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Home My WebLink About36233-Z r FFOIlf` 4 Town of Southold Annex dso�st► S/9/2011 041 - 54375 Main Road s I� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 35064 Date: 7/14/2011 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 12585 Sound Ave, Mattituck, 1 SCTM#: 473889 Sec/Block/Lot: 141.-3-38.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/l/1900 pursuant to which Building Permit No. 36233 dated 3/10/2011 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: PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS ANTENNAS ON EXISTING MONOPOLE AND RELATED EQUIPMENT The certificate is issued to Penny George L Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36233 7/11/11 PLUMBERS CERTIFICATION DATED NA ;HiSignre a� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36233 Date: 3/10/2011 Permission is hereby granted to: Penny George L Inc Attn: Geo L Penny IV PO BOX 171 Southold, NY 11971 To: COLOCATE PUBLIC UTILITY WIRELESS TELECOMMUNICATIONS ANTENNAS ON EXISTING MONOPOLE AND INSTALL RELATED EQUIPMENT. At premises located at: 12585 Sound Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 141-3-38.1 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 3/9/2012. Fees: ACCESSORY $500.00 CO - ACCESSORY BUILDING $50.00 Total: $550.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3 Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy- New dwelling$50.00, Additions to dwelling $50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existingBuilding:p g (check one) Location of Property: l a 5 6 a Via G(' 6?b e 11'mcvt —t �_ is House No. Street Hamlet Owner or Owners of Property: (A 6 "_6 L L 1, h n Suffolk County Tax Map No 1000, Section 141 Block Lot 3 / Subdivision Filed Map. Lot: Permit No. 3!;�, �2 Date of Permit._3 - 1 d — I /Applicant: Health Dept. Approval: Underwriters App=(check l Planning Board Approval: Request for: Temporary Certificate Final Certificate: ) Fee Submitted: $ Applic t Signature OF SUUT,yolo Town Hall Annex T 4 Telephone(631)765-1802 54375 Main Road Cn Fax (631)765-9502 P.O. Box �o rocier.richert(cDtown.southold.ny.us 79 Southold,New Yorkk 11971-0959 0 � MUM,v' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Penny Lumber Address: 12585 Sound Ave City: Mattituck St: NY Zip: 11952 Building Permit#: 36233 Section: 141 Block: 3 Lot: 38.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Complete Wireless Cont. License No: SITE DETAILS Office Use Only Residential Indoor Basement Service Only Commerical X Outdoor H 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a power to 2 control panels at cell Site Notes: Inspector Signature: � il Date: July 11 2011 81-Cert Electrical Compliance Form laF so MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 MARTIN H.SIDOR Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Q Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 JAMES H.RICH III ly NTY, (con Main ut l Youngs Ave.) DONALD J.WILCENSKI COU Southold, NY Telephone. 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 1, 2011 John J. Coughlin, Esq. Re, Nielsen, Hubbard& Coughlin, LLP 36 North New York Avenue Huntington,NY 11743 RE: Site plan for Metro PCS @ Penny Lumber Located: Penny Lumber 12585 Sound Avenue, Mattituck S CTM#1000-141.-3-3 8.1 Dear Mr. Coughlin: As per your request, the Planning Staff conducted a site inspection of the above property on Thursday October 28, 2011 where the site work was determined to be in conformance with your approved site plan. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process do not hesitate to call this office. Sincerely, h Martin H. Sidor Chairman Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer * ,�,OF BUUl,.# 3� �-33 ®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSINUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� ( INSPECTOR �, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 4L INSPECTOR FIELD MEMMON REPORT DATE COMMENTS -------------- FOUNDATION(1ST) -/ o N L� FOUNDATION(2ND) � U z 0 � y ROUGH FRAM VQ& PLUMBING r. C. INSULATION PER N.Y. H STATE ENERGY CODE - FINAL ADDITIONAL COMMENTS v z 0 x . z ty TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form Contact: Attorneys for Applicant Approved 20 Mailto:Re, Nielsen, Huber & Coughlin, Disapproved a/c 36 North pNew York Ave. LLP AunlSQU Imo_ one: Expiration ,20_ Building Inspector D a ICATION FOR BUILDING PERMIT JAN 5 2010 Date . 20 INSTRUCTIONS a. This applicat the co ly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl s, accu o scale. Fee according to schedule. b. of plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. MetroPCS New York, LLC (Signature of applicant or name,if a )_„ �im�ited Laaba iity omppany) 5 Skyline Drive, Hawthorne, NY 1053Z (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Lessee Name of owner of premises George L. Penny, Inc. Limited Liabi l 'tey ��mpan� (As on the tax roll or latest deed) If aIcacrCl�a6p� r tx r o u y a thorized officer Do (Name and titreoftgoip %officer) NY.VP/GM T 3uilders License No. 'umbers License No. N/A ,ctricians License No. -r Trade's License No. N/A pa' ion of land on which proposed work will be done: i D,'Sound Avenue, Mattituck, NY e Tf6 Al b e r Street Hamlet Tax Map No. 1000 Section 141 Block 3 Lot 38.1 lion Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Industrial Use and Public Utility Wireless Telecommunications act ity b. Intended use and occupancy Same as above 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work Colocate public uti ity tyire.f ss a ecommunications ads on exi5ti—mono oie and (Description) 1n tall rgeleted eqquigment as depicted in the �ns su�mitted herewith. 4. stimate ost $75, 00.00 'Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor If garage, number of cars Industrial use and 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use Public Utility Wireless Tele otyun ca ions Faci7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Existing 100' telecommunications monopole Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 'No change to height of / Proposed 10'xl6' dquipment area monopole 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories i �Qf(Sx'• 9. Size of lot: Front Rear Depth Elizabeth G. .Penny, as Executrix under the 10. Date of Purchase 7/13/1982 Name of Former Owner Last Will and TPc+amant of GeoraP_ L. Panny, • III 11. Zone or use district in which premises are situated Light Industrial District 12. Does proposed construction violate any zoning law,ordinance or regulation? YES NOS_ 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises?YES X NO George L. c/o 12585 Sound Ave 14.Names of Owner of premises PGejW roy,., i nr_ Address Matti tucl , NY Phone No. Name of Architect MTM Design Group, Inc. Address ai N1 onn Phone No 732-888-6210 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: L�COUNTY OF ,�i rtv act n C,I ry c l-h" being duly sworn,deposes and says that(s)he is the applicant time.of individual siening contract)above named, e is the Lessee (Contractor,Agent,Corporate O teed etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to slake 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 to before me this/n� -- day of /1 fit,u s F-- 20_ Metr PCS , LLC D1 01mer (etn-t_ `2 Gt.a.c , By: NY VP/G?, Notary Public Signature of Applicant DIANE LAVcLLE NOTARY PUBLIC, State Of New York No.01LA6027670 Qualified In Westchester County Commission Expires July 19,20/ TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 25,2010 TO: Re: Nielsen, Huber & Coughlin LLC for Metro PCS New York, LLC 36 North New York Avenue Huntington, New York 11743 Please take notice that your application dated January 14, 2010 For permit to colocate a wireless facility & install equipment at Location of property: 12585 Sound Avenue, Mattituck NY County Tax Map No. 1000 - Section 141 Block 3 Lot 38.1 Is returned herewith and disapproved on the following grounds: The proposed co-location in the LI District is permitted. The proposed construction requires Planning Board site plan review & special exception approval per Section 280-72 of the Town Code. Authorized Signature CC: file, Planning Board Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. FOR INTERNAL USE ONLY 81p4 SITE PLAN USE DETERMINATION Initial Determination Date: 0// " �/ / /0 4. Date Sent: o / / / y/ /o Project Name: q,:!! ,,a L Project Address: /asBS Sam .. tifac� Suffolk County Tax Map No.:1000- /Y - 1Zoning District: / Request (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Initial Determination as to whether site plan is required: y26 Signature of Building Inspector Planning Department (P.D).Referral R K P.D. Date Received: -�-�f , gate of Comment: _/ DIS C.Gri C�'/ ._- Signature�� euoc DEPT. rnwN OF sourHaio of Planning Dept.-Staff Reviewer Final Determination Date:- Decision:- Signature of Building Inspector MAILING ADDRESS: PLANNING BOARD MEMBERS �DF SOOT P.O. Box 1179 MARTIN H.SIDOR � �OIO Southold, NY 11971 Chair #I OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS G • O 54375 State Route 25 JAMES H.RICH III Q DONALD J.WILCENSKI (cor. Main Rd. &Youngs Ave.) COUfffY,� Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 February 15, 2011 PLANNING BOARD OFFICE TOWN OF SOUTHOLD John J. Coughlin, Esq. Re, Nielsen, Hubbard & Coughlin, LLP 36 North New York Avenue Huntington, NY 11743 Re: Approval: Special Exception for Metro PCS at Penny Lumber Located at 12585 Sound Avenue, Mattituck SCTM#1000-141-3-38.1 Zoning District: LI Dear Mr. Coughlin: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, February 14, 2011: WHEREAS, this application is for site plan and special exception consideration to affix a wireless antenna at a height of 75 feet to the outside of an existing 100' antenna support structure and install related equipment on the ground at the premises located on a 3.8 acre parcel 400 feet east of Lipco Road in the LI Zoning District; and WHEREAS, the above-referenced request for Special Exception Approval for a public utility wireless communication facility was submitted for review on April 23, 2010 including a site plan prepared by Lou Moglino, AIA, dated March 12, 2010; and WHEREAS, the submission by the applicant has been reviewed and corroborated with an independent technical consultant retained by the Town to assist in the review process; and WHEREAS, on September 13, 2010, the General Requirements in 280-70 were met; and WHEREAS, on September 13, 2010, the Southold Town Planning Board distributed the application to agencies having jurisdiction for their comments; and WHEREAS, the comments from those agencies having jurisdiction and by the independent radio frequency engineer retained by the Town were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on September 16, 2010, the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section Metro PCS at Penny Lumber Page Two February 15, 2011 617.7, initiated the SEQRA lead agency coordination process for this Unlisted Action; and WHEREAS, the Southold Town Planning Board agreed to waive the requirement to construct an entirely new antenna support structure that meets the Town Code, pursuant to §280-76.2F. It was determined that the pre-existing antenna support structure, though not in compliance with the Town Code, could be allowed due to the finding by the Planning Board that the structure is already located in a place that would comply the same as any alternate locations, and the new antennas will be constructed to be as unobtrusive as possible; and WHEREAS, on October 18, 2010, the Town of Southold LWRP Coordinator reviewed the above-referenced project and recommended the proposed project be found consistent with Southold Town LWRP policies; and WHEREAS, on October 18, 2010, a public hearing was held and closed by the Southold Town Planning Board regarding the special exception consideration and site plan; and WHEREAS, on October 18, 2010, the Southold Town Planning Board acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action and as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on November 12, 2010, the Southold Town Building Inspector reviewed the plan and certified that the proposed action is a permitted use in this Light Industrial Zoning District; and WHEREAS, the Southold Town Planning Board reviewed the application to determine whether it satisfied the requirements for a special exception pursuant to Town Code Section 280-142 as follows: 1. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The tower already exists and the new antennas are flush-mounted to reduce visibility as much as possible. The equipment cabinets are not visible from outside the property. 2. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the proposed use is to be located or of permitted or legally established uses in adjacent use districts. The property is used for industrial purposes. 3. That the safety, the health, the welfare, the comfort, the convenience or the order of the Town will not be adversely affected by the proposed use and its location. The antenna support structure already exists, and the facility has been found to meet the Maximum Permissible Exposure limits set by the Federal Communications Commission. 4. That the use is in harmony with and promotes the general purposes and intent of this chapter. Metro PCS at Penny Lumber Page Three February 15, 2011 5. That the use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and over-all appearance. The antennas are flush-mounted as close to the existing structure to minimize the visual obtrusiveness as much as possible. 6. That all proposed structures, equipment and material shall be readily accessible for fire and police protection; and WHEREAS, the Southold Town Planning Board reviewed the application to determine whether it met the additional standards for a Special Exception Approval for a Wireless Communication Facility pursuant to §280-73B as follows: 1. Modification of the existing facility for a co-location of another wireless carrier has been found to be a public necessity, in that it is required to meet current or expected demands of the telecommunications provider and to render adequate service to the public. 2. The applicant is co-locating their antennas on an existing antenna support structure. 3. It is more feasible to co-locate the antennas on the existing structure rather than construct a new structure. A new structure is not desirable because it would contribute to visual clutter; therefore, be it RESOLVED, that the Southold Town Planning Board hereby finds that the standards for Special Exception Approval have been met; and be it further RESOLVED, that the Southold Town Planning Board has determined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning hereby grants a waiver of 280-76.1A., 'Pre-existing antenna support structures and antennas not in compliance'; and be it further RESOLVED, that the Southold Town Planning Board grants Approval for the Special Exception Consideration for Metro PCS at Penny Lumber. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, Martin H. Sidor Chairman Encl. cc: Town Engineer Building Department OF SOpIyO� Town Hall Annex * Telephone(631)765-1802 W75 Main Road 6 5-9 �`� P.O.Box 1179 • r_oger.rlchert(AMM3 s)o7& o A.nv.us Southold,NY 11971-0959 'VYnI� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: a Gr�,l G Date: `1 lit !/ Company Name: Co,alo e Lyi ic,16'5 S '� rt c- L Name: License No.:Address: leIS7 f 474u w 2q ,c oD_ Phone No.: _ q(1 — (p O JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: l2 ��S S«onc� / Zc *Cross Street: *Phone No.: Permit No.: 3 a 3 Tax Map District: 1000 Section: I 1 Block: 3 Lot: �18 I— *BRIEF DESCRIPTION OF WORK (Please Print Clearly) li J (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) f"/ /' (�` *Service Size: 1 Phase 3Phase 100 1b0 300 3 400 Other *New Service: Re-connect Underground Num of Met hange of Service Overhead Additional Information: PA ENT DUE WITH APPLICATION 82-Request for Inspection Form 02/23/2010 12: 23 51B-496-4487 NYSDOS CODES PAGE 01/01 t ooEs o VISION NEW YORK STATE DEPARTMENT OF STATE _ Division of Code Enforcement and Administration _ Phone (518)474-4073 fax (51.8)486-4487 wow dv -state nv.us E-mail: mfv tudv .state.rw.us DE P4 QIME NT OF STSTC TECHNICAL BULLETIN Code Effective Date: January 1, 2003,January 1, 2008 1.ource Document: 19NYCRR-Building Code of New York State(BCNYS) Topic: Communication Towers.Cellular Towers, and Wind Generators "his docmncnt is to clarify the application of the requirements of Building Code of New York State (BCNYS)section 3108, entitled"Radio and Television Towers." Section 3108,1, entitled general, !Sates; .Subject to the provisions of Chapter 16 and the requirements of Chapter 15 governing the f re- resistonce-ratings of buildings for the support of roof structures, radio and teievision towers shall he designed and constructed as herein provided. 4nild ng Code of New York Stare(BCNYS) Chapter 16, entitled structural design, contains the seismic -equirements for buildings and Chapter 15, entitled roof assemblies and rooftop structures,contains ;pecific requirements for rooftop structures in section 1509. Section 3108.4, states that towers shall he lesigned to resist wind loads in accordance with T1AlEIA 222-E, "Structural Standards for Steel Antenna Towers and Antenna.Supporting Structures." N,Ev-f Although EIA/TIA 222-E contains provisions which are applicable to free-standing towers, it is our apinion that Article 18 of the Executive Law, the enabling legislation for the Uniform Fire Prevention and Building Code(Uniform Code),does not authorize regulation of free-standing communication towers, cellular towers, or wind generators, which are not associated with a building. When a tower is installed on a building, section 31081 is applicable. When a free-standing tower is accompanied by a building for equipment, the building is regulated by the code. Ronald E. Piester, A.I.A.,Director Division of Code F.nforcement and Administration TOWN OF SOUTHOLD COUNTY OF SUFFOLK : STATE OF NEW YORK ---------------------------------------------------------------------------------X In the Matter of the Application of MetroPCS New York, LLC AUTHORIZATION OF OWNER At the premises: 12585 Sound Avenue Mattituck, New York Section 141, Block 3, Lot 38.1 ---------------------------------------------------------------------------------X STATE OF NEW YORK ) ) SS.: COUNTY OF SUFFOLK ) G e�cs, -C—' C ?Q n O U 1� being duly sworn, deposes and says: I am the owner in fee of the premises known as Section 141, Block 3, Lot 38.1 (the "Premises"hereafter),and do hereby authorize MetroPCS New York,LLC('MetroPCS'hereafter), and its representatives to bring such applications for municipal approvals as may be necessary for constructing or installing on the Premises such antennas,support structures,and related equipment as MetroPCS may require for the establishment of its public utility wireless telecommunication facility. As such, I will fully cooperate with MetroPCS and its agents in obtaining any required Approvals. Sworn to before me this ♦tl 15 day of �.r�w ly t , 2009 NO R PUBLIC SC Public,State of New Yak No.5055298 Ouall ed in Suffolk County Commission Expires February 5,20-&- RE, NIELSEN, HUBER & COUGHLIN, LLP • ATTORNEYS AT LAW 36 NORTH NEW YORE AVENUE. ' HUNTINGTON, NEW YORE. 11743 TELEPHONE: (631) 425-4100 January 5, 2010 FACSIMILE: (631) 425-4104 Oe GOCNSBL WILLIAM J. NIELSEN BY HAND Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 RE: MetroPCS New York,LLC (Site No.NY7312) Building Permit Application Proposed Public Utility Wireless Telecommunications Facility Premises: 12585 Sound Avenue, Mattituck, NY SCI'M#: 1000-141 — 3 — 38.1 Dear Sir or Madam: On behalf of MetroPCS New York, LLC ("MetroPCS"), submitted herewith is the captioned Application eIs follows: town of Southold Building Permit Application; 2. Property Owner's Authorization; 3. Building Permit Application fee: MetroPCS Check No. 4654 in the amount of W0.00, pursuant to Town Code Section 280-74A(1)(a); 4. Two (2) counterparts of Antenna Site FCC RF Compliance Assessment and Report prepared by Pinnacle Telecom Group and dated October 14, 2009, demonstrating the project's compliance with the Maximum Permissible Exposure regulations pursuant to Code §§ 280-74B(1)(a) and 280-70(J); 5. Two (2) counterparts of Structural Analysis Report prepared by Semaan Engineering Solutions, LLC and dated August 18, 2009, documenting the facility's structural compliance with local, state and federal codes pursuant to Code §280-74B(1)(b); 6. Copy of MetroPCS's FCC License, pursuant to Code §280-74B(1)(c); FAA Determination of No Hazard to Air Navigation,pursuant to Code §280-74B(1)(c); S. National Environmentai Policy Act (NEPA) Screening Report, prepared by EBI Consulting. and dateu October 22, 2009, pursuant to Code §280-74B(1)(c); 9. Crap and Propagation Maps,pursuant to Code §§ 280-74B(1)(d) and (e); 10. Search Ring Map,pursuant to Code §280-74B(1)(e); 11. Affidavit of Radiofrequency Engineer, pursuant to Code §280-74B(1)(e); 12. CD ROM containing digital files of propagation and search ring maps, pursuant to Code §280- 74B(1)(f); 13 Copy of Deed, pursuant to Code §280-74B(1)(g); 14. Copies of the following LicenselLcasc Agreements, pursuant to Code §2S0-7413(1)(g): a. Site license Agreement, between T-Mobile Northeast LLC and MetroPCS New York, LLC, dated September 25, 2009; b. Site Lease with Option, between George L. Penny, Inc. and Omntpoint Facilities MetroPCS New York, LLC 12585 Sound Avenue, Mattituck (Metro Site: 7312) January 5, 2010 Page 2 of 2 Network 2, LLC, dated September 25, 2002. 