _ .w A UNIT OF BECHTEL CORPORATION 0 01/11/13 LTE ISSUED FOR (CONSTRUCTION NG GS RCS, , s L -1' i 5275 WESTVIEW DRIVE MATTIYUCK, NY 11952 � F Q46,4 IN �'�' JOB NUMBER DRAWING NUMBER REV rn >, �. •�FREDERICK, MD 21703-8386 USA N0. DATE REVISIONS BY PP o p�OFESSIONP� a 25736-415 T3-NYNYNY0228- E04 0 U o. Q SIZE 22„ 54' ANSI El" co N t — Wo � O / NOTES: .c d� �0 3 a �Q�G� 1 . THE CROSS SECTOR REDUNDANCY FEATURE (CSRF) SHALL BE IMPLEMENTED ONLY ON TOWER SITES, WHERE THE REMOTE RADIOS (RRH/RIRU) ARE MOUNTED ON THE TOP OF THE TOWER. CSRF SHALL NOT BE DEPLOYED ON 0 0 VC�� ROOFTOP SITES, DAS SYSTEMS, OR WHERE THE RRH/RRU IS MOUNTED ON THE GROUND. ca_ c � 1 `' � ��� ° x a 2. CSRF SHALL NOT BE DEPLOYED ON TOWER TOP SITES, WHICH HAVE TWO DIFFERENT RADIATION CENTER LINES o 162 � `-`! ACROSS ANY TWO OR MORE SECTORS. m o- 1 � 'co L ^ LTE 3. CONSULT WITH AT&T MARKET PERSONNEL TO DETERMINE UPON WHICH LTE WAVE, THE CSRF WILL BE DEPLOYED. c0 U ANTENNA 4. THE MAXIMUM JUMPER LENGTH SHOULD NOT EXCEED 35 FEET FOR 700 MHZ AND AWS FREQUENCIES. 1�—.01 J—BOX (CONSULT WITH LOCAL MARKET RF FOR ADDITIONAL GUIDANCE.) ° m J '�} / (NOTE 15) 5. IN THE EVENT TOWER TOP SITES CANNOT MEET THESE IMPLEMENTATIc 107 ON RESTRICTIONS, THE RRHs/RRUs SHALL a \ / / BE CONNECTED TO THE ANTENNA IN THE TRADITIONAL CONFIGURATION. E.G. LOW RF HEIGHT ON A SELF ° 3:: SUPPORT SUPPORT TOWER, WHERE; THE DISTANCE BETWEEN SECTORS WOULD REQUIRE EXCESSIVELY LONG JUMPERS o BETWEEN ADJACENT SECTORS.) c� / 6. ALL RF CABLE (JUMPER)I LENGTHS SHALL BE WITHIN 9 FEET OF EACH OTHER ACROSS ALL SECTORS. FOR EXAMPLE, ALPHA SECTORS SHORTEST JUMPER IS 6 FEET IN LENGTH. THEREFORE, GAMMA SECTOR'S LONGEST JUMPER CAN BE NO MOIRE THAN 15 FEET LONG (6' + 9'= 15' . FOR SITES WHERE ILL BE IMPLEMENTED WITH EXISTING LTE EQUIPMENT, EXISTING RF JUMPER MAY BE -° iTx/Rx27 v o / f O �J � REUSED. INSTALLER SHALL MEASURE JUMPERS AND ENSURE LENGTHS , COMPLY WITH NOTE 6. o U 700 o RRH/RRU Tx / ��\ 8. ALL RF CABLES JUMPERS SHALL USE PRE–MADE JUMPERS WITH PRE–INSTALLED CONNECTORS ON BOTH ENDS .c /Rx 1 Q. /� c o ° / FIIBER/SURGE 9. ALL RF JUMPERS SHALL BE LDF OR LCF12 JUMPERS FROM APPROVED RF JUMPER CABLE MANUFACTURERS N LTE ANDREW AND RFS). ANTENNA / PROTECTORcn I ( } 0 / / 10. RF JUMPER CONNECTORS SHALL BE INSTALLED WITH PROPER TORQUE AND WEATHERPROOFING. � ° 0 700 (-45) / ANTENNA FIBER CABLE 6 TYP 11 . JUMPERS SHALL HAVE RIF SWEEP PERFORMED. N v GAMMA 700 (+45) SUPPORT ( } ° SECTOR AWS (-45) / STRUCTURE , (NOTE 12) 12. ALL FIBER CABLES SHALL BE OF THE SAME LENGTH FROM THE FIBER/DC SURGE PROTECTION BOX TO THE AWS (+45) I RRH/RRU. ANY EXCESS FIBER SHOULD BE SPOOLED IN THE FIBER MANAGEMENT BOX. .� I 13. JUMPERS SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3 FEET. o ° \ \ a� 14. THIS DETAIL SHOWS LTE RF JUMPER CONNECTION. ROUTING IS DIAGRAMMATIC. SEE ANTENNA PLAN IN THIS SET c ( OF DRAWINGS FOR ACTUAL LOCATION OF ANTENNAS AND REMOTE RADIOS. 4Tx/Rx2 \ \ AWS \ -A z RRH/RRU \ li 9 15. WHEN CONDUIT AND JUNICTION BOXES (1 PER SECTOR) ARE SCOPED BY MARKET, COIL EXCESS FIBER CABLE IN t o Tx/Rx1 \ JUNCTION BOX. E � W O \ \ \ �G f o f LEGEND: W .c cf) 0 0 \ AWS RRH/RRU COAX CABLE JUMPER — o �� \ 700 MHZ RRH/RRU COAX CABLE JUMPER E o f 000 �.� LTE CROSS SECTOR REDUNDANCY FEATURE o � �s�J (CSRF) JUMPER CONFIGURATION � � J 0 4; 9 DETAIL r1506 0 E o °;P SCALE: N.T.s �O5 PLAN VI EW o ° 04 t c !� O 3 v o - z O a L � O 0 U •co co BECHTEL ASSOCIATES SITE NAME: MATTITUCK ��o o MEQ'�• at&t 0 m N PROFESSIONAL CORPORATION SITE NUMBER: NYNYNY0228 '�q�� °a t. at&t ILTE CROSS SECTOR REDUNDANCY _w A UNIT OF BECHTEL CORPORATION 415 ELIJAH'S LANE o 01/11/131LTE-ISSUED FOR CONSTRUCTION NG cs RC 3 FEATURE (CSRF) JUMPER CONFIGURATION MATTI'TUCK, NY 11952w; v, 3 _ i 5275 WESTVIEW DRIVE ,s ° FREDERICK, MD 21703-8386 USA No. DATE REVISIONS BY CHK PT 04S4a9''` � , JOB NUMBER DRAWING NUMBER REV a o •` ROFESSIDNi U 'aQ SCALE. AS NOTED DESIGINED BY: NK DRAWN BY. NK - 25736-415 T3—NYNYNY0228— E05 0 SIZE 22' x 34" AN'ZSI �D"