15. Property survey prepared by Barrett Bonacci &Van Weele, PC, dated June 30, 2007; and 16. Four (4) sets of Construction Drawings with Site Plans and Elevations, prepared by MTM Design Group, Inc. and dated December 21, 2009. The drawings include a compound landscape plan, in accordance with the requirements of Code §§ 280-70M, 280-71A(2)(b)(ii) and 280- 71 A(2)(a)(ii)(3). You will note in reviewing the above, and in furtherance of the recent amendments to Town Code Article XVII addressing the zoning of"Wireless Communications Facilities," MetroPCS has attempted to design its proposal so as to comply with Code § 280-71A, as well as §§ 280-70 and 280-74. Thanking you for your courtesies, we remain Very truly yours, RE, NIELSEN, HU,BEEER & COUGHLIN, LLP By: Coughl JC:mk Enclosures RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORK AVENUE HUNTINGTON, NEW YORK 11743 TELEPHONE: (631) 425-4100 FArSIMILE: (631) 425-4104 OF COUNSEL WILLL J. NIELSEN March 17, 2011 VIA UPS Building Department Town of Southold Annex Building 54375 Route 25 Southold, NY 11971 Attn.: Ms. Connie Bunch RE: MetroPCS New York,LLC (Site No. NY7312) CO Fee Check for Building Permit Number 36233 Public Utility Wireless Telecommunications Facility Premises: 12585 Sound Avenue, Mattituck, NY SCTM#: 1000-141 —3—38.1 Dear Ms. Bunch: On behalf of MetroPCS New York, LLC ("MetroPCS"), and pursuant to your request, we enclose, herewith, MetroPCS New York, LLC check number 6979 payable to Town of Southold in the sum of$50.00, which sum represents the required Certificate of Occupancy.fee. Should you have any questions regarding the foregoing, please advise. Very truly yours, RE, NIkLSEN, HUBER B,;COUGHL , LLP r _ f i By'` �U( Marisa Knoth /mk Enclosure RE, NIELSEN, HUBER & COUGHLIN, LLP ATTORNEYS AT LAW 36 NORTH NEW YORE AvENVE HUNTINGTON, NEW YORE 11743 TELEPHONE: (631) 425-4100 FACSIMILE: (031) 425-4104 OP Co WILa J. NIELSEN March 9, 2011 VIA UPS Building Department fawn of Southold Annex Building 54375 Route 25 Southold, NY 11971 RE: MetroPCS New York, LLC (Site No. NY7312) Building Permit Application Proposed Public Utility Wireless Telecommunications Facility Premises: 12585 Sound Avenue, Mattituck, NY SCTM#: 1000-141 — 3 - 38.1 Dear Sir or Madam: On behalf of MetroPCS New York, LLC ("MetroPCS"), and in furtherance of our telephone conference with your office, we enclose MetroPCS New York, LLC check number 6948 payable to Town of Southold in the sum of$500.00, which sum represents the required Building Permit Application fee. This check is being forwarded to you as a replacement for the previously filed MetroPCS check number 4654 dated September 29, 2009, which has long since expired. We respectfully request that you return check number 4654 to us at your earliest convenience. Once the Building Permit has been issued, kindly call our office so that we may send a representative to pick up the Permit. Thanking you for your courtesies, we remain Very truly yours, RE, NIELSEN, HUBER & COUGHLIN, LLP By: o n f. Coughli 1.IC:ew Friclosure Wk NV 7'� l% , RE, NIELSEN, HUBER & COUGHLIN,LLP ATTORNEYS AT LAW 36 NORTH NEw YoEE AVENUE HUNTINGTON, NEw Yonx 11743 TEmnraoNE: (631) 425-4100 FAosIMILE: (601) 425-4104 OP OOUNHSL WI .LLex J.NIELSEN March 14, 2011 VIA UPS and E-Mail Mr. Richard Mohr MetroPCS New York, LLC 5 Skyline Drive Hawthorne,New York 10532 RE: MetroPCS New York,LLC Site No.: NY 7312 Town of Southold Building Permit No. 36233 Premises: Penny Lumber 12585 Sound Avenue,Mattituck, New York SCTM No.: Section 141,Block 3, Lot 38.1 Dear Rich: With regard to the captioned site, we enclose herewith the Building Permit package, including the stamped approved plans, received from the Town of Southold Building Department today. The Building Permit expires on March 9, 2010. Also enclosed are the following: (1) MetroPCS Check Number 4654 (dated September 29, 2009), which was voided and returned to us by the Town (a replacement check had been filed); and (2) the Town's Application for Certificate of Occupancy, which was included with the Building Permit documents. Once construction is completed, the Town requires that a Certificate of Occupancy be obtained for this permit. A Certificate of Occupancy for the permit is the final step in legalizing the premises. Occupancy without issuance of such Certificates by the Town of Southold is considered illegal. Please advise if you want our office to assist you in obtaining the Certificate. If we do not hear from you in that regard, we will assume that you will be securing the Certificate. In any event, please forward a copy of the Certificate to our office as soon as it is received. Should you have any questions with regard to the foregoing,please do not hesitate to contact the undersigned. Very truly yours, RE, NIELSEN, HUBER& COUGHLIN,LLP By: Joh _ougl in JC:mk L-nclosures Cc via email w/o encls.: Anthony Romanelli Anthony Cillo Victoria Brennan Doug Hall TOWN OF SOUTHOLD COUNTY OF SUFFOLK : STATE OF NEW YORK ------------ ---- - ----------- - --------- ----------- -------- In the Matter of the application of proposal of MetroPCS New York, LLC AFFIDAVIT OF For Approval to collocate public utility wireless telecommunications RADIO FREQUENCY antennas on an existing monopole and install related equipment at the ENGINEER premises("Premises"): 12585 Sound Avenue Mattituck,New York District 1000, Section 141,Block 3,Lot 38.1 [MetroPCS Site No.NY 7312] --------------------------------------------------------------------------------------X STATE OF NEW YORK ) Uje -,Gt-1r SS.: COUNTY OF.SJU4+91 K ) NICHOLAS BALZANO,being duly swom,deposes and says: 1. I am a radio frequency engineer for MetroPCS New York, LLC (hereinafter "MetroPCS"). As a radio frequency engineer, I am trained to identify service deficiencies in MetroPCS wireless telecommunications network and to evaluate the ability of proposed antenna sites to remedy these service deficiencies. MetroPCS is in the process of establishing a wireless telecommunications network in Suffolk County. I am fully familiar with MetroPCS' wireless telecommunications network in Suffolk County. 2. I submit this affidavit in support of MetroPCS' application for approval to install a wireless telecommunications facility at the Premises. Pursuant to this application, MetroPCS requests approval to affix public utility wireless telecommunications antennas to an existing monopole and install related equipment on the ground as depicted in the plans submitted herewith. 3. MetroPCS is considered a public utility for zoning purposes under the laws of the State of New York and is licensed by the Federal Communications Commission to serve the public within Suffolk County and throughout much of the United States. MetroPCS strives to provide reliable service throughout its licensed coverage area. 4. MetroPCS is in the process of establishing a wireless telecommunications network throughout Suffolk County. Presently, MetroPCS does not maintain any facilities within the Town of Southold. The proposed facility will allow MetroPCS to provide reliable coverage in the vicinity of the proposed site. Unreliable service can represent an inconvenience to users of MetroPCS' services and can have serious consequences during times of emergency or disaster. 5. In order to understand why the proposed antenna site is needed, it is necessary to understand how MetroPCS' system works from an engineering standpoint. MetroPCS' wireless telecommunications system is designed so that low powered base stations are strategically located at determined distances apart and at predetermined heights. Due to such factors as hills, valleys, trees, buildings, and other physical obstructions and due to the nature of radio waves, each coverage area or "cell" is irregularly shaped. With sufficient signal strength from each base station, the MetroPCS user can reliably transmit,receive or maintain voice or data connections. The sites are ordinarily engineered to cover a limited area so that an antenna facility will cover only the area surrounding it but will not interfere with other sites in the system. 6. MetroPCS has established design criteria so that its wireless network will provide reliable wireless service to its customers, whether those customers are on the street, in a vehicle, or in a building. Providing reliable service to MetroPCS' customers within vehicles and buildings is critical for MetroPCS to provide the quality of wireless service that customers demand and successfully compete with other wireless providers. 7. To meet customer demands and expectations,MetroPCS strives to provide In-Vehicle (or In-Car)coverage and In-Building coverage. These coverage levels represent the minimum signal strength and reliability of service needed to transmit, receive or maintain a voice or data connection at the mobile handset as the environment changes. 8. MetroPCS has reliable In-Vehicle coverage when a customer can place or receive a call within a vehicle successfully across 95% of a site's coverage area. hi-Vehicle coverage generally results in unreliable in-building coverage. Since the signal level is stronger closer to the antenna site than further away from the antenna site,there will be some coverage within buildings close to the site. 9. MetroPCS has reliable In-Building Residential coverage when a MetroPCS customer can place or receive a call while in a building that is three stories or less in height successfully across 95% of the site's coverage area. This type of coverage will typically provide reliable coverage over the majority of the cell coverage area; however in some areas, and specifically at the outer geographic boundaries of the cell site's coverage area, coverage will be restricted and will likely lead to customers dissatisfaction if customers try to place or receive a call inside a windowless room, cellars or emergency shelters. 10. MetroPCS has reliable In-Building Commercial overage when a MetroPCS customer can place or receive a call while in a building that is greater than three stories in height successfully across 95% of the site's coverage area. In-Building Commercial coverage is targeted for urban residential centers and business districts with high-rise buildings, and suburban business centers. Coverage issues may still occur in hard to serve locations such as within elevators and parking structures. 11. To provide these levels of coverage, MetroPCS has scientifically determined the strength of the wireless signal ("signal strength") necessary to provide these levels of coverage. Because wireless signals are attenuated (i.e. degraded or partially blocked) by obstructions such as trees, automobile windows, automobile sheet metal, and building materials such as wood,brick and metal, a wireless signal must be of sufficient strength in the ambient environment (i.e. outside with no obstructions) to reliably penetrate into automobiles and buildings. 12. Wireless signal strength is measured on a logarithmic power scale referenced to 1 milli- watt of power. Signal strength levels less than 1 milli-watt being negative. The smaller the negative dBm number, the stronger the signal. For example, -75dBm is a stronger signal level than —85dBm. An ambient signal level of —95dBm would provide reliable In-Vehicle coverage on MetroPCS' system. MetroPCS' system requires an ambient signal level of —85dBm to provide reliable In-Building Residential coverage, and an ambient signal level of—75dBm to provide reliable In-Building Commercial coverage. These signal level requirements provide the basis for MetroPCS' design criteria. 13. MetroPCS' design criteria for wireless facilities serving an area are based upon providing 95% reliable signal over a site's coverage area to ensure reliable service for customers. This standard reflects a business judgment that 100% reliability is an unrealistic goal at this time due to financial, technical and environmental constraints. A 95% level of reliability is consistent with the level of service provided by MetroPCS' competitors and is the standard in the industry. Providing service at this level allows MetroPCS to satisfy customers' demands and compete on an equal footing with competitors serving the market. 14. To achieve the 95% reliable design goal, MetroPCS conducts extensive analysis based upon MetroPCS' technology and the area served. 15. In order to eliminate the service deficiency in a particular area, MetroPCS performs signal propagation studies to determine the height and location of the needed cell site. Based on its studies, MetroPCS determined that an antenna facility would have to be established within a narrowly defined search area in order to remedy the service gap in question. In this case, we determined that the installation of the proposed facility will allow MetroPCS to provide reliable service in the vicinity of the Premises. 16. The proposed antennas must be affixed at least as high as those depicted on the plans submitted herewith in order to ensure that reliable service can be afforded to MetroPCS users in the vicinity of the site. The location and height of the antennas is determined by some or all of the following factors: availability of existing structures, willingness of property owners to enter into leases, drive test data, location of existing antenna sites in the area, topography in the surrounding area, land cover features in the area such as buildings and foliage, and the results provided by computer propagation software that enables radio frequency engineers to predict the anticipated signal propagation at a given height and location. 17. In order to illustrate the effect that the proposed site would have on coverage in its vicinity, propagation maps have been prepared demonstrating the different coverage levels summarized above. The maps depict the areas presently enjoying reliable service in the vicinity, and the area to be served by the proposed site. As the maps indicate, the proposed facility is of vital importance to MetroPCS' efforts to provide reliable service to the area in question. Unless this application is granted, MetroPCS will be unable to provide reliable service in the vicinity of the Premises. 18. The antennas proposed will not interfere with radio or television service or public safety telecommunications in the surrounding area. NI OLAS BALZANO Sworn to before me this L day of c e��6� 2009. NOTARY PUBLIC WTAl VKWIMftft Nap Yak No. OILAS027870 COWAson 1 �3 NY7312 Search Ring b :r w I% 25 o Wes , pia y le (D 40:1 St �o LOGO,S Nve ttituek lam" 0% ktogp Long an .300 mi 48 n sty C n G„S, 9 25 9� ;{► F y` a 7 / IN 0 rni 0.2 0.4 0.6 0.8 Copynghl C and(P)1988-20 Mi=sofl Corlpra w anWor its suppliers.AN nglAs resevetl.httP:// .microsoft..mvstreetsl Palions 019 2"InsteMShield Software Corps n.All rights reserved Certain mapping and drechon data 0 2W5 NAWEQ.All rights reserved.The Data for areas of Canada includes information taken wipr permission tram Canadian au8rorilies, inducing,0 Hs" Majesty the Queen in Right of CamAdta,0 Queen's Printer for Ontarie.NAWEQ and NAWEQ ON BOARD are trademarks of NAVfEQ.0 2W5 Tele Atlas North America,Inc.All rights reserved.Tels Ages and Tole Atlas North Amens are trademarks of Tejo Atlas,Inc. �c p �D O� CO (N � N TGT Y7 14 4 4V q�L �09 EY,BEA Sys OAP NORT D N� Ma ck OOQ SRC QQ Long eek k S� Q° a yO �. C NY72+3 LL ; P,� Z 2� . Q�K r ka 00 Down ee �4 Cn �iT',. o s G n s®NY7312 Dee lA OREEK SOUND PAE OG� yO E ON A T B� J es Cee CRESCENT W 's Laft�ak Q° O qi C � yF �Q'P der w f pO g�EiON z o �� Bru51�S Cre 'PO ` �0 Town of Town Boundaries metro's("S. Southold °°°"�`"' • Subject Site Site ID NY7312A MAP 1 12585 Sound Ave 0 Proposed Sites Mattituck, New York Existing Map Scale: 1" = 0.85 mi Coverage Dec. 11 , 2009 Prepared by Nico Balzano �c oy ° 00 N ° Tyr Y7314 • y ��F (ti \ • gO49 \ O Ma �y G LL r 5° • D 1 0 _ • � I � n U p P`I O ✓ 9° �� C NT W s • � f C Z o Bruslts Cre J Town of 1111'OPCS. - Town Boundaries Southold • Subject Site Site ID NY7312A MAP 2 12585 Sound Ave 0 Proposed Sites Mattituck, New York -85 dBm In Building Residential Coverage From Map Scale: 1"=0.85 mi Subject Site Dec. 11 , 2009 Prepared by Nico Balzano /D X ,v 1�7�314 0- > LEY BEA S DR � O q pS -� Ma ck Z Rp cl, Lang OO " O �'O C NY7-3111 LL "'___QQQYYYtttttt ��P m ��s o9 P - We 005 Down ee 110 ` QG o o 0 7312 D I Y, ner U O Pv \ 00 yOS E V A O, / O CRESCENT W ONE J s ree n \ `s LaaftLak Hortoq Cre J� k�� yRpP� 1< �� gFt°NOFt w z �s O0 11 C re O Y"m goy ,-�� Town of metro Town Boundaries Southold • Subject Site Site ID NY7312A 12585 Sound Ave Proposed Sites MAP 3 Mattituck, New York -75 dBm In Building Commercial Coverage From Map Scale: 1" =0.85 mi Subject Site Dec. 11 , 2009 Prepared by Nico Balzano '4Oc 4 sr , T o , Ma ck • 1 L � � 1�3 c—f LL 1 C r'r � ' I Town of metro�'q, Town Boundaries Southold • Subject Site Site ID NY7312A 12585 Sound Ave 0 Proposed Sites MAP 4 Mattituck, New York -95 dBm In Vehicle Coverage From Map Scale: 1"=0.85 mi Subject Site Dec. 11 , 2009 Prepared by Nico Balzano Federal Communications Commission 1 • 1, T.-W � page1of2Wireless Telecommunications Bureau 93 ' Radio Station Authorization LICENSEE NAME: met-aPCS AWS. LLC FCC Registration Number (FRN) MARK A. STACHIW 0015005598 METROPCS AWS, LLC 8144 WALNUT HILL LANE, SUITE 800 DALLAS Tx 75231 Call Sign File Number WOGA731 0002773870 Radio Service AW - AWS, 1710-1755/2110-2155 MHz bands Grant Date Effective Date Expiration Date Print Date T 11-29-2006 1i-29-2006 11-29.-2021 11-30-2006 L Market Number Channel Block ' Sub-Market Designator REA001 I D 0 Market Name: Northeast 1 st Build-out Date 2nd.Build-out Date 3rd Build-out Date 4th Build-out Date SPECIAL CONDITIONS OR WAIVERS/CONDITIONS fhi5 authorization is conditioned upon the licensee, prior to initiating operations from any base or fixed station. making reasonable efforts to coord1 na to frequency usage with known co-channel and adjacent channel incumbent federal users operating in the 1710-1755 MHz band whose facilities could. be affected by the proposed operations. See, e.g. , FCC and NTIA Coordination Procedures in the 1710-17E5 MHz Banc, Public Notice, FCC 06-50, WTBDocket No- 02-353. rel . April 20, 2006. AWS operations must not cause harmful interference across the Canadian or Mexican Border. The ( "Special Conditions or Waivers/Conditions" continued on next page . . ) Conditions: Pursuantto Section 309(h) of the Communications Act of 1934, as amended, 47 U.S.C- Section 309(h), this license is.subject to the following conditions:This license shall not vest in the licensee any right to operate the station nor any right in the use of the frequencies designated in the license beyond the term thereof nor in any other manner than authorized herein. Neither the iiicense nor the tight granted thereunder shall be assigned or otherwise transferred in violation of the Communications Act of 1934, as amended. See 47 U.S.C. Section 310(d). This license is subject in terms to the right of use or control conferred by tion 706 of the Communications Act of 1434 as amended. See 47 U.S.C. Section 606. To view the geographic areas associated with the license, go to the Universal Licensing System(ULS) homepage at http:/;wireless.fcc.gov/uls and select"License Search". Follow the instructions on how to search for license information. Page 2 of 2 Licensee Name: MetnOPC5 AWS, LLC Call Sign File Number Print Date WQGA731 0002773870 il-30-2006 Special Conditions or Waivers/Conditions au'hority 7rarYted herein is subject to future international agreements with Canada or Mexico, as applicable. FCC 601 -MB / t Federal Aviation Administration Aeronautical Study No. Air Traffic Airspace Branch, ASW-520 2009-AEA-3436-OE 2601 Meacham Blvd. Prior Study No. Fort Worth, TX 76137-0520 2004-AEA-2139-OE Issued Date: I I/17/2009 Marc Harris HPC Development, LLC 52 Garden Ave. Wharton, NJ 07885 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Antenna - Side Mount NY7312 Location: Mattituck, NY Latitude: 40-59-27.84N NAD 83 Longitude: 72-32-17.94 W Heights: 102 feet above ground level (AGL) 114 feet above mean sea level(AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Based on this evaluation, marking and lighting are not necessary for aviation safety. However, if marking and/or lighting are accomplished on a voluntary basis, we recommend it be installed and maintained in accordance with FAA Advisory circular 70/7460-1 K Change 2. This determination is based, in part, on the foregoing description which includes specific coordinates , heights, frequency(ies) and power . Any changes in coordinates , heights, and frequencies or use of greater power will void this determination. Any future construction or alteration , including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their licensing authority. Page 1 of 3 If.we can be of further assistance, please contact our office at(718) 553-4542. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2009-AEA-3436-OE. Signature Control No: 663540-120258071 (DNE) Katie Venticinque Specialist Attachment(s) Frequency Data cc: FCC Page 2 of 3 Frequency Data for ASN 2009-AEA-3436-OE LOW HIGH FREQUENCY ERP FREQUENCY FREQUENCY UNIT ERP UNIT 806 824 MHz 500 W 824 849 MHz 500 W 851 866 MHz 500 W 869 894 MHz 500 W 896 901 MHz 500 W 901 902 MHz 7 W 930 931 MHz 3500 W 931 932 MHz 3500 W 932 932.5 MHz 17 dBW 935 940 MHz 1000 W 940 941 MHz 3500 W 1850 1910 MHz 1640 W 1930 1990 MHz 1640 W 2305 2310 MHz 2000 W 2345 2360 MHz 2000 W 1730 1740 MHz 61 dBm 2130 2140 MHz 61 dBm Page 3 of 3 b GOSEM4AW &XWM, LW Structural Analysis Report Prepared for: T-lVlobile USA 12920 SE 38th Street Bellevue, WA 98006 ATTN: Ms. Danielle Edson Structure : 100 ft PennSummit Flagpole Proposed Carrier : Metro PCS Site ID : L113411B Site Location : Mattituck, NY County : Suffolk Date : August11, 2009 Usage : 50.1% (pole shaft); 85.0% (anchor bolts) -ggate.'.. ✓,r G is Semaan Engineering Solutions, LLC 1079 N. 205'" Street Elkhorn, NE 68022 4 _ Phone: 402-289-1888 V _A � August 11, 2009 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 100 ft PennSummit Flagpole located at Mattituck, NY, Suffolk County (site 4LI1341IB). The tower was originally designed and manufactured by PennSummh (Drawing #Job #29204-0050 dated February 24, 2004). The pole is an 80 ft steel monopole with a 20 ft top mounted concealment cylinder. Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non-corroded condition. The analysis was performed in conformance with TIA/EIA-222 Rev F and the New York State Building Code for a basic wind speed of 100 mph and 1/2" radial ice with reduced wind speed (fastest mile). This wind speed is equivalent to a 120 mph 3-second gust per the IBC 2003. This is in conformance with the IBC 2003: Section 1609.1.1, Exception (5) and Section 3108.4. Basic Wind Speed: 100.0 mph Radial Ice: 86.6 mph w/0.50"ice Code: TIA/EIA-222 Rev F Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev.(ff) Qty Antennas Mount Coax(in) Carrier 95.0 3 S20045AI LNA Mounted Inside Concealment (3 RR65-19-XXDP Cylinder 9) 15/8 85.0 3 S20045AI LNA Mounted Inside 9 1 5/8 T-Mobile 3 RR65-19-XXDP Concealment Cylinder Proposed Antennas Elev. Antennas Mount Coax(in) Carrier 3 ET200VS12UB 75.0 W 3 800 10504 Flush Mounted to Pole (6)7/8 Metro PCS All transmission lines are assumed running inside of pole shaft. All new access holes shall be reinforced with welded rims that are compatible with the pole and to be sized and supplied by pole manufacturer. August 11, 2009 Page 2 Results The existing monopole is structurally capable of supporting the existing and proposed antennas. The maximum structure usage is: 50.1%(pole shaft); 85.0% (anchor bolts). Pole Reactions Original Design Current Analysis % Of Design Reactions Reactions Moment ft-ki s 750.00 596.56 79.5 Shear(kips) 13.00 10.12 77.8 The analysis reactions are less than the design reactions therefore no foundation modifications are required. Conclusion Based on the analysis results, the existing structure meets the requirements per the TIA/EIA-222 Rev F standards for a basic wind speed of 100 mph and 1/2"radial ice with reduced wind speed. If you have any questions or require additional information, please call 402-289-1888. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of Semaan Engineering Solutions, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to Semaan Engineering Solutions and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un-corroded condition and have not deteriorated; and we, therefore, assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSUEIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. Semaan Engineering Solutions is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. SEMAAN ENGINEERING SOLUTIONS, LLC Job Information 1079 North 205th Street Pole: LI13411 B Code: TIAJEIA-222 Rev F Omaha,Nebraska 68022 Description: Phone: 402-289-1888 Fax: 402-289-1861 Client: T-Mobile USA-WA Location: Mattituck,NY Shape: 18 Sides Base Elev(ft): 0.00 Height: 100.00 (ft) Taper: 0.149969(in/ft) 95'-0" Sections Properties 20'0" Diameter(in) Overlap Steel 3116"Thick Shaft Length Accross Flats Thick Joint Length Taper Grade (65 KSI) Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi) 85'-0" 1 45.000 31.44 38.19 0.250 0.000 0.149969 65 2 39.250 26.63 32.51 0.219 Slip Joint 51.000 0.149969 65 3 20.000 26.63 26.63 0.188 Butt Joint 0.000 0.000000 65 80_0" Discrete Appurtenance 75'-0" Attach Force Elev (ft) Elev (ft) Qty Description 95.000 95.000 3 S20045A1 LNA 95.000 95.000 3 RR65-19-XXDP 94.000 94.000 1 12'X18'Flag 85.000 85.000 3 S20045A1 LNA 85.000 85.000 3 RR65-19-XXDP 75.000 75.000 1 Tri-Antenna Mount 39'-3" 75.000 75.000 3 ETW20OVS12UB 7/32"Thick 75.000 75.000 3 800 10504 (65 KSI) Linear Appurtenance Elev(ft) Exposed 100'-0" From To Description To Wind 0.000 75.000 7/8 Coax No 45,0" 0.000 85.000 1 518" Coax No 0.000 95.000 1 5/8" Coax No 51" Load Cases 40'-9" No Ice 100.00 mph Wind with No Ice Ice 86.60 mph Wind with Ice Reactions Moment Shear Axial Load Case (Kip-ft) (Kips) (Kips) 45'-0" No Ice 596.56 10.12 10.43 1/4"Thick Ice 472.71 7.96 12.90 (65 KSI) 0'0" Load Case : No Ice Max Stress 50.1%at O.Oft 100.000 r 52 94.000 52 13 90.000 52 85.000 --- -- --t}- 52 80.000 52 75.000 52 70.000 52 55.000 ---p- � 52 60.000 -- [} 52 x 55.000 -- -- � � 52 0 A 50.000 — a 52 45.000 �� 52 40.000 — 52 35.000 30.000 52 25.000 20.000 r� 52 15.000 52 10.000 52 5.000 --{} 52 0.000 2.87 7.87 12.87 17.87 22.87 27.87 32.87 37.87 42.87 47.87 51 7 Stresses Iksil Pole: LI13411 B Cade: TIAIEL4-222 Rev F Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 8111/2009 9:39:03 AA Height: 100.0 (ft) Page: 1 Shape : 18 Sides Base Dia : 38.19 (in) Top Dia: 26.63 (in) Base Elev: 0.000 (ft) X Taper: 0.149969 ((nflt) Shaft Section Properties Slip Bottom Top Sect Lenath Thick Pv Joint Joint Weight Dia Elev Area Ix Wit Dit Dia Elev Area Ix Wlt DR Taoer Num (ft) (in) (ksi) Type Len(in) (lb) (in) (ft) (sgin) (inA4) Ratio Ratio (in) (ft) (sgin) (inA4) Ratio Ratio (inlft) 1 45.000 0.2500 65 0.00 4,200 38.19 0.000 30.10 5474.8 25.52 152.7 31.44 45.00 24.75 3042.1 20.77 125.76 0.14997 2 39.250 0.2188 65 Slip Joint 51.00 2,722 32.51 40.75 22.42 2955.2 24.80 148.6 26.63 80.00 18.34 1616.0 20.05 121.74 0.14997 3 20.000 0.1875 65 Butt Joint 0.00 1,071 26.63 80.00 15.74 1390.1 23.63 142.0 26.63 100.015.74 1390.1 23.63142.03 0.00000 Shaft Weight 7,993 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elav Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (lb) (sf) Factor (lb) (sf) Factor (ft) (ft) 95.00 S2004SAl LNA 3 9.92 0.000 1.00 15.03 0.000 1.00 0.000 0.000 95.00 RR65-19-XXDP 3 23.00 0.000 1.00 52.00 0.000 1.00 0.000 0.000 94.00 12'X18'Flaq 1 75.00 18.400 1.00 160.00 18.400 1.00 0.000 0.000 85.00 S20045A1 LNA 3 9.92 0.000 1.00 15.03 0.000 1.00 0.000 0.000 85.00 RR65-19-XXDP 3 23.00 0.000 1.00 52.00 0.000 1.00 0.000 0.000 76.00 Tri-Antenna Mount 1 260.00 5.000 1.00 426.00 7.500 1.00 0.000 0.000 75.00 ETW20OVS12UB 3 11.00 0.470 0.69 14.50 0.620 0.69 0.000 0.000 76.00 800 10504 3 17.60 3.351 0.72 36.63 3.872 0.72 0.000 0.000 Totals 20 608.32 1127.67 Numberof Loadings : 8 Linear Appurtenance Properties Elev Elev No Ice Ice From To Weight CaAa Weight CaAa Exposed (ft) (ft) Description (lb/ft) (sflft) (lb/ft) (sftft) To Wind 0.00 96.00 (9)1 6/8" Coax 9.00 0.00 9.00 0.00 N 0.00 85.00 (9)1 5/8" Coax 9.00 0.00 9.00 0.00 N 0.00 75.00 (6)7f8 Coax 3.00 0.00 3.00 0.00 N Total Weight 1,845.00(lb) 1,845.00(lb) Pole: LI13411 B Code: TIA/EIA-222 Rev F CavYright Semsan Engineering Solutions,Inc Location : Mattituck,NY Y 8/11/2009 9:39:03 AA Height: 100.0 (ft) Page: 2 Shape : 18 Sides Base Dia : 38.19 (in) Top Dia: 26.63 (in) X Taper: 0.149969 (in/ft) BaseElev: 0.000 (ft) Segment Properties (Max Len : 5ft) Sea Top Flat Elev Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (inA2) (inA4) Ratio Ratio (ksi) (ksi) (Ib) 0.00 0.2600 38.190 30.104 5,474.8 25.52 162.76 65 51 0.0 6.00 0.2500 37.440 29.509 5,156.6 25.00 149.76 65 52 507.1 10.00 0.2600 36.690 28.914 4,850.9 24.47 146.76 65 52 497.0 15.00 0.2500 35.940 28.319 4.557.6 23.94 143.76 65 52 486.9 20.00 0.2600 35.190 27.724 4,276.3 23.41 140.76 65 52 476.8 26.00 0.2600 34.441 27.129 4.006.9 22.88 137.76 65 52 466.6 30.00 0.2500 33.691 26.634 3,749.0 22.35 134.76 65 52 456.5 36.00 0.2500 32.941 26.939 3.602.4 21.82 131.76 65 52 446.4 40.00 0.2500 32.191 25.344 3.266.9 21.29 128.76 65 52 436.3 40.75 Bot-Section 2 0.2500 32.079 26.255 3.232.6 21.21 128.31 65 52 64.6 45.00 Top-Section 1 0.2188 31.879 21.981 2,783.7 24.29 146.73 65 52 682.7 50.00 0.2188 31.129 21.460 2,690.6 23.68 142.30 65 52 369.6 56.00 0.2188 30.379 20.940 2,406.6 23.08 138.88 65 52 360.7 60.00 0.2188 29.629 20.419 2.231.5 22.47 135.45 65 52 351.8 65.00 0.2188 28.879 19.899 2,066.1 21.87 132.02 65 52 343.0 70.00 0.2188 28.129 19.378 1,907.2 21.26 128.59 65 52 334.1 75.00 0.2188 27.380 18.857 1.757.6 20.66 125.16 65 52 326.3 80.00 Top-Section 2 0.2188 26.630 18.337 1 A16.0 20.05 121.74 65 52 316.4 80.00 Bot-Section 3 0.1876 26.630 15.736 1,390.1 23.63 142.03 65 52 85.00 0.1875 26.630 15.736 1,390.1 23.63 142.03 65 52 267.7 90.00 0.1876 26.630 15.736 1.390.1 23.63 142.03 65 62 267.7 94.00 0.1876 26.630 16.736 1.390.1 23.63 142.03 65 52 214.2 95.00 0.1875 26.630 15.736 1.390.1 23.63 142.03 65 52 53.5 100.0 OA975 26 630 15 736 1.390.1 23.93 14203 65 52 2677 7,992.6 Pole: LI13411 B Code: TIAIEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 8111/2009 9:39:03 AA Height: 100.0 (ft) Page: 3 Shape: 18 Sides Base Dia: 38.19 (in) Top Dia : 26.63 (in) X Taper: 0.149969 (in/ft) Base Elev: 0.000 (ft) Load Case: No Ice 100.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev oz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (in) Iftl (sf) (sf) (lb) (Ib) (Ib) 0.00 0.00 1.00 25.600 43.26 318.24 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 6.00 0.00 1.00 26.600 43.26 312.00 0.650 0.00 5.00 16.766 10.24 443.1 0.0 507.1 10.00 0.00 1.00 25.600 43.26 306.76 0.650 0.00 6.00 15.444 10.04 434.3 0.0 497.0 16.00 0.00 1.00 26.600 43.26 299.60 0.660 0.00 5.00 15.131 9.84 425.5 0.0 486.9 20.00 0.00 1.00 25.600 43.26 293.25 0.650 0.00 6.00 14.819 9.63 416.7 0.0 476.8 25.00 0.00 1.00 26.600 43.26 287.00 0.650 0.00 6.00 14.506 9.43 407.9 0.0 466.6 30.00 0.00 1.00 25.600 43.26 280.75 0.650 0.00 6.00 14.194 9.23 399.2 0.0 466.6 36.00 0.00 1.01 26.034 43.99 276.82 0.650 0.00 6.00 13.882 9.02 397.0 0.0 446.4 40.00 0.00 1.05 27.046 45.70 276.73 0.650 0.00 5.00 13.569 8.82 403.1 0.0 436.3 40.75 Bot-Section 2 0.00 1.06 27.190 46.95 276.50 0.650 0.00 0.75 2.008 1.31 60.0 0.0 64.6 46.00 Top-Section 1 0.00 1.09 27.972 47.27 273.88 0.650 0.00 4.25 11.403 7.41 350.4 0.0 682.7 50.00 0.00 1.12 28.827 48.71 276.27 0.650 0.00 5.00 13.127 8.53 416.7 0.0 369.6 55.00 0.00 1.15 29.623 50.06 272.32 0.660 0.00 6.00 12.814 8.33 417.0 0.0 360.7 60.00 0.00 1.18 30.368 61.32 268.92 0.660 0.00 5.00 12.602 8.13 417.1 0.0 351.8 66.00 0.00 1.21 31.071 52.51 266.13 0.650 0.00 5.00 12.189 7.92 416.0 0.0 343.0 MAO 0-00 12431736 53.63 260.99 0.650 0.00 5.00 11.977 7.72 414.0 0.0 334.1 75.00 Appertunance(s) 0.00 1.26 32.368 54.70 256.55 0.660 0.00 6.00 11.564 7.62 411.2 0.0 325.3 80.00 Top-Section 2 0.00 1.28 32.970 55.71 261.84 0.660 0.00 6.00 11.252 7.31 407.5 0.0 316.4 85.00 Appertunance(s) 0.00 1.31 33.546 56.69 264.03 0.660 0.00 6.00 11.096 7.21 408.9 0.0 267.7 90.00 0.00 1.33 34.098 57.62 256.11 0.660 0.00 5.00 11.096 7.21 415.6 0.0 267.7 94.00 Appertunance(s) 0.00 1.34 34.525 68.34 257.71 0.650 0.00 4.00 8.877 5.77 336.6 0.0 214.2 95.00 Appertunance(s) 0.00 1.35 34.629 58.52 258.10 0.650 0.00 1.00 2.219 1.44 84.4 0.0 63.6 100.0 0.00 1.37 36.140 59.38 269.99 0.650 0.00 5.00 11.096 7.21 428.3 0.0 267.7 Totals: 100.00 8,309.6 0.0 7,992.6 Pole: LI13411 B Code: TIAIEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 811112009 9:39:03 AA Height: 100.0 (ft) Page: 4 Shape: 18 Sides Base Die : 38.19 (in) Top Die : 26.63 (in) X Taper: 0.149969 (infft) BaseElev: 0.000 (ft) Load Case: No Ice 100.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa GaAs Ecc Ecc FX Y z Load (ft) Description gtY (psf) (psf) Factor (sf) (ft) (ft) (lb) (lb-ft) (Ib-ft) (lb) 75.00 Tri-Antenna Mount 1 32.368 54.701 1.00 5.00 0.000 0.000 273.51 0.00 0.00 250.00 75.00 ETW20OVS12UB 3 32.368 54.701 0.69 0.97 0.000 0.000 53.22 0.00 0.00 33.00 75.00 800 10504 3 32.368 54.701 0.72 7.24 0,000 0.000 395.94 0.00 0.00 62.80 85.00 S20045A1 LNA 3 33.546 56.693 1.00 0.00 0.000 0.000 0.00 0.00 0.00 29.76 86.00 RR65-19-XXDP 3 33.546 56.693 1.00 0.00 0,000 0.000 0.00 0.00 0.00 69.00 94.00 12'X18'Flaq 1 34.526 58.347 1.00 18.40 0.000 0.000 1.073.67 0.00 0.00 75.00 95.00 S20045A1 LNA 3 34.629 58.623 1.00 0.00 0.000 0.000 0.00 0.00 0.00 29.76 95.00 RR65-19-XXDP 3 34.629 58.523 1.00 0.00 0.000 0.000 0.00 0.00 0.00 69.00 1,796.23 608.32 Pole: LI13411 B Code: TIA/EU1-222 Rev F copyrightsemaan Engineering Solutions,Inc Location: Mattituck,NY Y 8111/2009 9:39:03 AA Height: 100.0 (ft) Page: 5 Shape: 18 Sides Base Dia : 38.19 (in) Top Dia: 26.63 (in) B Taper: 0.149969 (in/ft) ase Elev: 0.000 (ft) x Load Case: No Ice 100.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ A (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 443.09 612.13 0.00 0.00 10.00 434.30 602.00 0.00 0.00 15.00 426.62 691.88 0.00 0.00 20.00 416.73 681.76 0.00 0.00 25.00 407.94 571.64 0.00 0.00 30.00 399.16 661.51 0.00 0.00 35.00 396.99 551.39 0.00 0.00 40.00 403.16 641.27 0.00 0.00 40.75 69.99 80.32 0.00 0.00 45.00 360.39 771.91 0.00 0.00 50.00 416.67 474.66 0.00 0.00 55.00 416.98 465.70 0.00 0.00 60.00 417.05 456.84 0.00 0.00 65.00 416.04 447.98 0.00 0.00 70.00 414.05 439.13 0.00 0.00 75.00 1,133.84 766.07 0.00 0.00 80.00 407.62 406.41 0.00 0.00 86.00 408.88 466.49 0.00 0.00 90.00 415.61 312.73 0.00 0.00 94.00 1,410.22 326.18 0.00 0.00 95.00 84.42 161.31 0.00 0.00 100.0 428.32 267.73 0.00 0.00 Totals: 10,105.86 10,446.92 0.00 0.00 Pole: L113411B Code: TIA/EIA-222 Rev F Copyrightsemaan Engineering Solutions,Inc Location : Mattituck,NY Y 8/1112009 9:39:03 All Height: 100.0 (ft) Page: 6 Shape: 18 Sides Base Dia : 38.19 (in) Top Die : 26.63 (in) X Taper: 0.149969 (in/ft) BaseElev: 0.000 (ft) Load Case: No Ice 100.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev, FX(-) FY(-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (in) (in) (in) (deg) 0.00 -10.120 -10.432 0.000 0.000 0.000 -596.662 0.000 0.000 0.000 0.000 6.00 -9.701 .9.796 0.000 0.000 0.000 -545.966 -0.080 0.000 0.080 -0.148 10.00 -9.287 -9.173 0.000 0.000 0.000 -497.462 -0.314 0.000 0.314 -0.292 15.00 -8.878 -8.563 0.000 0.000 0.000 -451.029 .0.695 0.000 0.695 -0.431 20.00 -8.474 -7.966 0.000 0.000 0.000 -406.640 -1.219 0.000 1.219 -0.665 25.00 -8.076 -7.380 0.000 0.000 0.000 -364.269 -1.881 0.000 1.881 .0.693 30.00 -7.684 -6.808 0.000 0.000 0.000 -323.888 -2.674 0.000 2.674 -0.816 35.00 -7.291 -6.249 0.000 0.000 0.000 -286.469 -3.591 0.000 3.691 -0.931 40.00 -6.884 .6.707 0.000 0.000 0.000 -249.016 -4.625 0.000 4.625 -1.040 40.76 -6.828 -6.622 0.000 0.000 0.000 -243.852 -4.790 0.000 4.790 -1.066 45.00 -6.470 -4.847 0.000 0.000 0.000 -214.833 -5.770 0.000 5.770 -1.142 60.00 -6.052 -4.371 0.000 0.000 0.000 -182.481 -7.016 0.000 7,016 -1.235 55.00 -6.631 -3.906 0.000 0.000 0.000 -152.221 -8.360 0.000 8.360 -1.326 60.00 -5.207 .3.453 0.000 0.000 0.000 -124.068 -9.794 0.000 9.794 -1.408 65.00 -4.794 .3.010 0.00n 0-000 0.000 .98.030 .11.308 0.000 111.308 .1.479 70.00 -4.361 .2.578 0.000 0.000 0.000 -74.112 -12.890 0.000 12.890 -1.538 75.00 -3.208 -1.841 0.000 0.000 0.000 -52.309 -14.527 0.000 14.627 -1.585 80.00 -2.790 -1.444 0.000 0.000 0.000 -36.271 -16.208 0.000 16.208 -1.621 86.00 -2.368 -0.999 0.000 0.000 0.000 -22.322 -17.921 0.000 17.921 -1.647 90.00 -1.944 -0.698 0.000 0.000 0.000 -10.481 -19.666 0.000 19.656 -1.664 94.00 -0.525 -0.414 0.000 0.000 0.000 -2.705 -21.062 0.000 21.052 -1.669 95.00 -0.436 -0.255 0.000 0.000 0.000 -2.180 -21.402 0.000 21.402 -1.670 100.0 -0.428 0.000 0.000 0.000 0.000 0.000 -23.151 0.000 23.161 -1.671 Pole: L113411B Code: TIAIEIA-222 Rev Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 8/1112009 9:39:03 AA Height: 100.0 (ft) Page: 7 Shape: 18 Sides Base Dia: 38.19 (in) Top Dist : 26.63 (in) X Taper: 0.149969 (in/ft) Base Elev: 0.000 (ft) Load Case: No lee 100.00 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Seg Applied Stresses Allowable Elev Axial(Y) Shear(X) Shear(Z) Torsion Bending(X) Bending(Z) Combined Stress(Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.35 0.68 0.00 0.00 0.00 25.35 26.73 51.4 0.0 0.501 5.00 0.33 0.66 0.00 0.00 0.00 24.15 24.61 61.8 0.0 0.473 10.00 0.32 0.66 0.00 0.00 0.00 22.92 23.27 62.0 0.0 0.448 ' 15.00 0.30 0.63 0.00 0.00 0.00 21.67 22.00 62.0 0.0 0.423 20.00 0.29 0.62 0.00 0.00 0.00 20.39 20.70 62.0 0.0 0.398 j 26.00 0.27 0.60 0.00 0.00 0.00 19.08 19.38 52.0 0.0 0.373 30.00 0.26 0.68 0.00 0.00 0.00 17.73 18.02 52.0 0.0 0.347 36.00 0.24 0.57 0.00 0.00 0.00 16.36 16.63 52.0 0.0 0.320 40.00 0.23 0.56 0.00 0.00 0.00 14.96 15.20 52.0 0.0 0.293 40.75 0.22 0.54 0.00 0.00 0.00 14.74 15.00 52.0 0.0 0.289 45.00 0.22 0.59 0.00 0.00 0.00 14.99 15.24 52.0 0.0 0.293 50.00 0.20 0.57 0.00 0.00 0.00 13.36 13.60 62.0 0.0 0.262 55.00 0.19 0.54 0.00 0.00 0.00 11.71 11.93 52.0 0.0 0.230 60.00 0.17 0.61 0.00 0.00 0.00 10.04 10.24 62.0 0.0 0.197 65.00 0.15 0.48 0.00 0.00 0.00 8.36 8.54 52.0 0.0 0.164 70.00 0.13 0.45 0.00 0.00 0.00 6.66 6.84 52.0 0.0 0.132 75.00 0.10 0.34 0.00 0.00 0.00 4.96 5.10 52.0 0.0 0.098 80.00 0.08 0.31 0.00 0.00 0.00 3.64 3.76 62.0 0.0 0.072 80.00 0.09 0.36 0.00 0.00 0.00 4.23 4.37 52.0 0.0 0.084 85.00 0.06 0.30 0.00 0.00 0.00 2.61 2.72 52.0 0.0 0.052 90.00 0.04 0.25 0.00 0.00 0.00 1.22 1.34 52.0 0.0 0.026 94.00 0.03 0.07 0.00 0.00 0.00 0.32 0.36 62.0 0.0 0.007 96.00 0.02 0.06 0.00 0.00 0.00 0.25 0.29 52.0 0.0 0.006 100.00 0.00 0.05 0.00 0.00 0.00 0.00 0.10 52.0 0.0 0.002 4 Pole: L113411B Code: TUUEIA-222 Rev Copyright Semaan Engineering Solutions,Inc Location: Mattituck,NY Y 8/11/2009 9:39:03 M Height: 100.0 (ft) Page: 8 Shape: 18 Sides Base Dia : 38.19 (in) Top Dia: 26.63 (in) X Taper: 0.149969 (in/ft) Base Elev: 0.000 (ft) Load Case: Ice 86.60 mph Wind with Ice 20 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Shaft Segment Forces Seg Top Ice Wind Dead Tot Dead Elev 0z OzGh C Thick Tributary As CfAa Force X Load Ice Load (ft) Description Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 0.00 1.00 19.199 32.44 275.60 0.650 0.60 0.00 0.000 0.00 0.0 0.0 0.0 5.00 0.00 1.00 19.199 32.44 270.19 0.660 0.60 5.00 16.173 10.61 341.1 117.1 624.2 10.00 0.00 1.00 19,199 32.44 264.78 0.650 0.50 5.00 15.860 10.31 334.6 114.8 611.8 16.00 0.00 1.00 19.199 32.44 259.36 0.650 0.50 5.00 15.548 10.11 327.9 112.4 599.3 20.00 0.00 1.00 19.199 32.44 263.96 0.660 0.50 6.00 16.236 9.90 321.3 110.1 686.9 25.00 0.00 1.0019.199 32.44 248.54 0.650 0.50 6.00 14.923 9.70 314.7 107.8 574.6 30.00 0.00 1.0019.199 32.44 243.13 0.650 0.50 5.00 14.611 9.60 308.1 106.5 662.0 35.00 0.00 1.01 19.624 32.99 239.73 0.650 0.50 5.00 14.298 9.29 306.7 103.2 649.6 40.00 0.00 1.05 20.284 34.27 238.78 0.650 0.50 5.00 13.986 9.09 311.6 100.9 537.1 40.75 Bot-Section 2 0.00 1.06 20.392 34.46 238.58 0.650 0.50 0.76 2.071 1.36 46.4 15.1 79.6 45.00 Top-Section 1 0.00 1.09 20.978 35.46 237.18 0.660 0.60 4.26 11.757 7.64 270.9 84.9 767.6 50.00 0.00 1.12 21.619 36.53 238.38 0.660 0.60 6.00 13.543 8.80 321.6 97.6 467.2 65.00 0.00 1.15 22.216 37.64 236.83 0.660 0.50 6.00 13.231 8.60 322.9 95.3 466.0 60.00 0.00 1.18 22.775 38.49 232.88 0.660 0.60 5.00 12.918 8.40 323.2 93.0 444.8 65.00 0.00 1.21 23.302 39.38 229.60 0.660 0.50 5.00 12.806 8.19 322.7 90.7 433.6 70.00 0.00 1.24 23.900 40.22 226.02 0.650 0.50 5.00 12.293 7.99 321.4 66.3 422.5 76.00 Appertunance(s) 0.00 1.26 24.274 41.02 222.17 0.650 0.60 6.00 11.981 7.79 319.5 86.0 411.3 80.00 Top-Section 2 0.00 1.28 24.726 41.78 218.09 0.660 0.50 5.00 11.669 7.58 316.9 83.7 400.1 86.00 Appertunance(s) 0.00 1.31 25.168 42.51 219.99 0.650 0.60 6.00 11.512 7.48 318.2 83.7 351.4 90.00 0.00 1.33 25.672 43.21 221.79 0.650 0.50 5.00 11.612 7.48 323.4 83.7 351.4 94.00 Appertunance(s) 0.00 1.34 25.892 43.76 223.17 0.660 0.60 4.00 9.210 5.99 262.0 67.0 281.2 96.00 Appertunance(s) 0.00 1.35 26.970 43.89 223.51 0.660 0.60 1.00 2.302 1.50 65.7 16.7 70.3 100.0 0.00 1.37 26.354 44.53 226.15 0.650 0.50 6.00 11.512 7.48 333.3 83.7 351.4 Totals: 100.00 6,434.0 1,941.2 9,933.8 Pole: LI13411 B Code: TIA/EIA-222 Rev F Copy right Semaan Engineering Solutions,Inc Location: Mattituck,NY Y 8/11/2009 9:39:03 AA Height: 100.0 (ft) Page: 9 Shape: 18 Sides Base Dia: 38.19 (in) Top Dia: 26.63 (in) X Taper: 0.149969 (in/ft) BaseElev: 0.000 (ft) Load Case: Ice 86.60 mph Wind with Ice 20 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Discrete Appurtenance Segment Forces Total Horiz Vert Wind Mom Mom Dead Elev qz gzGh CaAa CaAa Ecc Ecc FX Y z Load (ft) Description Qty (psf) (psf) Factor (sf) (ft) (ft) (Ib) (lb-ft) (lb-ft) (Ib) 75.00 Tri-Antenna Mount 1 24.274 41.023 1.00 7.50 0.000 0.000 307.68 0.00 0.00 426.00 75.00 ETW20OVS12UB 3 24.274 41.023 0.69 1.28 0.000 0.000 52.65 0.00 0.00 43.60 75.00 800 10504 3 24.274 41.023 0.72 8.36 0.000 0.000 343.10 0.00 0.00 106.89 85.00 S2004SA1 LNA 3 25.158 42.517 1.00 0.00 0.000 0.000 0.00 0.00 0.00 46.09 85.00 RR65-19-XXDP 3 26.158 42.517 1.00 0.00 0.000 0.000 0.00 0.00 0.00 156.00 94.00 12'X18'Flap 1 25.892 43.757 1.00 18.40 0.000 0.000 805.13 0.00 0.00 150.00 96.00 S20046A1 LNA 3 26.970 43.890 1.00 0.00 0.000 0.000 0.00 0.00 0.00 45.09 96.00 RR65-19-XXDP 3 25.970 43.890 1.00 0.00 0.000 0.000 0.00 0.00 0.00 156.00 1,508.65 1,127.57 Pole: LI13411 B Code: TIA/EIA-222 Rev F Copyright Semasn Engineering Solutions,Inc Location : Mattituck,NY Y 6/11/2009 9:39:03 AA Height: 100.0 (ft) Page: 10 Shape: 18 Sides Base Dia : 38.19 (in) Top Dia: 26.63 (in) Taper: 0.149969 (in/ft) Base Elev: 0.000 (ft) X Load Case: Ice 86.60 mph Wind with Ice 20 Iterations Gust Response Factor: 1.69 , Dead Load Factor: 1.00 Wind Load Factor: 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (lb) (lb) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 341.08 729.20 0.00 0.00 10.00 334.50 716.76 0.00 0.00 16.00 327.91 704.33 0.00 0.00 20.00 321.32 691.89 0.00 0.00 25.00 314.73 679.45 0.00 0.00 30.00 308.14 667.02 0.00 0.00 35.00 306.66 654.68 0.00 0.00 40.00 311.63 642.14 0.00 0.00 40.75 46.39 96.40 0.00 0.00 45.00 270.94 856.84 0.00 0.00 50.00 321.63 672.15 0.00 0.00 66.00 322.88 560.98 0.00 0.00 60.00 323.19 649.81 0.00 0.00 65.00 322.67 538.64 0.00 0.00 70.00 321.41 527.47 0.00 0.00 75.00 1,022.90 1,091.69 0.00 0.00 80.00 316.94 490.12 0.00 0.00 85.00 318.16 642.53 0.00 0.00 90.00 323.40 396.44 0.00 0.00 94.00 1,067.08 467.16 0.00 0.00 95.00 65.69 280.38 0.00 0.00 100.0 333.28 351.44 0.00 0.00 Totals: 7,942.61 12,906.42 0.00 0.00 Pole: LI13411 B Code: TIAIEIA-222 Rev F Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 8/11/2009 9:39:03 AA Height: 100.0 (ft) Page: 11 Shape: 18 Sides Base Dia: 38.19 (in) Top Dial : 26.63 (in) X Taper: 0.149969 (infft) BaseElev: 0.000 (ft) Load Case: Ice 86.60 mph Wind with Ice 20 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Shaft Forces and Deflections Seg Lateral Axial Lateral Moment Torsion Moment X Z Total Elev FX(-) FY(-) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (m) (in) (in) (deg) 0.00 -7.966 -12.898 0,000 0.000 0.000 -472.713 0.000 0.000 0.000 0.000 5.00 -7.638 -12.154 0.000 0.000 0.000 -432.937 -0.064 0.000 0.064 -0.118 10.00 -7.324 -11.424 0.000 0.000 0.000 -394.747 -0.249 0.000 0.249 -0.232 15.00 -7.013 -10.708 0.000 0.000 0.000 -358.129 -0.551 0.000 0.551 -0.342 20.00 -6.705 -10.006 0.000 0.000 0.000 -323.066 -0.967 0.000 0.967 -0.449 25.00 -6.400 .9.318 0.000 0.000 0.000 -289.543 -1.492 0.000 1.492 -0.550 30.00 -6.099 -8.644 0.000 0.000 0.000 -257.642 -2.121 0.000 2.121 -0.648 35.00 -5.797 -7.986 0.000 0.000 0.000 -227.046 -2.849 0.000 2.849 -0.739 40.00 -5.483 -7.342 0.000 0.000 0.000 -198.060 -3.671 0.000 3.671 -0.826 40.75 -5."1 -7.243 0.000 0.000 0.000 -193.947 -3.802 0.000 3.802 -0.839 45.00 -5.165 -6.384 0.000 0.000 0.000 -170.825 -4.580 0.000 4.680 -0.907 60.00 -4.841 -5.811 0.000 0.000 0.000 -145.003 -6.570 0.000 5.570 -0.981 55.00 4.515 -6.251 0.000 0.000 0.000 -120.798 -6.637 0.000 6.637 -1.054 60.00 -4.186 -4.703 0.000 0.000 0.000 -98.226 -7.777 0.000 7.777 -1.118 65.00 .3.856 -4.167 0.000 0.000 0.000 -77.296 -8.979 0.000 6.979 .1.174 70.00 -3.527 -3.644 0.000 0.000 0.000 -58.014 -10.236 0.000 10.235 -1.221 75.00 -2.482 -2.574 0.000 0.000 0.000 -40.381 -11.534 0.000 11.634 -1.258 80.00 -2.155 -2.090 0.000 0.000 0.000 -27.972 -12.867 0.000 12.867 -1.285 85.00 -1.823 -1.454 0.000 0.000 0.000 -17.197 -14.225 0.000 14.226 -1.305 90.00 -1.491 -1.065 0.000 0.000 0.000 -8.082 -15.699 0.000 15.599 -1.318 94.00 -0.413 -0.622 0.000 0.000 0.000 -2.119 -16.706 0.000 16.706 -1.322 95.00 -0.341 -0.344 0.000 0.000 0.000 -1.706 -16.983 0.000 16.983 -1.323 100.0 -0.333 0.000 0.000 0.000 0.000 0.000 -18.369 0.000 18.369 -1.324 Pole: LI13411B Code: TIAIEIA-222 Rev Copyright Semaan Engineering Solutions,Inc Location : Mattituck,NY Y 8/11/2009 9:39:03 AA Height: 100.0 (ft) Page: 12 Shape : 18 Sides Base Dia : 38.19 (in) Top Dia : 26.63 (in) X Taper: 0.149969 (In/ft) BaseElev: 0.000 (ft) Load Case: Ice 86.60 mph Wind with Ice 20 Iterations Gust Response Factor: 1.69 Dead Load Factor: 1.00 Wind Load Factor: 1.00 Calculated Stresses Sag Applied Stresses Allowable Elev Axial(Y) Shear(X) Shear(Z) Torsion Bending(X) Bending(Z) Combined Stress(Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.43 0.53 0.00 0.00 0.00 20.09 20.54 51.4 0.0 0.400 6.00 0.41 0.52 0.00 0.00 0.00 19.15 19.68 61.8 0.0 0.378 10.00 0.40 0.51 0.00 0.00 0.00 18.19 18.61 52.0 0.0 0.358 15.00 0.38 0.50 0.00 0.00 0.00 17.21 17.61 52.0 0.0 0.339 20.00 0.36 0.49 0.00 0.00 0.00 16.20 16.68 52.0 0.0 0.319 25.00 0.34 0.48 0.00 0.00 0.00 16.16 15.53 62.0 0.0 0.299 30.00 0.33 0.46 0.00 0.00 0.00 14.10 14.45 52.0 0.0 0.278 35.00 0.31 0.45 0.00 0.00 0.00 13.01 13.34 62.0 0.0 0.267 40.00 0.29 0.44 0.00 0.00 0.00 11.89 12.20 62.0 0.0 0.235 40.76 0.29 0.43 0.00 0.00 0.00 11.73 12.04 52.0 0.0 0.232 45.00 0.29 0.47 0.00 0.00 0.00 11.92 12.24 62.0 0.0 0.236 50.00 0.27 0.46 0.00 0.00 0.00 10.62 10.91 52.0 0.0 0.210 56.00 0.26 0.43 0.00 0.00 0.00 9.29 9.57 52.0 0.0 0.184 60.00 0.23 0.41 0.00 0.00 0.00 7.95 8.21 52.0 0.0 0.158 66.00 0.21 0.39 0.00 0.00 0.00 6.59 6.83 52.0 0.0 0.131 70.00 0.19 0.37 0.00 0.00 0.00 5.21 5.44 52.0 0.0 0.105 76.00 0.14 0.27 0.00 0.00 0.00 3.83 4.00 52.0 0.0 0.077 80.00 0.11 0.24 0.00 0.00 0.00 2.81 2.95 62.0 0.0 0.067 80.00 0.13 0.28 0.00 0.00 0.00 3.26 3.43 52.0 0.0 0.066 85.00 0.09 0.23 0.00 0.00 0.00 2.01 2.14 62.0 0.0 0.041 90.00 0.07 0.19 0.00 0.00 0.00 0.94 1.06 52.0 0.0 0.020 94.00 0.04 0.05 0.00 0.00 0.00 0.25 0.30 52.0 0.0 0.006 95.00 0.02 0.04 0.00 0.00 0.00 0.20 0.23 62.0 0.0 0.004 100.00 0.00 0.04 0.00 0.00 0.00 0.00 0.07 52.0 0.0 0.001 Pole: LI13411 B Code: TIA/EIA-222 Rev F Copyright Semen Engineering Solutions,Inc Location: Mattituck,NY Y 811112009 9:39:03 AA Height: 100.0 (ft) Page: 13 Shape: 18 Sides Base Dia: 38.19 (in) Top Dia: 26.63 (in) Base Elev: 0.000 (ft) X Taper: 0.149969 (in/ft) Analysis Summary Reactions Max Stresses Ili Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ksi) (ksi) (ft) Ratio No Ice 10.1 0.00 10.43 0.00 0.00 596.66 26.73 51.4 0.00 0.501 Ice 8.0 0.00 12.90 0.00 0.00 472.71 20.64 51.4 0.00 0.400 r PiNNACIE TELECOM GROUP Consulting and Engineering Services Telecom ConwPong ANTENNA SITE FCC RF COMPLIANCE ASSESSMENT ANd REPORT METROPCS SITE NY7312 12M$ SOUNd AVENUE MATTiTUck, NY OCTObER 14, 2009 14 RidGEdnlE AVENUE - SUITE 209 • CEdAR I(Nolls, NJ 07927 973-451-1630 i 'r CONTENTS INTROdUCTION ANd SUMMARY 3 ANTENNA ANd TRANSMISSION DATA 5 MAThEMATICAI COMPLIANCE ANALYSIS 6 COMPLIANCE CONCLUSION 11 CERTIFICATION 12 AppENdIX A. BAckgROUNd ON THE FCC MPE LIMIT AppENdIX B. SUMMARY OF EXPERT QUA[IFICATIONS 2 r� INTROdUCTION ANd SUMMARY At the request of MetroPCS, Pinnacle Telecom Group has performed an independent expert assessment of radiofrequency (RF) levels and related FCC compliance for a proposed wireless base station antenna operation to be added to an existing "flagpole style" monopole located at 12585 Sound Avenue in Mattituck, NY. MetroPCS refers to the site by the code "NY7312", and proposes panel antennas arranged for sectorized service coverage using the 2130-2140 MHz frequency band. The FCC requires all wireless operators to perform an assessment of the RF fields e ds emanating from all the transmitting antennas at a site wh enever antenna operations are added or modified, and to ensure compliance with the Maximum Permissible Exposure (MPE) limit in the FCC regulations. In this case, the compliance assessment needs to incorporate the RF effects of an existing cellular antenna operation at the site by T-Mobile. Note that FCC regulations require any future antenna collocator to specifically assess and assure continuing FCC compliance based on the overall RF effects of all proposed and then-existing antennas at the site. This report describes a mathematical analysis of compliance with the FCC MPE limit for safe continuous exposure of the general public. The RF effects of the antennas are calculated using a standard FCC formula — and the analysis is designed to conservatively overstate the RF levels that actually occur from the antennas. In that way, though, as long as the results indicate RF levels below the MPE limit, we can have great confidence the compliance requirement is satisfied. The results of a compliance assessment such as this can be described in layman's terms by expressing the calculated RF levels as simple percentages of the FCC MPE limit. If the reference for that limit is 100 percent, then calculated RF levels higher than 100 percent indicate the MPE limit is exceeded and there is a need to mitigate the potential exposure, while calculated RF levels lower than 100 percent indicate compliance with the limit. We can (and will) also 3 � r describe the worst-case result via the "plain English" equivalent "times-below- the-limit" factor. The result of the FCC compliance assessment in this case is as follows: ❑ The conservatively calculated maximum RF level from the combination of proposed and existing antenna operations at the site is 0.6780 percent (i.e., less than 7/101"s of one percent) of the FCC MPE limit. In other words, the worst-case calculated RF level is more than 145 times below the limit established as safe for continuous human exposure to the RF emissions from antennas. ❑ The results of the calculations provide clear demonstration that the RF levels from the combination of proposed and existing antenna operations will be in clear compliance with the FCC MPE limit. Moreover, because of the conservative methodology and assumptions we incorporated in the analysis, the RF levels actually caused by the antennas will be even less significant than these calculation results indicate. The remainder of this report provides the following: ❑ relevant technical data on the proposed MetroPCS antenna operation at the site, as well as on the existing antenna operation; ❑ a description of the FCC model for assessing MPE compliance, and application of the relevant technical data to that model; and ❑ analysis of the results, and the compliance conclusion for the antenna site. In addition, two Appendices are included. Appendix A provides background on the FCC MPE limit along with a list of key FCC references on compliance. Appendix B provides a summary of the qualifications of the expert certifying FCC compliance for this site. 4 e � ANTENNA ANd TRANSMISSION DATA The table below summarizes the relevant technical data for the proposed MetroPCS antenna operation. Technical D8f8 - MetroPCS � � ai L . IA39�n SE{ Frequency Band 2130 - 2140 MHz Service Coverage Type Sectorized —with identical transmission and compliance-related parameters Antenna Manufacturer& Model Kathrein 800-10504 orequiv.) Antenna Maximum Gain 17.8 dBi Antenna Centerline Height AGL 75 ft. RF Channels per Sector 7 Transmitter Power/ RF Channel 24 watts max. Antenna Line Loss Conservativel i nored assumed 0 dB i (13?s:4 .��,'�1fiY�tlll ',!`, The antenna vertical-plane emission pattern is used in the calculations of RF levels at ground level around a site, as it is a key determinant of the relative amount of RF emissions in the "downward" direction. Figure 1 on the next page shows the vertical-plane emission pattern of the antenna model proposed here by MetroPCS. Note that in these types of antenna emission pattern diagrams, the antenna is effectively pointed at the three o'clock position (the horizon) and the relative strength of the pattern at different angles is described using decibel units. Note, too, that the use of a decibel scale to describe the relative pattern at different angles incidentally serves to significantly understate the actual focusing effects of the antenna. Where the antenna pattern reads 20 dB, for example, the relative RF energy emitted at the corresponding downward angle is 1/1001h of the maximum that occurs in the main beam (at 0 degrees); at the 30 dB point, it is 1/1,000`h of the maximum. 5 i h Figure 1. Kathrein 800-10504 Antenna—Vertical-plane Emission Pattern 1 / 1 i i 0 deg horizon ` 5 dB / di\ision As noted at the outset, there is an existing T-Mobile antenna operation to include in the compliance assessment. In the analysis for T-Mobile, we will conservatively assume operation with maximum channel capacity and at maximum transmitter power. T-Mobile (also known as Omnipoint) is licensed to operate in the 1900 MHz band, and uses a maximum of eight RF channels in each antenna sector, with a maximum transmitter power of 20 watts per channel. T-Mobile is also licensed to operate in the 2100 MHz band, and uses two channels per sector, with a maximum of 40 watts of transmitter power per channel. The T-Mobile antennas are stacked at the top of the 100-foot flagpole. MAThEMATICAI COMp[IANCE ANALYSIS FCC Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65") provides guidelines for mathematical models to calculate the RF levels at various points around transmitting antennas. At street-level around an antenna site (in what is called the "far field" of the antennas), the RF levels are directly 6 proportional to the total antenna input power and the relative antenna gain in the downward direction of interest — and the levels are otherwise inversely proportional to the square of the straight-line distance to the antenna. Conservative calculations also assume the potential RF exposure is enhanced by reflection of the RF energy from the ground. Our calculations will assume a 100% "perfect" reflection, the worst-case approach. The FCC's formula for street-level compliance assessment for any given wireless antenna operation is as follows: MPE% _ (100 ' TxPower. 10 (Gmax-vdiscrio) . 4 ) / ( MPE ' 47c ' R2 ) where MPE% = RF level, expressed as a percentage of the MPE limit applicable to continuous exposure of the general public 100 = factor to convert the raw result to a percentage TxPower = maximum net power into antenna sector, in milliwatts, a function of the number of channels per sector, the transmitter power per channel, and line loss 10 (Gmax-Vdisalo) = numeric equivalent of the relative antenna gain in the downward direction of interest; data on the antenna vertical-plane pattern is taken from manufacturer specifications 4 = factor to account for a 100-percent-efficient energy reflection from the ground, and the squared relationship between RF field strength and power density (22= 4) MPE = FCC general population MPE limit R = straight-line distance from the RF source to the point of interest, centimeters The MPE% calculations are performed out to a distance of 500 feet from the facility to points 6.5 feet (approximately two meters, the FCC-recommended standing height) off the ground, as illustrated in Figure 2 on the next page. 7 antenna height from $ antenna R bottom 6.5'abovv e ground level t 0 500 Ground Distance D from the site Figure 2. MPE% Calculation Geometry It is popularly understood that the farther away one is from an antenna, the lower the RF level — which is generally but not universally correct. The results of MPE% calculations fairly close to the site will reflect the variations in the vertical- plane antenna pattern as well as the variation in straight-line distance to the antennas. Therefore, RF levels may actually increase slightly with increasing distance within the range of zero to 500 feet from the site. As the distance approaches 500 feet and beyond, though, the antenna pattern factor becomes less significant, the RF levels become primarily distance-controlled, and as a result the RF levels generally decrease with increasing distance, and are well understood to be in compliance. FCC compliance for a collocated antenna site is assessed in the following manner. At each distance point along the ground, an MPE% calculation is made for each antenna operation, and the sum of the individual MPE% contributions at each point is compared to 100 percent, the normalized reference for compliance with the MPE limit. We refer to the sum of the individual MPE% contributions as "total MPE%", and any calculated total MPE% result exceeding 100 percent is, by definition, higher than the FCC limit and represent non-compliance and a 8 need to mitigate the potential exposure. If all results are consistently below 100 percent, on the other hand, that set of results serves as a clear and sufficient demonstration of compliance with the MPE limit. Note that according to the FCC, when directional antennas and sectorized coverage arrangements are used, the compliance assessments are based on the RF effect of a single (facing) sector, as the RF effects of directional antennas facing generally away are insignificant. The following conservative methodology and assumptions are incorporated into the MPE% calculations on a general basis: 1. The antennas are assumed to be operating continuously at maximum power and maximum channel capacity — and the power-attenuation effects referred to as antenna line loss are ignored wherever possible. 2. The power-attenuation effects of shadowing or other obstructions to the line-of-sight path from the antenna to the point of interest are ignored. 3. The calculations intentionally minimize the distance factor (R) by assuming a 6'6" human and performing the calculations from the bottom (rather than the centerline) of each operator's lowest-mounted antenna, as applicable. 4. The potential RF exposure at ground level is assumed to be 100-percent enhanced (increased) via a "perfect" field reflection from the ground itself. The net result of these assumptions is to significantly overstate the calculated RF exposure levels relative to the levels that will actually occur— and the purpose of this conservatism is to allow very "safe-side" conclusions about compliance. The table that follows provides the results of the MPE% calculations for each operator, with the worst-case (maximum) result highlighted in bold in the last column. 9 Ground MetroPCS T-Mobile Total Distance ft MPE% MPE% MPE% 0 0.0313 0.0642 0.0955 20 0.0574 0.0096 0.0670 40 0.6481 0.0299 0.6780 60 0.1748 0.0138 0.1886 80 0.1832 0.0602 0.2434 100 0.1033 0.0324 0.1357 120 0.0784 0.0793 0.1577 140 0.0828 0.0549 0.1377 160 0.1489 0.1295 0.2784 180 0.0745 0.0629 0.1374 200 0.0410 0.0371 0.0781 220 0.1015 0.0857 0.1872 240 0.1142 0.1647 0.2789 260 0.1042 0.1375 0.2417 280 0.0793 0.0941 0.1734 300 0.0529 0.0731 0.1260 320 0.0349 0.0844 0.1193 340 0.0310 0.1222 0.1532 360 0.0251 0.1535 0.1786 380 0.0297 0.1384 0.1681 400 0.0269 0.1438 0.1707 420 0.0465 0.1309 0.1774 440 0.0425 0.1008 0.1433 460 0.0390 0.0924 0.1314 480 0.0808 0.0851 0.1659 500 0.0746 0.0572 0.1318 As indicated, the worst-case calculated RF level at street-level is 0.6780 percent of the FCC MPE limit. A graph of the calculation results, provided on the following page, probably provides a clearer visual illustration of the relative insignificance of the calculated RF levels. The line representing the calculated total MPE% results does not noticeably rise above the graph's zero baseline, and shows an obviously clear and consistent margin to the FCC MPE limit. 10 COMPLIANCE ASSESSMENT RESULTS Normalized FCC MPE Limit --G-- Total MPE% Results 120 a 100 a 80 0 a 60 c m C9 40 0 e 20 0 0 100 200 300 400 500 Distance(ft) COMPLIANCE CONCLUSION The FCC MPE limit has been constructed in such a manner that continuous human exposure to RF emissions up to and including 100 percent of the MPE limit is acceptable and completely safe. As described, the analysis in this case shows that the conservatively calculated maximum RF level from the combination of proposed and existing antenna operations at the site is only 0.6780 percent (i.e., less than 7/10`hs of one percent) of the FCC MPE limit. In other words, the worst-case calculated RF level from the combination of proposed and existing antennas at the site is more than 145 times below the federal limit established as safe for continuous human exposure to the RF emissions from antennas. The results of the calculations provide a clear demonstration of compliance with the FCC MPE limit. Moreover, because of the conservative calculation methodology and operational assumptions we applied in the analysis, RF levels actually caused by the antennas will be even less significant than the calculation results here indicate. tt CERTIFICATION It is the policy of Pinnacle Telecom Group that all FCC RF compliance assessments are reviewed, approved, and signed by the firm's Chief Technical Officer, who certifies as follows: 1. I have read and fully understand the FCC regulations concerning RF safety and the control of human exposure to RF fields (47 CFR 1.1301 et seq). 2. To the best of my knowledge, the statements and information disclosed in this report are true, complete and accurate. 3. The analysis of site RF compliance provided herein is consistent with the applicable FCC regulations, additional guidelines issued by the FCC, and industry practice. 4. The results of the analysis indicate that the antenna emissions at the subject site will be in compliance with the FCC regulations concerning RF exposure. 10/14/09 Danie J. ollins Date Chief Technical Officer Pinnacle Telecom Group, LLC 12 ApPENdIX A: BAckgROUNd ON TIE FCC MPE LIMIT FCC Rules and Regulations As directed by the Telecommunications Act of 1996, the FCC has established limits for maximum continuous human exposure to RF fields. The FCC maximum permissible exposure (MPE) limits represent the consensus of federal agencies and independent experts responsible for RF safety matters. Those agencies include the National Council on Radiation Protection and Measurements (NCRP), the Occupational Safety and Health Administration (OSHA), the National Institute for Occupational Safety and Health (NIOSH), the American National Standards Institute (ANSI), the Environmental Protection Agency (EPA), and the Food and Drug Administration (FDA). In formulating its guidelines, the FCC also considered input from the public and technical community— notably the Institute of Electrical and Electronics Engineers (IEEE). The FCC's RF exposure guidelines are incorporated in Section 1.301 et seq of its Rules and Regulations (47 CFR 1.1301-1.1310). Those guidelines specify MPE limits for both occupational and general population exposure. The specified continuous exposure MPE limits are based on known variation of human body susceptibility in different frequency ranges, and a Specific Absorption Rate (SAR) of 4 watts per kilogram, which is universally considered to accurately represent human capacity to dissipate incident RF energy (in the form of heat). The occupational MPE guidelines incorporate a safety factor of 10 or greater with respect to RF levels known to represent a health hazard, and an additional safety factor of five is applied to the MPE limits for general population exposure. Thus, the general population MPE limit has a built-in safety factor of more than 50. The limits were constructed to appropriately protect humans of both sexes and all ages and sizes and under all conditions — and continuous exposure at levels equal to or below the applicable MPE limits is considered to result in no adverse health effects or even health risk. The reason for two tiers of MPE limits is based on an understanding and assumption that members of the general public are unlikely to have had appropriate RF safety training and may not be aware of the exposures they receive; occupational exposure in controlled environments, on the other hand, is assumed to involve individuals who have had such training, are aware of the exposures, and know how to maintain a safe personal work environment. The FCC's RF exposure limits are expressed in two equivalent forms, using alternative units of field strength (expressed in volts per meter, or V/m), and power density (expressed in milliwatts per square centimeter, or mW/cm2). The table on the next page lists the FCC limits for both occupational and general population exposures, using the mW/cm2 reference, for the different radio frequency ranges. 13 Frequency Range(F) Occupational Exposure General Public Exposure (MHz) (mWlcmz) (mWlcm2) 0.3 - 1.34 100 100 1.34 - 3.0 100 180 / F2 3.0 - 30 900/ FZ 180/ F2 30 - 300 1.0 0.2 300 - 1,500 F / 300 F / 1500 1,500 - 100,000 5.0 1.0 The diagram below provides a graphical illustration of both the FCC's occupational and general population MPE limits. Power Density (mW/cm2) 100 Occupational -" General Public 5.0 1.0 0.2 ------ 0I3 1.34 3.0 30 300 1,500 100,000 Frequency(MHz) Because the FCC's RF exposure limits are frequency-shaped, the exact MPE limits applicable to the instant situation depend on the frequency range used by the systems of interest. 14 The most appropriate method of determining RF compliance is to calculate the RF power density attributable to a particular system and compare that to the MPE limit applicable to the operating frequency in question. The result is usually expressed as a percentage of the MPE limit. For potential exposure from multiple systems, the respective percentages of the MPE limits are added, and the total percentage compared to 100 (percent of the limit). If the result is less than 100, the total exposure is in compliance; if it is more than 100, exposure mitigation measures are necessary to achieve compliance. FCC References 47 CFR, FCC Rules and Regulations, Part 1 (Practice and Procedure), Section 1.1310 (Radiofrequency radiation exposure limits). 47 CFR, FCC Rules and Regulations, Part 22 (Public Mobile Services). 47 CFR, FCC Rules and Regulations, Part 24 (Personal Communications Services). FCC Second Memorandum Opinion and Order and Notice of Proposed Rulemaking (FCC 97-303), In the Matter of Procedures for Reviewing Requests for Relief From State and Local Regulations Pursuant to Section 332(c)(7)(B)(v) of the Communications Act of 1934 (WT Docket 97-192), Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation (ET Docket 93-62), and Petition for Rulemaking of the Cellular Telecommunications Industry Association Concerning Amendment of the Commission's Rules to Preempt State and Local Regulation of Commercial Mobile Radio Service Transmitting Facilities, released August 25, 1997. FCC First Memorandum Opinion and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released December 24, 1996. FCC Report and Order, ET Docket 93-62, In the Matter of Guidelines for Evaluating the Environmental Effects of Radiofrequency Radiation, released August 1, 1996. FCC Office of Engineering and Technology (OET) Bulletin 65, "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields", Edition 97-01, August 1997. FCC Office of Engineering and Technology (OET) Bulletin 56, "Questions and Answers About Biological Effects and Potential Hazards of RF Radiation", edition 4, August 1999. 15 AppENdIX B: SUMMARY Of EXPERT QUAI!FICATIONS Daniel J. Collins, Chief Technical Officer, Pinnacle Telecom Group, LLC - .: ,..v . Synopsis: •37 years of experience in all aspects of wireless system engineering, related regulation, and RF exposure • Has performed or led RF exposure compliance assessments on more than 12,000 antenna sites since the new FCC rules went into effect in 1997 • Has provided testimony as an RF compliance expert more than 1,200 times since 1997 •Accepted as an expert in New York, New Jersey, Connecticut, Pennsylvania and more than 40 other states, as well as by the FCC Education: • B.E.E., City College of New York (Sch. Of Eng.), 1971 • M.B.A., 1982, Fairleigh Dickinson University, 1982 • Bronx High School of Science, 1966 Current Responsibilities: • Leads all PTG staff work involving RF safety and FCC compliance, microwave and satellite system engineering, and consulting on wireless technology and regulation Prior Experience: • Edwards & Kelcey, VP— RF Engineering and Chief Information Technology Officer, 1996-99 • Bellcore, Executive Director— Regulation and Public Policy, 1983-96 •AT&T (Corp. HQ), Director—Spectrum Management Policy and Practice, 1977-83 •AT&T Long Lines, Group Supervisor—Microwave Radio System Design, 1972-77 Specific RFSafety/ • Involved in RF exposure matters since 1972 Compliance Experience: • Have had lead corporate responsibility for RF safety and compliance at AT&T, Bellcore, Edwards & Kelcey, and PTG •While at AT&T, helped develop the mathematical models later adopted by the FCC for predicting RF exposure • Have been relied on for compliance by all major wireless carriers, as well as by the federal government, several state and local governments, equipment manufacturers, system integrators, and other consulting/engineering firms Other Background: •Author, Microwave System Engineering (AT&T, 1974) •Co-author and executive editor, A Guide to New Technologies and Services(Bellcore, 1993) • National Spectrum Managers Association (NSMA)—former three-term President and Chairman of the Board of Directors; was founding member, twice-elected Vice President, a long-time member of the Board of Directors, and was named an NSMA Fellow in 1991 • Listed in Who's Who in the Media and Communication and International Who's Who in Information Technology • Published more than 35 articles in industa magazines 16 I National Environmental Policy Act (NEPA) Screening Report Prepared for: MetroPCS New York, LLC 5 Skyline Drive Hawthorne, New York 10532 NY7312 12585 Sound Avenue Mattituck, New York 11952 EBI Project No. 61094730 Site Report Date: October 22, 2009 UEBI C O N S U L T I N G Creating Value for Your Business EB 21 B Street Burlington, MA 01803 CON S U 1, T I N G Tel: (781) 273-2500 www.ebiconsulting.com Fax: (781) 273.3311 October 22, 2009 Mr.John Coleman MetroPCS New York, LLC 5 Skyline Drive Hawthorne, New York 10532 Subject: National Environmental Policy Act(NEPA) Screening Report NY7312 12585 Sound Avenue, Mattituck, New York EBI Project#61094730 Dear Mr.John Coleman: Attached please find our National Environmental Policy Act(NEPA)Screening Report, (the Report) for the proposed telecommunications installation at the address noted above (the Subject Property). The purpose of this Report is to evaluate the above-referenced property for environmental and historical concerns specified by the Federal Communications Commission (FCC) in 47 CFR 1.1307, and general industry standards. The Subject Property, known as NY7312, consists of an approximately 4.0-acre parcel that is owned by George L. Penny, Inc. and occupied by the Penny Lumber Company's lumber yard. As such, the Subject Property is improved in the central portion with an administrative building and in the western, eastern, and northern portions with lumber and building materials storage buildings surrounded by paved parking areas. The Subject Property is also improved in the northern portion with a fenced telecommunications compound, which includes an approximate 100-foot tall stealth Flagpole telecommunications tower. As the date of this Report, MetroPCS New York, LLC proposes to enclose three new telecommunications antennas within a proposed radome on the existing tower at a centerline height of approximately 75 feet above ground level (herein, the Project Site). Additionally, MetroPCS New York, LLC proposes to lease an approximate 10-foot by 16- foot portion of ground space located on the western portion of the tower compound, upon which telecommunications equipment is proposed to be placed. Power and telecommunications cables are proposed to be shallow trenched to the lease area from sources located within the existing compound. Coaxial cables are proposed to be routed from the lease area to the base of the monopole via a raised cable bridge. Access to the Project Site will be via the parent parcel"s existing paved lanes. Please find the attached National Environmental Policy Act (NEPA) Checklist, NEPA Summary Report, and associated documentation for the above-referenced site. Based upon the results of our assessment, it appears that the proposed installation will not adversely impact any of the criteria as outlined in 1.1307(a) items (1) through (8) and preparation of an Environmental Assessment (EA) for these criteria is not required. The Report was completed according to the terms and conditions authorized by you. There are no intended or unintended third party beneficiaries to this Report, unless specifically named. EBI is an independent contractor, not an employee of either the property owner or the project proponent, and its compensation was not based on the findings or recommendations made in the Report or on the closing of any business transaction. Note that the findings of this Report are based on the project specifications provided to EBI and described in this Report. In the event that the design or location of the installation changes, please contact EBI as additional review and/or consultation may be required. ENVIROBUSINESS,INC. LOCATIONS I ATLANTA. GA I BALTIMORE, MD I BURLINGTON,MA I CHICAGO,IF CRANSTON, RI DALLAS,TX I DENVER,CO I EXETER, NH I HOUSTON,TX 1 LOS ANGELES,CA I NEW YORK, NY PHOENIX,AZ PORTI.AND,OR I SAN FRANCISCO, CA ' SEATTLE,WA I YORK, PA Thank you for the opportunity to prepare this Report, and assist you with this project. Please call us if you have any questions or if we may be of further assistance. Respectfully Submitted, Mr. Chris Murray f Mr. David Akerblom Mr. Steve Davies Author/Project Scientist Reviewer/Program Manager Salesperson/Program Director Direct# (617) 715-1842 Appendix A- NEPA Checklist Appendix 6-FCC NEPA Summary Report Appendix C-Figures, Drawings,and Maps Appendix D - NPA Checklist and Tower Compliance Documentation Appendix E - USFWS and NYSDEC Correspondence ENVIROBUSINESS, INC. LOCATIONS j ATLANTA, GA BALTIMORE, MD BURLINGTON, MA CHICAGO,It CRANSTON, RI DALLAS,TX DENVER,CO I EXETER, NH I HOUSTON,TX I LOS ANGELES,CA NEW YORK, NY PHOENIX,AZ PORTLAND,OR I SAN FRANCISCO, CA SEATTLE,WA I YORK, PA APPENDIX A NEPA CHECKLIST 01 Consulting Site type (choose one): Site I D: Site Address: gz kA r n T ❑Raw land NY7312 12585 Sound Avenue, 1'.'1J D1 ®Tower Colo Mattituck, New York c o N s u I T I N c ❑Other colo ❑Tower Replacement 'A Land Use Screening Checklist FCC NEPA Consulting Agency to Check appropriate boxes be/ow Category Contact No Adverse Potential Adverse Exempt from NPA Applies Impact Impact Review Designated National Park Service, Wilderness Areas US Forest Service, Bureau of Land ❑ ❑ Management (BLM) Designated Wildlife National Park Service, Preserves US Forest Service, BLM ❑ ❑ Threatened or US Fish &Wildlife Endangered Species Service- Field Office &Critical Habitats (USF&WS) ❑ ❑ Historic Places State Historic Collocation Preservation Officer Agreement: applies (SHPO), Tribal Historic ❑ Preservation Officer SHPO consultation ❑ ❑ Nationwide (THPO) completed Agreement Exclusion applies: El Indian Religious American Indian Tribes, Collocation Sites Bureau of Indian Affairs Agreement applies: Tribal consultation ❑ ❑ Nati,P itle completed Agreement Exclusion applies: El Floodplain Federal Emergency Management Agency ❑ ❑ (FEMA) Wetlands& USF&WS NWI Maps Surface Waterways US Army Corps of ❑ ❑ Engineers (ACOE) Signature: Company: EBI Consultina Print name: Chris Mures Date: October 14 2009 EB/Consu/ring APPENDIX B FCC NEPA SUMMARY REPORT EB/Consulting FCC NEPA Summary Report (47 CFR Subpart 1, Chapter 1, Sections 1.1301-1.1319) Site type (choose one): Site ID: Site Address: 7F` EBI ®Raw land NY7312 12686 Sound Avenue, Tower colo Mattituck, New York Other colo U n s L' l I ' ` L Tower Replacement 1. Is the antenna structure located in an officially designated wilderness area? The proposed installation consists of mounting antennas to an existing antenna tower; therefore, this project is not expected to significantly affect officially designated wilderness areas, and the action is categorically excluded from environmental processing (47 CFR 1.1306). 2. Is the antenna structure located in an official) designated wildlife reserve? Y 9 P The proposed installation consists of mounting antennas to an existing antenna tower; therefore, this project is not expected to significantly affect officially designated wildlife preserves, and the action is categorically excluded from environmental processing (47 CFR 1.1306). 3. Will the antenna structure likely affect threatened or endangered species or designated critical habitats? (Ref 50 CFR Part 402) Correspondence dated July 2006 from the U.S. Fish and Wildlife Services New York Field Office states that the "Co-location of new equipment and antennae within an existing structure...where all ground disturbance occurs within previously disturbed areas and where such activities do not increase the existing height or require the addition of guy wires" are "not likely to adversely affect Federally-listed species in New York, nor have any significant impacts on migratory birds or other trust resources." In addition, in a letter dated May 2009 from the New York State Department of Environmental Conservation — Division of Fish, Wildlife & Marine Resources, for communications facilities projects that involve "new antennas or panels on existing towers, or new communications equipment installed within existing fenced equipment areas, provided that all new work is confined within existing equipment areas, no previously undisturbed land is disturbed, and no new access roads or expansions of existing access roads is involved," the program does "not have any records of rare species or significant natural communities which will be of concern in relation to the proposed projects." Both agencies specify that additional consultation is not required as part of the Endangered Species Act. Copies of this correspondence are included within Appendix E. It should also be noted that the proposed installation consists of mounting antennas to an existing antenna tower; therefore, this project is not expected to significantly affect threatened or endangered species or designated critical habitats, and the action is categorically excluded from environmental processing (47 CFR 1.1306). 4. Will the antenna structure affect districts, sites, buildings, structures, or objects significant in American history,architecture,archeology,engineering,or culture that are listed,or potentially eligible for listing in the National Register of Historic Places (NRHP)? (Ref. 36 CFR Part 800 regulations implementing Section 106 or the National Historic Preservation Act) EBI evaluated whether the stipulations contained within Nationwide Programmatic Agreement for the Collocation of Wireless Antennas(Collocation Agreement) allow MetroPCS New York, LLC to construct the proposed facility without consulting with the State Historic Preservation Officer (SHPO). The Collocation Agreement's exclusionary conditions for SHPO consultation apply to this project, because based on information provided by the client, a "substantial increase" in the size of the tower is not planned for this project. 01 Consulting EBI obtained tower documentation from T-Mobile, the tower facility owner, which indicated that the tower on which the proponent intends to attach its antennas is in compliance with the Nationwide Programmatic Agreement for Review of Effects on Historic Properties and that MetroPCS New York, LLCs proposed collocation is in compliance with the Collocation Agreement. See Appendix D of this Reportfor a copy of this statement. Additionally,the SHPO reviewed a proposal to construct the tower upon which the proponent intends to attach its antennas and concluded that the tower would not adversely affect historic places. The New York SHPO approval for the tower, dated October 16, 2003 is appended to this Report(Appendix D). In summary, the proposed action at the above-referenced property was determined to meet the conditions set forth in the Collocation Agreement. Therefore, the collocation is recognized to have minimal or no adverse effects on historic properties and review of the collocation under the consultation process set forth under Subpart B of 36 CFR Part 800 is not required. According to the Collocation Agreement, the licensee has properly taken into account the effects of their action on historic properties and has fulfilled its Section 106 compliance responsibilities. As such, the collocation requires no further environmental processing under Section 1.1307(a)(4) of the FCC Rules. 5. Will the antenna structure affect Indian religious site(s) The proposed action at the above-referenced property was determined to meet the conditions set forth in the Stipulations of the Collocation Agreement. Therefore, the installation is recognized to have minimal or no adverse effects on Indian religious sites, Traditional Cultural Properties, or historic properties and review of the collocation under the consultation process set forth under Subpart B of 36 CFR Part 800 is not required. According to the Collocation Agreement, the licensee has properly taken into account the effects of their action on historic properties and has fulfilled its Section 106 compliance responsibilities. As such, the installation requires no further environmental processing under Section 1.1307(a) (5) of the FCC Rules. 6. Will the antenna structure be located in a floodplain? (Ref. Executive Order 11988 and 40 CFR Part 6, Appendix A) The proposed installation consists of mounting antennas to an existing antenna tower; therefore, this project is not expected to significantly affect floodplains, and the action is categorically excluded from environmental processing (47 CFR 1.1306). 7. Will construction of the antenna structure involve significant change in surface features (e.g. wetlands, deforestation,or water diversion)?(Ref.£xecutMe Order 119W&W 40 CFR Part f Appendix A) The proposed installation consists of mounting antennas to an existing antenna tower; therefore, this project is not expected to significantly affect surface features or wetlands, and the action is categorically excluded from environmental processing (47 CFR 1.1306). 8. Is the antenna structure located in a residential neighborhood and required to be equipped with high intensity white lights? According to client representatives and site plans, the proposed installation will not include high intensity white lights and be located in a residential neighborhood. 9. Will the antenna structure equal or exceed total power (of all channels) of 2000 Watts ERP (3280 EIRP) and have antenna located less than 10 meters above the ground? An evaluation to determine whether radiofrequency (RF) emissions standards are met was not included as part of this Report. EBI understands that client representatives will evaluate the project to ensure compliance with applicable RF standards. E81 Consu/ring APPENDIX C FIGURES, DRAWINGS, AND MAPS fBl Consulting BIC O \ $ U 1 4earMg Yolue for iau.pwin<ss N ♦ ♦ � kid a '�� Sf y A t ha/fsRQ _ /'' J. 000) 1 '�d � 1 I / ; ♦ 1 ae� OJ ` ♦ &' Legend * Project Site L : Site Buffer at 250',500', 1000' and 1/2 mile Source:Selected data from ESRI,EBI and NWI Figure 1 - Site Location Map NY7312/ N 12585 Sound Avenue Mattituck, NY 11952 PN:61094730 0 600 1000 feet EBIC O k 6•o.iny vv{jaltue(ar rou.euun<u Olt 400 Z. • A .f j t ♦ � r ♦ � 1` _. ,.lh�. • a •• • r` ^+'.,jam �,�.-� • ► «. � • + }� f.I �� tom, • • •• •t f � if• f•A • � . Legend * Project Site �, _� Site Buffer at 250',500', 1000' and 1/2 mile USGS 24k Quad:Mattituck Hills,NY 1961 and Manituck,NY 1961 Source:Selected data from ESRI,EBI and USGS Figure 2 - USGS Quad Location Map NY7312/ 12585 Sound Avenue ^' Mattituck, NY 11952 V PN:61094730 0 500 1000 feet 512009 Site Specification Sheet Date Created: rda SpecSheet ID: NY7312-A-1-090415 Version 1 Created By fa trdakani ni MetroPCS ID: NY7312 Candidate ID: NY7312A Latitude Longitude Cell Name: NY7312 - -- DMS: -. .... 40-59-26.7 72-32-20.4 Candidate: NY7312A Decimal: 40.990762 72.539006 Address: 12585 Sound Ave StructureType: Flag Pole City: Southold St: NY Zip: 11952 BTS Type: 4.013 3 Sector__24W Outdoor Antenna Height: 87'AGL County: Suffolk -. BTS Location: Outdoor Structure Height: 100 'AGL Notes: Prelim 04/14109.Flag pole and we might need to set azimuths to 30,150,270 due to the falgpole design. a d b e g Z Sector Transmitting Sector Number Antenna Model SIMI ' } Number of Antennas Azimuths` Antenna Gain(dBi) 17.8 17.8 17.8 .w Remote Elec Tilt ❑� W V Else DT( Down -Up) p 0 0 + n -U Mechl OT( Dow p) p 0 0 Remote Elec Tilt Serial Cable Type Number of Cables -2 -- _ 2 2 Cablel-ength 0 0 0 Coax Color Code Red Blue 6rMserl - Cable Loss(dBm) -- Loss Factor - — - Mount Type Number of Mounts 0 0 0 Tower Mounted Amp Latitude Longitude Antenna Height ,..07. - 87: 47 - PN 126 _ 207 387 _ Bulkhead Power(dbm) _ 44 --44 - EIRP after Antenna(dBm) mstroPCS RF Engineering Approved: RF Engineering Contact:Fadd Ardakani (914)552-9312 Last Modified By: frdakani Last Modified Date: 4/15/200 Date Implemented: -- - — -- - MetroPCS 'AamWhs relativa to Inie noNh APPROVALS mefroPCS ® A CI S r CT NE GROUPz aF ERSINEEa ARC C tl . T 0.E £ NL: 3 N E. 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ANPRS V D BEMINS STRATA FOJW VON E%LAVATNO ANY LNF,iJAL LOAITOW SHALL BE LALIED TO THE #0]5MOIATTENTION OF THE ARCH TELTISBSINSI AO269931 CT-#07538MPA #12375THESE PLNYALLWMKPERFORMED SHALLEEp IN A 6'.U'p YbM'M TIP MANNER t0 THE SAT$AArn OF TE ONWR, 2.NO B K FILLINZ OF FOM]ATlgl WALLS SHALL BE OSW ATIL SAB OJ 6RCNIp IS IN RACE AND CONCRETE NA5061412 THE CCNTRILTOR SHALL TAKE ALL FREGAUTIONARY EFFORTS TO PPORCT Tff WIN MXIMENr PARING TN15 INSTALLATION ANO SETATRLILATIOISXH ASOM OF FOOTW5 SMALL W A K IMM 61d BELOW FIN151®6RPOE FOR FROST PROTECTON TEE6RE53 TO AND FROM TIE B)ILDIWS ANm/LR TNT SIR FOJTIN65 5 -EE RACED W FROZEN 6ROFp LR WATER ALL FOOTIW S SHALL EE FRORLTET F FROST A5 -TINE BUILDIMS FIRE SAFETY LR SHALL NOT GRATE ANY PIPENRP" REWI-TINE S�RKT.RN.IM 11 ANO SAFETY OF TIE.11-DINS,-THERE SHALL NOT BE ANY CREATION OF WIS¢M IDE TE N'JIMAL HOPE OF T AM TO 6 PM WLEYa OTNIERWISE AGREED MMIMM%ORE BETYEB.'OOTNOM OF ATI P TAT FOOT.¢MALL W ONE(X VERTICAL TO(Z IGRIZON1 ALL WON W TI TE OTI F0.DATIOI WALLS S L 6E A ARLY BRKEp TO WITSTIWp BACK FILLINNA EARTH PRESS.RE A4p--T TWILD'W5 SELLRITY SHALL W MAINTAINSO IN ORDER TO PREVENT ANY IMA)TWjRIZEO PESONS FROM ENIERIX6 TE GLNSTPULTIM LDAM LPTIL ALL ES IMENT ARE INSTALLED PER TE CLNT TION pRNNNGS-ME WILDING5 UTIOTYS(5ELTRILITY,SAS,HAMP ANO OTffR VTILltt5)SNA,IGT SE IXRR ,,PA.IN6 TNISISFS R CATON N IN5TAL1 PTW, I.Lg M HAS BEEN DRSISNED ANm SMALL BE GONTNOIL D IN KFGRpAXLE WIM REWIREMENT5 OT THE AMERICAN FG®/SRBYIVB Me 55[ - YINRY POETR/.TON ENALL BE OLTE 1AN5 ROTARY ACTION dL.Y MO NAYM PR g TlO . 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MAINTAIN TE FIRE RATING OF ALL PO@TRARD SIJRFA 5. 2.ME MATERIAL SMALL CLTFORM TO THE F IING STANDARDS P REO.IIWNENTS(LATEST EDITISNS) PORTLAND GENBT A,LISO 9.THERJWITRA JRTA LyIALRL,AT ALL TIMES,KEEN i,ME INS R� 12 AND ALCI 1 LO!OF WASR�M(gISL.AN-I ON MATT elµ PEPPY MI%CCNLRETE AS,U.F pO-301 PLI.RLEBISM SHALL DISFGSED OF IN A LE6PL MAM£R. o Ho Le ry coNml CCNLRETE M6TSbA1 .C39 pEF P BILLET STEEL BAR A5m MI5 FB.ARE FpBRIG ASN A165 IO,TE C IONS OF ANSHALL GP'AIDI ATEAW qLl SPEOAL L SERAOS TION4 RI L fUA RUL FBI @%,NOISY OPERATION, 3.FORT-ANO GEMBT GXALL BE T/i£A ISOLOW IWSOFR HYMEGNµILAL "PTO WSTART SERVICES MAIE¢IAL DELIVERIES M'p/LR STORAGE)WITH TIE B)ILDING OWER OR MANKaET1EM PWLR i0 TE START OF TIE YIGRC, 4,C@EIT yIPLL DE\ELOP A�IVE STRENSM MG)OF SLCV PSI AFTER 2 DATS AN NAVE A MINIMM SWMP II.TIE CdT TOR SHALL FATLN AND REPNR E%I5r%GONOITIdU WET¢OIST,RLFD BY NEVI FO%OR AS PELVIP¢D BY T@ OF 3 INc1E5 AND A.1.1 S INOB. PCAX5. ALL EXISTING AREAS OF THIS I AILOINS DAMPbED B HE LOI Y THE SMALL BE REETO P TO ON161NAL LONDITI NI 5 PROPORTIpIIN6 OF THE CONCRETE Mix S L m BY TE S IIFIG 6RAVIN METHOD, AT NOAppITIGIAI COST TO TR LYfER. 12.ALL EL¢LTRILPL WORK SHALL BE PERFSAN BY A LICDEEO ELECTRICIAN AN CONFORM TO ALL BIILOIN6 COPE AW 6.1. .TORS SHALL MAVE P MINIMM FREO.£NLY 61.RRN. LC<AL UTILITYS R IIRSWNT5. T.MINIMM MsbRE SIZE SMALL W 3/4-IXLN, 13,THE 6SWRAL NOTES CLTTAIWO HEREIN ARE FART OF ME PLAN-ANO S P,IILATIdG.AXD ARE TO M T,UEO WITH IN ALL e � REEPELT. MEN T TE�TRIGTI VE IbTLS SPECIFIEO ARE TO TAKE PRELEPE .CONCRETE 514LLL BE STONE fgI M HAVIN6 AN IATIMATE STRENGTH OF 3OCV F51 AT 25 OATS WITI A MINIMM SSIWNT CONTENT OF 5T5 BASS PER GIBIG YARD.CCNGRETE E%POBFS TO✓CATNIP y L BE AIR BITRAINEO,SWMP 14 TESE pO SNTS ARE IN LOMPLIPNLE F ALL COXST3GTIOI TO M IN ALLORp E W M THE FMLOVINS ,OM A FOR ALL CONCRETE SHALL BE 3'MIXIMM AND 5'MA%IMM New York, LLC ETANDARfi,I-ATS.S [DITIONS A5 APPJLPHLE. 4 CgIGRER MA SMALL BE IN PLGORpANLE WIM AG I,CODE 3 s�Equ3#EnwrvE RO)MWN ILNLL IMBS, COTE -lM>MIEMAIYAIµ pF T W CQiE SIR,NWNR TYNIL E%STNa S.U.WLDAG C/JCE GGNRA-L SHALL GPA FOR ALL OF TIE WIRE ,F HAKO PORITLA LdILRET TO PCLOMML9AR IiIV iB332 -MO)MIERYTYNK PIE ANY AND rLLL f9ElRATONL5 FOR PRLxITECTMPL,51RUL1LRµ.MELNANICPI L ELELTRIGPL LRPYUN65. -xm)nnEmIITIOIIL Pa 615 FopE m'•NYMrs M¢3 MIERUT.FUFSRIC4 CCEE S ALL PEINPOR(INS BARS SHALL BE pEFOW EO BAR$OF XFfY BILLET STEEL GOSORMI- rO Asm SPED MB,6RAOE _ #OJ MTEPNTILNOL iLYBKa TAI OR GOLD DRPVR RFO FOR NT'(AS WIRE KSN OR- CONFORM TO REWI .1.OF SPECS FOR L NS ORAYN W REORMPSTSO ]GOJ MIEBIT.W RSSNT MpMBIbYF CODE OR CFTIGRET REINFO+O 185-1 (q E A IN6),OR'i,M FOR YELPED STEEL WIRE FAERIG ATI CpANO P' SITE INFORMATION -XO) 21 TIDAL 1R8 TSTR fLLE R TAIO+GEME1Ji,(A5m AIB}TO).REINRORLI145 51W.L BE SELLRELY TIED i0 PREVENT DIYOGATIgI ANO PBt TE KI TIAS SIQ STAFF MIS 51WGTNAL MISS RDS FOR SREL AMENIU OT, PN 51MPLRTINS SIRKNRES' MINIMM BA51L TRTAILIHS MAWAL. WIND EFFED OF BS MILK/IKAYG IEO MIL£5/IKT,R IN COIWNLTION WITH 03 INCHES OF RApIrLL IGP,,. 12.ALL BARS AN T G ENOS,(LOTTO SHALL EE AT B%BPR DIAMERR AT$PALE'NTI C SOT AND 12585 SOUND AVENUE 15.ALL PROPOSED TEST E RPL 51EEL SMALL EE FAERILATEO AND ERWRD IN ICLGRpPNLE WM AISL UAE A0 All H?JI'.ED AT PiTIyONTINKV ENDS.LMTLP BARS AL CENTER BET/EEH yRKX2T ANO LAP CgMTINVUS BOTTOM SPEUFIcpnp.S,uTESt EDITION. BARS AT suFPORT. MATTITUGK, NY 11952 -WDE RANSE SELL SHALL GQIFORM TO A5m q-942 -MISG,SRLL SMALL AUL OON TO A5m ANT-% E.ALL LONB I..PO.YJIHT$SHALL BET RETE ANY R.EAHED.NETTED ANp$LI 1 I WITH CEMENTS OT R �TI -ALL SREL S SH SHALL LONFLRM TO TO AST SS AN I ARANT-S DINS, .6RALE S PEFORE PNAGNS NEVI CONLRE O TE CONCRETE AND SO-TS,T COTTRMTOR 9MPLL INSTALL(OR OVE OTHER DESIGN TYPE: SNI.IWS AS. MADE LVINS SPECTATED YELD3 A�YEI.DINS. [LECTRODES E-TO%%OR SPEGIFIEp MIbH S1R[NGM OOLT CTA AS RS O By TNER TO IHSTALU PLL N TO WLT,TARS,AL OIICHASES NAILER$,INSERT,SLEEVES, SHALL BE Mm A325. 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CO-LOCATION RWO�wAgAL LI4Y8 once. hmeNJ Yruv®ro BHo BBt 06/02/09 cM£nUWE W9E rL11E 9tA'lEr Y.R4Rf pqr X1X srNpMp yVv-x SHEET TITLE (Y_E EETNL I/M) 0.1R GABLE ROUTING e Frovvm vAuart cant GABLE PORT PETAILS r-uIe BeecAsr oa ,wpp,�pyµ yM®e SHEET NUMBER REV. 3'a'P1 CB119f(/6 py�ll�p) a B BRACKET ELEVATION I \ 5 A IIxIT SGALE:RTS 34C6 SLALE:NTS. rumuALroalmurrea blLVAWLm AN AIL ].YD1£FLpR91f i0 WsrWf IxULKns MLILIHf WlsiWf GW1FL NIR. 9 EWRtlrt S`W1�WM®TO WaTwr wAxe As rs DESIGN" VFE WLIx@Blis. 9d °,,,,�,•,�„�,a, GROUP hrxlcAL�D ]' _ ARCH IT EC TU RE ENGINEERING °LIwMu XiL Lav I,OGEL YE-POAn P.2 BOX 1 troWaExatEpWAAo n.urt rtEw TEL I�i'.NFWJ621011n30 TEL >32 8 7 433 4 FAX ]32.tl9].4334 bKVNII}Jro W51FR PIGLV lrMc W aWTry ADD L2AMN InrN*rvlmo,AIA RnF rnW.Tnm i,,�.E. • bxmNr®roxnlrir eann+Ear NJ #AII NJ p ,2,95 CT 407384 E VYe LLNAirymIc0.4F]fHt— NT MnE899'1 NY"#223754 CT W41 W511Vf1 2375 PAkW141] wLlvm Plc WWKi Gx Q 'AR1F!P35 Q nwv�nr¢a SNrtu 9 t p Z ea®arNilwss rrte sx aacre. i a nre wix `'pY cry mxAL or y e•.a•.Irz'eAs Rwre w I4 v]•`x'I Wr M1T-I'Ow9vs•EMl3 1mmo I/y 1pY.REIE YIb I•$RTAL L/A91 I e I SIDE ELEVATION FRONT ELEVATION Y—~CL1 UTILITY MOUNT DETAIL New Yod4 LLC BAT•vGPLe.V]'•I'-0' 34x969G/LG.9/4'•Ib' JBII 13IIINIF MWMORNG NY IM2 !�asvAna Aw LocAna or nE bR Axn9ay.sNAu a a A:(LM°AML WM TW nxr xt x®oKr. m• NYT312 sn91 6I5IEL KIM It Is°EN1W NflblEll r0AsiNONd)IL4'NTPWL gNEl9(YAHIAE W,bKVAWLB!sTEB CA _ srAaaez n .rl Rr[HST rm Sa TWeALm Ai TIe AxIeaLA WTxR eo.ne Rr[SRWL wrro TW xHLIN®IeurN SITE INFORMATION "A"ORM I MNWtxlaa A61 VJx9AwdDCa Wrwn vx£OJrTtro A55WEA5Mq)M NO RVBpv MW Ax/GK 64Y SxNL Itlr eE "N nE W nV£BO y4{1 H q1V W®A10 YIWM m CPGfR ro 55K AIAIxSr nE IFLMM bAYEr Air/LIW ro nE Axn914 rlR 9.cex°Wnw ruresx+u ee E..sNlcnreo Asswlrw ARAclaoro rrt Asworwnre eeronr sTRCTW¢vlw VB].5.ce s)rsewr vse swu Trela AnAgmror�xnxrlxe rtAre wlw ne°• auea.5 rwno®ro A3lCM ID15a91(. rtIs cnrlciL nvi nc brS AxTErxv.awrartm SA-il rx+r lra Wrnxao99xa5 d'xxTuxL xan nE eASE[f of INRNV.l5 ruTxW] MATT SOUND AVENUE ars WilBNA MATTITUGK, NY 11952 4- ®MVXRMI /a'Sra rare1 rz DESIbN TYPE. 9• r°nrecq.rsroN BILL OF MATERIALS r rt�°'w M1r*�°� CA-LOCATION rn5'.i2'Sarr®xre • _ _—_ _ wK uu'Iwrtu roAelxsxas wN cn.vils+r vnnm e., cmcm ore, muaTa<nre eIL.cKeT ITe» oEscRlnrl°N awxnrr - _—_ rare raW rxno� xu Klr O -v4•Imllw.mueTaC m.. le.IS Nlx»wbALv.9nE BHo SSt 06/OT/09 uaEewrx cAae NINNW mmIw gsn]ar rgrNw.PkruPW[5 zrrrewm SHEET TITLE ]WAE LL O MRWa0.1/9.16-V4'16.6KVIM9l1 b%AWYNe Klr uat UTILIN FRAME ELEVATIONS RAWS BL1s wM KIT) O ro.I1H�i FLx91(S'NTAN4 gYERl Y1BV24°nR ] rne'.]nre'a.orTE° nanT rvb ewv,Ker ryAre cues sx wooRie xx wS A'o nAWen bW.v, a 6P5 MOVNTING DETAIL 4 .9r.0 M. TWR I IN'IgNNM.°INEl9e^F wP]ALE Ifi q �15L Eb LL2.fT 6P5 AN1IXN4'bAli)k52RK T ® Nits NC WV•6tOKV.!'8 MTE 9) ] SHEET NUFBER REV, RfE Ytq.T Wm W.9.f a'>%IS Y61r FAONC®m W5.4V1M5��) ILLM 4-Y nLf/IDJ5RB1I r0 KMEVf igHl/II4E. 3 6P5 MWNTING DETAIL A— A IIxIT SLNE• I/3'•I'O' ]4K.6 XALE. 9'•I'-O' -V. ..�T V. DESIGNu GROUP7- T m ARCHITECTURE T nrocEl f D • 1 W _ E N L 1 IN E R I IN C. DA - � rvACELL • P O BOX 3 o J r_ Iz•5 • • IJ T glag 3 •-gyp D 3# RAVE HAZIFT NFWJFRSFY07W -.. _ • • - .LroCKL Y RroGELL pArrEp i 9pitFFr Y x TFL'. 733 088.6210 TAX.732.84].4334 hYP1 • w�1,wo AU ATRU W Tmmc P.E. µ4#AH sr aurnmilrrv4rv.Ev ^^ Nf.#AI I3N5 NI #LE363W F NY #0289921 CT #223]5PA "UU �EIB.6f9 10rtEF CYIEn MY NLII Mi MT.ED a Q k' 4 6 9 V@CEpE111A, ,,VT IanI MAIL vWv Ai MI ADL.EA^JI6IDE GF DEiAIL 3/A�91 3 1 11W 60RELEl VATIp PV mbb'r A IMVE TALI LEVEL CpALWA/A(SH l rwrvurtnn uueLouTlplO eEE cerAIL VA.9 DEruL 3/A61 Q I EQUIPMENT SUPPORTFRAME PLAN FR PLAN 2 MOUNTING -:1A1� HOLE LOCATION PLAN Q IIA7 SCALE..3/I••Ib' 34x969LALE:W4'•I'O' I[IT SCALE:•v/B'•Ib' 34K363LN.Ei 9/4'•I'O' /' ® mm• fR4 V B'M'CR AY/J FS CpL'1RR Y.A9 NM L.1.1 01 Vx VVG(PME . 21 L£BabdAYflDFD WPE fIWI4.5ff BIEK t0 RJB R.w wv vAo sIIE hw ro a LIBXILr LM Bu KN.910Y ERLr A9 PP�DAIw'fE@D ED9E- 4 RZaYIED ub uG ,b. . ArsRox. _ < 3� :` flwsx wDE x— ffi§ a � Iml mm1 + A 4-9TI IDa' •.wax ttrvl /'� cx u.w GE9/0'Di »•rux*furz metm�\ srora°� N•.ulLn urt uT. __ eErcw/mv/ � \•/\,J6 19TIWi YIXSRRLED @EED INr.9TY(ERIXAR GI PM IS.g£TAIL LA-51 w M•pIL 3'-0'VL E.91Lf 6 WE New Y��Y 381EYItlIEORIVE B DETAIL 4 DETAIL B DETAIL IYWIIEomm.NY fOS.)t IIxIl9GALE:9/4'•Ib' ]4x%9L/LLE.9/B'•I'-0' Ilxl-19GILE:1/l'•I'9' 34rb 9L/LLE.I'•Ib' Ilal-19LIL1.9/4'•I'9' 34xY 5LIlE.I Vl'•I'O .xpi NYTB2 drz Imr¢cAl.eTs� w^+m•'09MPST5011 SITE INFORMATION _ Y4XELL D D1 12585 SOUND AVENUE mnBm c#INN MATTITUGK, NY IIP52 _,� � B m OESI6N TYPE: 4 CO-LOCATION Tw 6 falGtErt PAD �Ll mom. m4.9K{Muc owrz 4PBtlE[ 4PPdIEt i0°'--- 1�v Pao m BHo SBt OblO]l09 SHEET � ClIC4R �rrluw weoe \�+ TITLE fir.„ wxlw ExlDE FOUNDATION DETAILS AND + '*" .r e • EQUIPMENT ELEVATIONS mcac�re AD IBff T cD1rwEre rolsff SHEET NUMBER REV. MT.VL VA3) M Cf1AIL LAA b 1 EQUIPMENT ELEVATION(FRONT VIEW) T EQUIPMENT ELEVATION(SIDE VIEK //A�3=5 A IIa115GALE.I/4'•I'-O' ]4x365CALE: I/1'•I'O' Ilxl'15LPLE:1/4'•I'O' 34CI 3C/J.E• I/]'•I'-O' I RFAI► DESIGN= GROUP_ ARCHITECTURE vv�r ENGINEERING ,w.sEae.coralrwxr an P.O. B X3 abH rw aPW+Eo[aIKJ HAZLET,NEW JERSEY OYI30 TEL 712.888.6220 LAX.732.847.4334 I�u�Mmlln4 AM RaMrt W.TouL�,E. NJ-#AAIii13H5 `N, #GEM209 'o.O.AVrFx< W #0289921 "'-M0753P4 I'anaG HfE CT-N 22375 PA.#M1412 IL fBEDMIRMIYT mm• Yat I ANTENNA MOUNT DETAIL IIxIT 9LALE.9M•I'd 124 SCALE:3/4••Ib' metroPCS4 New York, LLC run na'asecnum WTHOINE ORIVE II�WMORIF.NY fOmt MJ-bMOtt KNbO LfEIX Pot nG MWAeR ictvaG 6 G OrvoML E NY 51 2 OFMFS 0 11 :MA:l FOATIO SOUN AV ENUE NY 11952TG LW$ uup-uzE wn wrs Ba6E 6 roll; BHo 55t Ob/02/09 EET TITLE MC CI sYFJF1 WM wro-uol.[wr ANTENNA MOUNT DETAILS nlcgaen nroEL een SHEET NUMBER 1REV. uaxo-uaE wrl 2 ENTRY FORT DETAIL(IF REQUIRED) B EXIT PORT DETAIL(IF REOUIRED) A_6 A IW,9LN.E:0.•IN 124K SGALE:1/4'•Ib' Ilxl'15GPLE.4D'•I'(Y 34C6^..GALE•/a• I'O' 2 AMM JIMDESIG pz NNs. GROUP lav uern rowUa cfu O ARCHITECTURE me' 4al4m grtxu uelxEr A ENGINEERING 3'-I 3/e' PLAN.PTC BOx P.U. Box 3 +t--- TEL 73,NEWJ6210 T]30 v %tula'So5]1e3 N1MRM % TEL ]33.8 47 43 3 rn FAX:]13.84].4334 w r M�Mr�I�nn,AlA Rnhn W.Tmms�P o. TBd IiATLµlY [L4 WIDCQlINS NfNAI Ill45 `N,��.p GE 15309 µ Nw rvtl W3u NY-N020992-1 PT CT 22375# vn 3304 B _ 1� LAS I4DlN H+KF . W41 - 'Ivwxsurcv' . ac�a�z la-xl-zvw. Q iNH R/A 3b• (.0911ET(T4) s:x®eo 8 Y 4. o rca re<o a nrrl Q �/q�* ccsvweiren J s fBfD ASfl@IIV.B Ms 55t e o MOU T14Q BRACKET TEMPLATE Il I.RLIL/. PLAN.EQIPMENT CABNET rle crag Iw,awwAra mm k Aw reu GM'L9G nE AL KY61 GVfRR 5FII1FFi DRIN MJ IXIBUL'GIfFD Xtl H4 N/.IM 9EAtBU NO A 30 voanox wro uxlae eoa are msrwwnox ram. m y.__ 3'-113/9" O/4lR WIWJR GPDIIEf O .I _ B Inc Soea�mrorffrriL aaime�F ws srAreo w uoeerarae Lvurcac uan se4ve re+l.Enm as swrwAncx Ano cecmw*o nE 1 u� vunrert cAalarro Rry �'-43ne• vaem l.ffr xrnauLavmlc cwe. sr®.aw3ss As arx 3 a/Ie° slsne' rnrRXrc+u®cs ssTsswAnas s'-I Isne' O PTG CABINET SPEGIFIGATIONS III 9 ALE.NT9. 124C6 9GNP. NTS. metr n/�/"5 �o aAnex cnalreT i�I�l/V�,VIV VC SM318 flLLr FaXFF NIM Q4T�IEf New York,LI.0 Amvlues cma asne' evle• -}¶,�1Bf� y 3-a�A6' � I'-B 3/le' 38I[YYMEONVE II II MAWlMOR1�.MY 1051] m3 sere m..NYT312 Q SITE INFORMATISEATI m. O N TN UttM P - 12555 SOUNE3 AVENUE MATTITUGK, NY 11952 —'— _ DESIbN TYPE: MCUMNO TEMRATE - 0 MOUNTNG CO-LOCATION .VffA once. O svuExe+rcrra as wffArakNraaeJ.cAelrEr-ss3rs•.ss.rer sa.rr. BHo c 55Gm W/03/W RLITBIf L.LgRrM AAA wcAl6A*Ie++L�H.Er-»A'r.14'.Sn w,1 SHEET TITLE N3V 51�dANKf AS !9[MVIfIGTAyG MEA fCRN HLGMAIlL-b'R13'.SS b.fi. ALIFGAIKMi - • . . ° A E011IPMENT SPECIFICATIONS RAN.BATTERY SHEET wmSeR Rev. O I EQUIPMENT CABINET 5PEGIFIGATION5 3 A5SJMED BATTERY CABINET SPEOIFICATIONS ES- 1 11.119 ..N.TS I.SL/J.EL NTS I'I 9 .,NTS. ]4i.Te SLPLE. NTS. AIR FAIL DESIGN GROUP= ARCHITECT❑RE ENGINEERING P.0. WX 3 HAZLET,NEWJERSEY0730 TEL 732.898.6210 FAX'.732-84]_4334 LouMr�lin�,AM RaMrnW.T. P Eo. NJ-MrAII113345 N� MGEM209 NY-P 028992i NY'4 075384 a2x3v5 PA-M�1412 't'� W.14B3 H1MMM RTC9[WAT FIHISx Q 1VFE 3R Ol1RPt RYM�AR i ��, 10.4LiFLTG0.IG 5N£2R�5(R �p fb®Mfl9A�lVB Me Y% I � nn saAff o.rmEm wro raa� w "d.'O 'x V _ mrr,®oerofvart 0 • xcl coxaExiare Omer ®®B® I , i2 vosrwx reamxx aax(wnoxsu a �g,A11oR P� metroPCSe New York,LLC --— — — -- O 'II ssrzruxFuuuE .I.,I�xT�,Ax Iuwnwm�,xr roan m,NY 1812 O MP T501I •p SITE INFORMATION 12555 SOUND AVENUE axo sroP MATTI TUCK, NY 11952 T TP11LHLY UMIwuIDLmlxS .w ILPnLN4J WM lYU IhILI A41Uf �E516N TYFE: M3AW 6NLE RIiHl1 CO-LOCATION BHo �55Gm 06/02/09 SHEET TIME wrf.. 11E IBIO N2Rd1lP1 .VO BY.KB�X0.14Y IIILYC AVAPoflY LF&FARBII LOff IpM1®R!L15ip9t FK4190AIRLATp6,TIE HLiW iTAMB L£TE 16L0 LIHIIEf IIGLN£: -3N'0.VWY.�D BYKB04N ELIUPMENT SPEGFGATONS -TBitlSrATGM1Y-CfMpIXyeD fAV(90')F -IlNYJTILH 6PLlW 0Mt(WR.'AWX SHEET NUMBER REV. -I]-P31TYM 9iMNK S1RP 1M11pWl -wxsrrcroa r.u��Sm�c-r�.lwraual PTO CABINET DIAGRAM E5-2 A IIrIT SLALE:NTs TS III►EA& DESIGNi GROUP_ ARCHITECTURE ENGINEERING .wrEmmv.scNEcuE cAa.E ECNew.-E P.0. BOX 3 sEcroR Bxnx ngwPAclLRHt Mops. gB�LE149n1 p1A. L nws®'cdu'ry¢Arv'rrpRs HAZE ET,NEWJERSEY0711 q 40. O°MDi •ED Rxrtx rvmwEm-Boo-1p9o4 R% 190 n x ,ro' n, K°tlgll'Ia9'tl°0p'ma TFL ]3 2.P 88.6210 EM IWTx 190 Pr.i t/B' ]Rep FA%:732,847.4334 yu M(Anv,AU RvMrt W.Tnm�PEEN. NJ,p M113341 `N #GE3209 NY-N0209921 "'.*M384 MpT I E R%/T%KATIRFN-9C0-IOAI 13'J FT.4 t/B 1&J1E CT 12237, PA-p0 1412 p'MpT1 p R%/Tx T% 130 Fl.i t/B' 3 BLLE A A Q s zw p nor ,E 1. T/b^ I sReEr+ w 0 ....mow O'Mpi ED R4T% — — T% I3l'R.S l/B" D pRE➢1 F i N I N .— Q fEID I51RNIMB M. 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TW TEST BEbllb THE FAFERYgtK WTI TIE VAR10Y UTLITr COMPNIB3.LN EN 61G METAL LLAO CABLE PJG RANINYL LW.dIDE P.n. ROX 1 P IIM M BLESMOAL RETAILERS NNHE M RITIE NARER. SIEN T THE AINSWIEST FOR UTILITY RELATES Q£STIpS. IF TEMPORARY HS ...SILF i ME E RA Rlblp ALLMINM POFEI 15 RFaxREo Au TES,A /f -xAL B-17 a LOpb SHALL BE Ap«ERES I SONTAST rCmO PL5 HIBEI lla TO MAKINS MOP MMN plsT IT. FArEL R55 RIaD sKVNIZED STEEL HAZLET,NEW JERSEY Y7Y0 TET4JRPRY PLYER F/MIELTWs. TEI_ 732.888.6210 5.¢1EPl1a£.PR 'M A 2'f/.FIWIT WITH A]B FAIR a23.T.WRE.CABLE a 22SEE3ES BTTiB2K/BLKK LR EOIAL BT WF MEATIER GPgiF FAO'.]32.847.4334 �IMCGMFELO I FPpI HT GgAAMITIB I S GABIIET TO TIE MAIX D LEH TId MIM. FROM THE FFG CABINET TO lHE BTB FOOVILE,4qv. AIN %rONY PpHT RI.s FL-C IN (90 R 15F STSPFJ 90 SF LENGTH WITH 9HOST FIXHt ORS LRIMPEp ON Q c ENS. IaTx MT�RIinU,AIA Rcbert W,Tcma F0. THE MAIx peMARGATON POINT F'BE FOR THE IN HA.iFUE NT SF M19E AND TINE HOST AWLNi GF PROTE TB-F FLR LOST sAVII44s,A NJ # ZZii � .p GE 16209 LI6aER GBMRLATON PgvT MAY BE SFESIFIED N MATgL srSM'BIILDIX55 WITI THE AFPRP/AL OF THE TELEFINIE CQ4NT. FOR NB'1 NI #A111395 -#0]5389 T£LEMIE SERVISE5 IN Ny M-3 BE PRO' M A 4-C,SHMIT W TH A EI M INE FROM THE SPECIFIES UTILITY fNI TO THE IpLAlIM OF THE NEW NY b 028992.1 CT-k 123T5 OMARLATIpI POINT. PA-4 M1412 ♦.fglpllT PORING. THE RLVTINB OF THE LGI611115«ALL BE..1 THE EASIEST.MSS'FRAGnSAL PET.FEB U5ED III IWA TINA THE BAGGING OVNER FIND THE AEBTH C MEAL OP THE BI. BELAL5E THE NOR BEEINb p 15 N Ex1STHs sTRLGTLRE5.IT IS I IBLE TO E SIH EV9tY.NOngi EOX,LD,LGNLIT ERG,BTL.N A TYt pIMEA9IL 0-FN. IT Is FGR THIS REASON THAT THE CONTRALTDR MYr VISIT THE SITE I EFORE PLLMfINS THE SPPBIt AW V VNSTFND THE TRUE INETALUTg1 LBSTAC THAT ARE NL41R ro THAT BIRpINs, WIRER_L F N p -Gg l AHD EWIP T SHALL BE� IARE 9'U 5 gREcl£O LLE5 OTHERWISE BY THE PRLilT111 LR METFO IS Q Elk WIRING METHODS LEGEND Zp fB6MP@MMYFi Ma Y% I.6EIER PLL HIRIK N FINISIED AREAS SHALL BE GONSEALEO U LESB NOTES OTEPPYSB. N UNFINISHED AREAS s H A5 BASEMENTS, IpENi1FIf� pESSRIPnoH I$TITIFIFR pESLR R ON ' MECMNI AL R ,ELECTMILAI LLaSETS,ETC.AR E Rplfep ON INS 5«ALL B TIE NTE!tl R%PEACE. I YURI145 SHIL BE R IS SIN TIE Pxn+ THE EN LDIN6 VMLESs sPELIFICALLY NOTES. ALL RESTRESTAXD LW W.ELEOmIO GCDES ENA M ADNERED TO. ALL E— ExIFINL ELSCm S vTFn TEIHMNE N .T�ENI fi BE�NLLE55 o�E .I TER. 1.M m AMfY FI u. ALL SSNIAITs SMALL NAVE A MNIMLM MMFL SB T OF 24'. BRANCH Nl ITE,5«ALL __-NE— NGY E-ECTRIc --HT p CQb WTORS IN mR MISS SLHE A E 4 FVS LG4AlIT5. OPmJITS THAT ARE BhUED LNDER EARTH T1AT HAVE HEAVv TELEFItlIE VE116. MI4V�11E E STI BE ENS.IN cCxLPETE. LONCPBTE EMLASpIGfT SHALL BE 3'wWMM ALL ARpAIp AW BET✓EEH IIE HEvl V ENBNI LOMTIITS. ALL BbJF6IUSED WITH 1J LRIpIIT SWLL BE SGEGAE M wc. ALL cC16111T INSTALLED ABOVE FINISHED E STALL BE MEOmIO T I STXS VNSEENNE M ,,NE. BO PVC. RUSK TO EXCAVATION,A UTLIIY MARK d SNAIL BE L TO LWATE EXETNS NH7ER4PLNG UTILITIES. MCTLREs SHALL TELEPKAE BE TAKEN OF Al YNLSTbP0.Np W TO M VRITD AT THE FNGM.IST E ExIsrINS N6ERbRp1No 5.100A5 M✓_, <s). L µ FeeSERS ENI L IST OP wLL£p CONAA.TORS IN MT. ALL DII CIRwXS SHALL O 6T OF ELELmIL FROPERx LINE TELLER CQPA.iLRS IN EFReExcEPr IS ANE 3 MV4PE I P F L6Hn W RECEFTFC-E,OR wSLELLAIE(YJS BRAIILH 01R ITS CONGEALED ANVE'JbPEHDED LEILIIY£OR MIN MY wALLs 5«A F L 157 p tt MO METAL OCAS SABLE IF ALLOYED BY LLOE. SONNELTIO NO i— 'N"N6 TELEPHONE G ILATIpI CINH LABIIETs PND VIERATINS E IR91T 5NI CONBIST LF RA.EO GCNLULTORS IN MEXIME METALLIC LCNGIIT,MNIMM 6' LENGTH. 4. roQV LLASs F ED'P W'oR YET'LLGATg. ALL FEEpEP$ANS BRANCH CIRCUITS SHALL LON-Isr SF RA.LED v LONFAKTORS IN R65 Cd IT.LNIELTILNS TO LCMMMIGATIpI LABIISi rWp Vld[ATINS MJIPMENT BHALL Cd151 sT 6 P LLE.LWp.GTORS IN ////��/� LIMID IIHT FLEXIBLE STEEL C IIT,MNI NH 6'IN LENGTH metmPC& New York, LLC BEKruweowve MWTHORRV,NY,B63] m.NY'1312 m,pgMP5T5011 51T2 INFORMATION SPECIAL EMPHASIS, CONCERNS, AND LIMITATIONS SYMBOLS 12555 50UNE, AVENUE MATTITVGK, NY 11952 COMNUN LATIW II�NTIPI�OESGR Pf ON I$NTyFILSESCR PION DESIGN TYPE. I. THE APLNITEST yHER BE ItlTI E IMMEDIATELY L SH I DIYpVERY CF A NIL SO A OR CGPLIOT [gITRALTGR SMALL MPAFRY d SME1Y 9YUTLN gELERiALLE IpBInFr OIE oR MORE FRproFEv sGLvrlDxs M sx.ul Nor PRDCEED LNnL Eo AETlowgp. CO-LOCATION FAnEL DDARp 8 NEW unux IF L MTATOIY GN pLYNTME Q E'EGmIL MB2R LY EXITING UTILITY POLE Cem /02/ cmNDIxATE ALL DIScaXNEcnpxs ANT,EFF INrenRmLXs T P1BOm1S/A S M Ice ND 6R THE SYSTM WITH THE owER. A SL BE BHO 55t Cd/O]/C9 CF HITTEVTo THE AI0 S A MINIH5 SHALL BE• MI TO THE OWER FOR PF INTEIN THE SLMEEE GE NTE SHALL BE OMPYI BE o�-� ELEc1RILAL WIRING y.�II E S NER BEFSRE ANY NTE.IIGI 19 PENMITT EIT TO ANY ANTICIPATED IN1gaPIPTlp1 OP%E0.VILE ND SHALL BE ARROJES fTLWUNS LP) SHEET TITLE r` ELES ISAL WIRING DLBNING DOWu ELECTRICAL NOTES CGNTRALrCRS ® cOMwNEATIDxs CABINET ANp INFORMATION 1. EACH cpvTRACTDR swN.L sEcwe AND vnr FOR AIL REWIRED PewNS Np SNAu AvuxsE ALL REbIIRED IHSFEcnoNs. 3. encH fFTITRASTLR SHALL LMRDIMTE«Is FGRK W TH T«E Yl7RK(F ALL oT1ER CONIRALroRs ND ex1sTN4 ReLp(NDInoNB. o BACKNOARp SHEET NUMBER lEzEv. E— I A KEY NOTES (53mbols OO :O�,Etc/ �T� ExI6Tu6 LSC CABINET. D E S I G N ]. EtISTN6 TaTN3FGRMER G R O U P—Z 3. E ISTINO SERVICE T 11 TD ThP 121) SERVICE FROM ARC iS 1 T E C T U RE F N[ IN In In R I NG PROVIDE NEW 200A BYGA55 UTILITY P.O. BOX 3 APPROVED METER LGKET HAZLET,NEWJERSFYOAl11 TEL 732-888-6210 5, PROVIDE NEW 200A 250V,NENA 3 MSED FAX 732.847.4334 -- -Q KABLE pISLDNNELT MgMTED ON BACK �I1,: OF PTC CABINET RACK. PROVIDE(2)3WA. ucx To D'AIA RnMtt W.itrvmi4Lex 250V RISE. NJ #A[13345 NI #GE M20Q NY NO'_899T-1 I4Y *0]5189 6. NEW PTC CABINET FOR ELECTRIC AND CT M]217 TEI-W. SEE ARGXITEGNRAL DRAWIN65 IDN PA 4M1413 MOJNTIN6. "1. GROUND TO EXIETIYL TDVER G NE Q -J B. MASTER 6RLN4p BAR. CONNECT 2x2 SJLIp Q TIN 6R4JNp TINNED 6RO.W WIRD5 TO NEW RING, 9. PROVIDE NEW 4`ACID TIWME COFFER GROUND RING 16"BELOW GRADE. A fGW niRN1Ym mma F£rt 10. PROVIDE MELD I TO RMCOFFER 6RI ROD LAD VELD ANp 6pD RI. m µ n II. PROVIDE TI. TEST WELL FOR 6ROUN0 ROD. YL 12. .2 SOLID TINNED wry AND rT TD DE LGWIEL TEp TO Pp53 AND O+NERER METAL OB£G5. ROP0R > 3Ep 1ELL0 LONDUIS RONEp S M ROND RPIND. 14. FROP09FD ELECTRICAL LONWIT$RP11Ep NJDERSR0IJMD _ I etmPCS4 ^ New York,LLC 0 fiE O m•1• xw107HOOA W I oi Y,3,2 METE: CONPIIT R TINIS ON PLPNS I5 '�"�•'ORMPST$O OONOEPNAL ALNAL ROJNMI9 TO BE BASED SITE INFORMATION ON FIELD CDNDITDNS. ROOF PLAN YVIRE AND CONDUIT LEbEND 12565 SOON, AVENUE MATT IIxIT 5Cµ6 /B'.I'q• 29iV^69GALE: IH'.I'q' MATTI TUCK, NY 11952 DESCRIPTION WIRE CONDUIT 7dL- * 2DD AMP FEEDER B�13/O 4 I113G 2- DE515N TYPET (W n+.Ds-0/'� 'T ILO AMP FEEDER 34 4 PSG s' 00-LOOATION EO AMP L1.1T 5Y4 4 RER,DME 3O AMP LIRLVIT 2N10 4 PIPS 3/4--T 15 4 20 AMP CIRWIT 2.124 1.126 5/4" SHEET TITLE TELCO DEMARL TO 5EE E-1 2. ELECTRICAL PLAN B.IPMENT 5ERVICTO BT5 6RCEMp WRE P4/O 2"TROUGBINET (AEOVE 6ROINDI SHEET NUMBERTA , �-QO GRQMD WRE 2t2 TINNED 1YJNE 2 ONE LINE R15ER SCHEMATIC r�iDW 6Ros+DJ a I1XIE WA.E.NT9. 1 24i5!3ON.E.NT9. GENERAL NOTES A&A& VYIERE ICE BRI06EE AND ILE SHIELD5 ARE D E S I G N IfiED,BGND ALL P05r5 VIA Y2 S000 TINNED G R O U P- WIRE TO T1E 6RON1D RIMS. ARCHITECTURE tO 3. FOR NEW FENCE INSTALLATIpY BOND ALL F N C. I N F F R 1 N C. CORNER FENCE P05T5 FRLM GRd.MD RING TO AE,�, BOX i w Y'TYPE LELO TO FENCE POST VIA CLAMP. (THg4A5°BETTS Y2 OR APPROVED C-OUAL IIAZLET,NEW JEMEY O]]30 NnBNA A &AT ND ALL GATE Pp55 ANP OR F GATE F APFtOVERAMES WITH TEL ] 8 31 O ro xcallo RI ArTNNu a A MINIM,M OF I/O UJPPER F AND ERILO FAX'.]12 33.0 4 4 7 4. 334 _ FENCE bRIXMD N AYaEMBLIES OR D IT EOJAL. L:vIM11Trcirl�n°,AIA 0.v, W.Tnm�XL ER 3. ALL COAXIAL OABLE5 ENI BE&RONDED TO NJ°.A A]111345 `N�#GE M209 A MINSJLAMO 6RDIND BAR VIA GABLE NY 402899'-1 C, #L'E114 GRpAm KITS NEWTON INSTRUMENT COMPANY OR Ct Y 22375 EGUAL.THIS SRp.ND BAR ENALL BE LOCATED FA N W412 WIxNY./.rev .U5T EELOW THE FOINT YMERE ALL GABLES Q J�Wb ALR L I!TOGETHER AND DESLEIp OOV01 THE TOWER.T115 GR0.ND BAR SHALL BE ATTALHEO DIRECTLY TO THE TOWER VIA BEAM CLAMP 4, ALL COAXIAL GABLES LEAVING TM LOMMNILATION CABINET SMALL BE 6ROLNOED TO A NINBIL E..BAR VIA GABLE GRp.ND KITS. NEWTON INSTFWMENT(gYPANY OR E AL. MI5 6ROIR¢+BAR SHALL BE LOCATED AT THE POINT WHERE THE GABLES A [B®MNBNWSS 11 SSt Tye v,Ig� MAKE A NINETY DEGRBE BEN°OFF THE TOYER. 5. 2Y3BOLIO TINNED COPPER Cg4pJ;TOR FROM "I AIR FIr RTHE�INSULATENPE�LNADYELO TO TIE GRONJD µ 10 Oj 6. %.10 GRgMD NI CAE,✓ELOEO TO Y2 ,`OUP TINNED COFFER INSTALLED IN 8'PVC O O TEST YELLS. WS 1. 2 A WLIO LONTINI TINNED COFFER WIRE EXTERIOR 6RI R.TO BE PLACED AWAY FRLM ALL FOMPATION5 BEE 1 ANTENNA GROUNDING DETAIL SPE61F1LATIONS. "IN,xN.E.NK.. N SI NTS.. 8. N/ %X IO'COFFER-LLAO STEEL GRC)ND ROD. MORE I AN 3 OF THE ROD LENBM W5T BE BELOA TIE LOCAL FROST LINEEI . c I[r Pn LO'N'c.e1[ °R 1- —T KEY NOTE5 (SjmW I°Qi ( EtCJ metrroPC& n" New York,LLC nv rD ro1,T1 °° ° 8 a ucrunrnwlre ANTENNA. (SLXEI OA IN HTATION SEE /YWIMdIMG MY 106D1 RRA ARLNITECL DRAWINGSS FOR FLR MPlNT1145) are m.NY'1312 MAST Tanw l¢r I.m+ N ORMATION 1 3. IOAX A.UMPER. 51TE INFORMATION Ruro\ 4 COAX bROND KIT. p0 Ni'li INSTALL ON BEND CAE� IT IT IBC ASMNN D COAXIAL YY. Rx°xm ena.4m I�SHS SOUND AVENUE 3 TEST WELL DETAIL b. ANTENNA COAXIAL CABLE MATTI TUCK, NY 11952 IINIT xM.Er NTS. 24C6 xN.E:NTS. T. TO COMMINICATION CABINET. DE516N TYPE: 8. 2 BARREL NYDRN.LILPLLY COMPRESSED 6ONNELTIW PANWIT LATALOS 0 LTAP GO-LOCATION 2-2%. °moo �' 9. Va INTEGRAL GRWND C/JN0.'LTOR FROM v,re, _ _ bRr 1I KIT TO 556. w lni °xTwm d. 10. Y2�ID TINNED COFT£R 6RpJNDIHG BNO 551 I'//03/Pl W O r 12 .TOR B'MINII°1M RADIUS. SHEET TITLE M T— II. 2 BARREL HYDRNILILALLY COMPRESSEDW lA'19NCV TTT CONNECTION PANi LATPLO6 Y LTA, 2O V N D NG JII i-4c1, D T A L Rv B[vew[R°)L 1e . O NENT ANTENNA. SHEET NUMBER REV. 13. i0 MASIER 6RPMD BAR. GROUNDING ONE LINE DIAGRAM 4 GROUND ROD DETAIL E-5 A Il.n xn.E:Nrs. 2N..[b xAIE:Nn Ilxn xr,LE:Nrs. 2s,eb xuE.Nrs. .__. /A1►"MI DESIGN �I GROUPE ARCHITECTURE PTc PANEL SGHEP1lE E N L: I N t Y R 1 N C: F-O- BOX 3 6R l To BNU 200 AMP IMIN 34 cIRCUIi 120/340V IIAZLtI.NFW)FRSEY07/ rumAw Arwrar sr+awlNa Klr) 3 TEL, ]32AS8.6210 r�ayTxslrr Lxa srwaam iur SPARE BO 3 4 MONELL PG R FNX:]33.$4].4334 REGEPIAGLE 15 5 B 20 LIGHT TNT ^^.AIA s'¢iauct W iirvcfii PE T 8 SPPLE NJ-#AI 13341 NI-#GE 36309 p EBRE AG UNIT 15 NY #038991.1 NY"#OT33X4 9 10 CT-#]23M5 M I/�3'olw. a SPADE U I] SPADE PA #061413 3 M Mn (y/Pstlm eY LucENr) SPADE IS IB SPA!'E Q Urn xrt cp&t awrm pr71- B Q SPgLE 19 2 SPADE r nPwHP 31 32 Q v11R(ORGM'Ld Do zP0.No ewW UST .0 6 .NA[ir) SPARE 3334 SPADE p®M•M6MWS MTa Y% 1A TO FIFE CONNELTGR KIT MAIN CIRCUIT BREAKER RATING-]3pJJ AIG 3 AWi BLN BIWIOY TMPEEta ro ANON taivW 6RMpwIR AWrv�T AR4s m !ttP]PLGS TO 4 CONNECTION OF GABLE GROUND KIT 3 PTG PANEL 5GHEDULE IIxIT Scµ6 Nry. 3{a196 9LPLE.N9, Ilan ScµE.N.T9 34P_6—, N.TS. KEY NOTES(BymMls 0,�,Etc) 6Ro.MOINS KIr I/3'ia COAX,'NG R PLL COAXIAL GABLES LEAV1145 THE fl'I oP EANN 4 BENDINS RADIUS PER GOMFLNIGAAT CABINET 911ALL BE r,I MARFALT 116 HIT Rp K TE?NEIMO"�1rT A4ENT�L0.1 New York LLC 61FLN1p BA¢ OAB:E(PROOIDEO AI H KIT) 1OR Y3061-�(I8142(T YSpAR 2(5/5'4 X F2 N EX. TO H165 LOGKWA5NER5/.*A-EO56(INALL MOUNTING MWI110MAF NY I1MQI3 . STHu.TiED f/iM1H3 BRALKETS),AND F3013-I(5/8"-II X I'N.HG.S. _ w cDHwc.D 1111 BOLTS). m'N MF5 ^^ 09MPST5pll PAN 1 3. 2-HOLE)LIGALLY cOIMPRE55It LONG BARREL 51M INFORMATION 3-HOLE IOR5 E ING GN FOR GAN TING HE cASTIER.RS BEIYIEEN GABLE AN THE MASTER 11GG BAR TERMINAL. T10Mg5 4 a OD o e o o O 0 BEirs F5aa11eE OR EQUAL, MAIFI SOUND AVENUE O O O 3.HY DUCALLY COamRE55EO LONG MATTITUGK, NY 1195� ' BARREL 2-HOLE GROUNDING W FOR THE MAIN bRLV '.pO GGN TOR DE51&N TYPE: 5 6 II Tff MASTER GROVNp BAR TERMINAL AN THE MAI ROUND N bINS NAlx aaoA+olro Daw colw)ci 1 ELECTRODE. THOEIA5 4 BETS I54062BE GO-LOCATION GA EWAL. 4.WE'5TAINLE50 STEEL DIAHETER BOLTS TO CONNECT AROUNDIHS LU5 TO THE AROUND BHo `�SStm 06/0�/W BAR T'R I AU. 5. 31 STAINLESS 5MEL DIAMETER FLAT SHEET TITLE .5HER(TYPIOAU. G 20V ND I N 6 B.3/A'STAINLESS 5T 1-PIAMETER LOCK I I WASHER(TYPICAL. REV. T, 3/8'HEX HFAp STAINLESS STEEL.1K T SHEET NUMBER (TYPICAL GPS ANTENNA GROUNDING DETAIL 4 MASTER GROUND BAR TERMINATION DETAIL B.PROVIDE LDOKTTF THREAO LOCKER RED To E_4 A PREVENT THEFT, Ilxll SLALE.NM. 24x%SCNE.KITE. IIxIT SOALE NIB. 341(!16 SCALES NFv. APPENDIX D NPA CHECKLIST AND TOWER COMPLIANCE DOCUMENTATION EB/Consulting APPLICABILITY OF NATIONWIDE PROGRAMMATIC AGREEMENT FOR REVIEW OF EFFECTS ON HISTORIC PROPERTIES (NPA) Site type (choose one): Site I D: Site Address: E BI ❑Raw land NY7312 12585 Sound Avenue, ❑Tower colo Mattituck, New York ,. U n s i, L T I N C. NOther colo [-]Tower Replacement ❑ Enhancement of a Tower(Exclusion A) Yes❑ No ❑ Will the proposed action consist of a collocation as defined by the NPA? Yes❑ No ❑ Will the proposed action create a "substantial increase" in the size of the tower? ❑ Construction of a Replacement Tower(Exclusion B) Yes ❑ No❑ Can the proposed replacement tower be considered a "substantial increase" in height, mass,or size in relation to the existing tower located at the site? Yes❑ No ❑ Could the proposed replacement tower increase the boundaries of the owned or leased area surrounding the existing tower by more than thirty feet? Yes❑ No ❑ Will construction of the proposed replacement tower involve excavation outside of a thirty-foot radius from the edge of owned or leased area or outside existing access or utility easements? Yes❑ No❑ If the existing tower was constructed after March 16, 2001, has the tower NOT undergone Section 106 review? ❑ Construction of temporary communications tower or facility(Exclusion C) Yes ❑ No❑ Will the temporary installation involve excavation of soils? Yes ❑ No❑ Will the temporary installation be in operation for more than twenty-four months? ❑ Construction of Tower within strip mall,shopping center,or industrial park (Exclusion D)' Yes❑ No ❑ Will the proposed tower be over 200 feet in height? Yes❑ No ❑ Will the proposed tower be located in a locally designated industrial park, strip mall, or shopping center that occupies less than 100,000 square feet? Yes❑ No ❑ Is the locally designated industrial park, strip mall, or shopping center located within the boundaries of or within five hundred feet of a historic property? ❑ Construction of a Tower at or near utility transmission corridors (Exclusion E)' Yes ❑ No❑ Will the proposed tower be located outside of or beyond fifty feet of a right-of-way designated by Federal, State, local, or Tribal governments as a location for communications towers or utility transmission and distribution lines? Yes❑ No ❑ Could the proposed tower be considered a"substantial increase" in height,mass,or site in relation to existing towers or utility transmission and distribution lines located that the site? Yes❑ No ❑ Will the proposed tower be located within the boundaries of a historic property? ❑ Construction of a Tower in a SHPO/THPO permitted zone(Exclusion F) Yes❑ No❑ Will the construction of the tower occur outside of an area designated by the SHPO and/or THPO for the construction of communications towers and associated facilities? EB/Consulting ❑ Collocation of antennas on tower constructed on or before March 16, 2001 (Stipulation IIIA) Yes ❑ No ❑ Will the collocation result in a substantial increase in the size of the tower? Yes❑ No ❑ Has the FCC determined that the tower has, or potentially has, an "adverse effect" on historic properties? Yes ❑ No ❑ Is the tower pending environmental review before the FCC involving compliance w/Sec. 106? Yes❑ No❑ Has the licensee or tower owner received notification of complaint from the public, SHPO, or Council that the collocation will have an adverse effect on historic properties? ® Collocation of antennas on tower constructed after March 16, 2001 (Stipulation IVA) Yes❑ No ® Has the tower NOT undergone Section 106 review? Yes❑ No® Will the collocation result in a substantial increase in the size of the tower? Yes ❑ No® Has the FCC determined that the tower has or will have, or potentially has or will have, an "adverse effect"on historic properties? Yes❑ No® Has the licensee or tower owner received notification of complaint from the public, SHPO, or Council that the collocation will have an adverse effect on historic properties? ❑ Collocation of antennas on buildings/non-tower structures(Stipulation VA) Yes❑ No❑ Is the building/structure over 45 years old? Yes ❑ No ❑ Is the building/structure located within a historic district, or located within 250 feet of and visible from the ground level of a historic district? Yes❑ No❑ Is the building/structure a National Historic Landmark, or listed or eligible for listing on the National Register of Historic Places? Yes❑ No ❑ Has the licensee received notification of complaint from the public, SHPO, or Council that the collocation will have an adverse effect on historic properties? ❑ If my questions were answered "Yes" or if No Exclusions AWjy: The proposed telecommunications installation does not meet the criteria and stipulations set forth in the NPA. Therefore, consultation with the applicable SHPO is required in accordance with 47 CFR Part 1.1301-1.1319 of the Federal Communications Commission regulations. In addition, consultation with any Indian Tribe or NHO that attaches significance to the site or area must be completed. ® If all questions were answered "No": The telecommunications installation meets the criteria and stipulations set forth in the NPA. Therefore the telecommunications installation is recognized to have minimal or no adverse effect on historic properties,and review of the project by the applicable SHPO is not required. `However, for projects meeting Exclusions D or E, consultation with any Indian Tribe or NHO that attaches significance to the site or area must be completed. Reprwentat/ves prov/ded the answers to the abowa q estioos to EB/from both the oo//ocaWn/Xensee and the toww owner to the best of b W/r acme/knowledge and in good faith. MetroPCS New York, LLC Mr.John Christensen 201- 66-6061 August 19 2009 FCC Licensee Contact Phone number Date contacted T-Mobile Ms a Rizzi 7 - 2-87 6 October 1 009 Tower owner Contact Phone number Date contacted EBl Consulting T • •Mobile 0 0, 4 Sylvan Way,Parsippany,NJ 07054 September 25,2008 Christopher Moray MetmPCS New York LLC 5 Skyline Drive Hawil home,NY 10532 RE: Proposed co-location of telecommunications equipnreM T4Aoble She ID:U1341IS I Melm PCS New York LLC Site ID:NY 7312 Located at:12585 Sound Ave.,Matdluck,NY 11952 Latitude:40.59 26.00"Longitude:72'32'20.00' i Der Christopher: MeaaPCS New York LLC has requested to pea telemmonicall"equipment on be referenced Tower owned by T-Mebib NortlMst LLC CT-Modb-). To (write such installation in compliance with the Nationwide Programmedc Agreement for the Coloadon of Wlrelm Antennas executed by The Federal Communication Commission, the National Conference of State Historic Preservation Officers and DO Advisory Council On Historic Preaenretco(Ore Programmelle AgreemeMj,T-Aoble hereby aderowledges Oe Moving: 1. The Tower was constructed alter March 16,2001. I, 2. The mounting of the proposed antenna andlor other equipment will not result In subsWrOal increase in tie size of the tower ere defined in . Stipuisdon 1.0 of the Programmatic Agreement 3, To the Deaf of T-Mobile's lonowiedge,T4AoWe has not received notification Itet the FCC has debarmined that the Tower has an effect m one or mom historic properties,r If such an effect has been found,such effect has been found to be not adverse through a conditional no adverse effect determination,a Memoranden of Agreement,a programmatic agrerneK or the lower Is otherwise in compliance with Section 105 and Subpart B of 35 CFR Part 800. 4. To the best of T-Moble's knowledge,the Tower is not the subject of a pending environmental review or relefed pmaedlrg before the FCC involving compliance with Section 108 of the National Hletot c Preservation Act. i 5. To tie best of T-MobiWs knowledge,T-Mobile has not received notification that is FCC is In receipt of a complaint from a mertber of the public,a State Hisoric Preservation Office,or the Advisory Council On Historic Preservation tied the Tower has or will have an adverse j effed an one r more historic properties. j MeboPCS New York LLC acknowledges to T40b1a that: i A. The mounting of the ante nes on the Tower will not result In a substantial increase In the size of to Tower as defined in Stipulation LC of Ow Prognmma8c Agreement. S. To the best of MshoPCS New York LLCs knowledge,Tenant has not received wriOen or eWdmrde notification thet the FCC Is In receipt of a complaint from a m rdw of the public,a State Historic Preeervedm Office,or the Advisory Council On hIIMWIc Preservation#W the coloatlon has or will have an adverse effect on one or mare hhtete properties. Acgevdedged and Agreed To: T-Mob No hesst LLC By: By: Icto Title: Tltle:D.te: L o !Z -o Date: [a copy of this document shall have the same effect as an orWeaq g* 1, New York State Office of Parks, Recreation and Historic Preservation Historic Preservation Field Services Bureau P"YO csrnte Peebles Island, PO Box 189, Waterford, New York 12188-0189 518-237-8643 Bernadette Castro Commissioner October 16, 2003 Angela Bailey DMS Consulting Services, Inc 560 Hudson Street, Suite 3, 1"Floor Hackensack,New Jersey 07601 Re: FCC 100'Monopole&Equipment/125855 Sound Ave/Mattituck Southold, Suffolk County 03PR00788 Dear Ms.Bailey: Thank you for requesting the comments of the State Historic Preservation Office (SHPO). We have reviewed the project in accordance with Section 106 of the National Historic Preservation Act of 1966. Based upon this review,it is the SHPO's opinion that your project will have No Effect upon cultural resources in or eligible for inclusion in the National Registers of Historic Places. If further correspondence is,required regarding this project,please be sure to refer to the \ OPRHP Project Review(PR)numbar noted above. Sincerely, •,, -r�'VI ' !'��IA�Itil�' Ruth L.Pierpont Director RLP:cmp RECEIVED cl 1 1003 U-l3-c/il An Equal ODponunity/AHirrnative Action Agency DMS CONSULTING 0 prreed m recycled pamr APPENDIX E USFWS AND NYSDEC CORRESPONDENCE 01 Consuiting New York State Department of Environmental Conservation _ Division of Fish, Wildlife $ Marine Resources v New York Natural Heritage Program - 625 Broadway, Albany, New York 12233-4757 Phone: (518)402-8935 • FAX: (518)402-9027 Website:www.dec.state.ny.us May, 2009 Guidelines for Consultation with NY Natural Heritage regarding Proposed Collocations of Telecommunication Facilities on Existing Towers and Buildings Regarding reviews of the databases of the New York Natural Heritage Program for rare, endangered, or threatened species in the vicinity of proposed telecommunication equipment to be collocated on existing telecommunications towers and on existing buildings:New York Natural Heritage has no records of rare or listed species which would be of concern, and therefore does not require a consultation with NY Natural Heritage, for any communication facilities projects that meet one of three criteria below: 1)New antennae or panels on existing towers, or new communications equipment installed within existing fenced equipment areas,provided that all new work is confined within existing equipment areas, no previously undisturbed land is disturbed, and no new access roads or expansion of existing access roads is involved. 2)New or existing towers, antennae, and associated equipment installed at a location currently wholly occupied by lawn, pavement and/or gravel. 3)New or existing towers, antennae, and associated equipment installed on or in existing buildings, rooftops, billboards, or bridges, with the exception of the buildings and bridges with peregrine falcon nests listed later in this letter. For projects which meet the above criteria, we do not have any records of rare species or significant natural communities which will be of concern in relation to the proposed projects. Therefore, in these cases, separate consultation with the New York Natural Heritage Program is not necessary for a project sponsor to complete the environmental assessment required by the FCC; this letter may serve as a finding of no known impacts on state-listed species or on other rare species. This determination may be reconsidered at any time should additional information on communication facility projects or on rare species become available. Please note that neither this office, nor the NYS DEC Endangered Species Unit, need to be consulted in the future regarding communication facilities and equipment collocated on existing towers in New York State, nor for those located on buildings and bridges except for those listed below. The NYS DEC Endangered Species Unit offers this guidance regarding cellular communication facilities atop buildings in urban areas: There is not a concern with regards to peregrine falcons when new antennas or communications towers and associated equipment are r r proposed, or existing ones modified, unless they are actually on the same building o bridge that a nest is located on. Projects located in adjacent areas will not have a significant impact on this species. If the projects are proposed for construction on the same building or bridge as a nest or breeding pair,then please contact the Endangered Species Unit for further consultation at 625 Broadway, Albany,NY, 12233-4754.. For your reference,peregrine falcon nests currently occur on the following buildings and bridges in the following major urban areas: New York City buildings: • Cornell Medical College, 68' Street and York Avenue • Wall Street: 48 Wall Street at Nassau Ave., and at 55 Water Street • Riverside Church, Riverside Drive and 120`s • Met Life Building, 200 Park Avenue • Candler Building, W 42°d and Fashion Avenue (near Times Square) New York City bridges: • Verrazano Narrows, Throgs Neck, Hell Gate, Triborough, Outerbridge Crossing, Marine Parkway, Goethals, George Washington,Bayonne, Brooklyn, Broadway, Williamsburg, Park Avenue Railroad Bridge • Town of Hempstead.Nassau County: Nassau County Medical Center in East Meadow • Town of Islip. Suffolk County: Captree Island Bridge • Buffalo: Statler Building (Franklin and West Genessee Streets) and City Hall (Niagara Square) • Rochester: Marine Midland Plaza Building (Court and Chestnut Streets) and Eastman Kodak Building(State Street near Plymouth and Platt) • Syracuse: State Tower Building (South Warren Street) • Binghamton: Exchange Street • Albany: Dunn Memorial Bridge • Troy: Collar City (Route 7) Bridge • Hudson River Bridges: Tappan Zee,Newburgh-Beacon, Kingston-Rhinecliff, Mid-Hudson,Rip van Winkle, Castleton-on-Hudson, and Bear Mountain • Ogdensburg: Ogdensburg Bridge • Grand Island/Niagara Falls:North Grand Island Bridge (I-190 over Niagara River) For proposed telecommunications facilities which do not meet the above criteria, including those projects involving the construction of new towers, please submit a request to the New York Natural Heritage Program for a review of any rare or listed species in the vicinity of the proposed project. Directions for submitting a request can be found at http://www.dec.nv.gov/animals/31181.html, or can be provided by NY Natural Heritage. If you have any questions regarding these determinations, please contact our office. Communication Tower Consultation in New York Existing Communication Towers The U.S. Fish and Wildlife Service's (Service)New York Field Office recognizes that individual project review by the Service is not required under certain conditions. The Service provides the following comments in accordance with provisions of the Endangered Species Act of 1973 (ESA) (87 Stat. 884, as amended; 16 U.S.C. 1531 etseq.),the Migratory Bird Treaty Act of 1940 (MBTA) (40 Stat. 755; 16 U.S.C. 703-712), the Bald and Golden Eagle Protection Act of 1940 (16 U.S.C. 668-688d), and the National Environmental Policy Act of 1969 (83 Stat. 852; 42 U.S.C. 4321 et seq.). Migratory birds are a Federal trust resource and are protected under the MBTA. Communication towers and antennae may pose a hazard to migratory birds in flight and may pose a threat to nesting birds in the vicinity. Risk assessment factors include tower height, physical design, lighting, and site location relative to migratory corridors and bird concentration areas. The Service has determined that the following proposed actions are not likely to adversely affect Federally-listed species in New York, nor have any significant impacts on migratory birds or other trust resources: • Co-location of new equipment and antennae with an existing structure (tower,water tank, large building, etc.) where all ground disturbance occurs within previously disturbed areas and where such activities do not increase the existing height or require the addition of guy wires; • Routine maintenance of existing tower sites(e.g.,painting, antennae replacement); and Repair or replacement of existing towers and/or equipment, provided such activities do not increase the existing tower height or require the addition of guy wires. For projects that meet the above criteria, there is no need to contact this office for project review. This document may be used as an ESA determination of"not likely to adversely affect" for all Federally-listed species within New York. Updated July 2006 w SITE LICENSE AGREEMENT This Site License Agreement("SLA"),entered into this day of SEP 2 J Z009 , 200 between T-Mobile Northeast LLC, a Delaware limited liability company, hereinafter designated LICENSOR and MetroPCS New York,LLC,a Delaware limited liability company,hereinafter designated LICENSEE. 1. This SLA is a SLA as referenced in that certain Master Lease Agreement between T-MOBILE USA,INC.,as LICENSOR,and METROPCS,INC.,as LICENSEE,dated May 30,2006("MLA"). All of the terms and conditions of the MLA are incorporated herein by this reference and made a part hereof without the necessity j of repeating or attaching the MLA. In the event of a contradiction,modification or inconsistency between the terms of the MLA and this SLA,the terms of the MLA shall govern and control. Capitalized terms used in this SLA shall have the same meaning described for them in the MLA unless otherwise indicated herein. 2. Site No.and Name(if applicable): LICENSOR: LI]3411B/Mattituck LICENSEE: NY 7312/ 3. Site Address and the Land which is more particularly described in Attachment 1,attached hereto and incorporated herein: 12585 Sound Ave.,Mattituck,NY 11952 4. Site Latitude and Longitude: 400 59'26.00"Latitude / 720 32'20.00"Longitude 5. The LICENSEE Antenna Facilities to be placed on the Property and the location of the Premises are detailed in and shall be consistent with Attachment 2,attached hereto and incorporated herein. 6. The term of this SLA shall be as set forth in Paragraphs 4 and 5 of the MLA,except:No Exceptions 7. The Rent commencement date of the SLA shall be the first day of the month following the earlier of either;i) one hundred twenty (120)days after full execution of this SLA; or(ii)the receipt by LICENSEE of written notice from LICENSOR of a Notice to Proceed permitting LICENSEE to commence construction S. The Rent for the first year of the initial term of this SLA shall be at an annual rental o to be paid in equal monthly installments on the first day of the month,in advance,to LICENSOR at the following address:PO Box 70870,CM 9762,St Paul,MN 55170 or to such other person, firm or place as the LICENSOR may, from time to time,designate in writing at least j thirty (30) days in advance of any rental payment date. All Rent checks shall have LICENSOR's site number clearly written on the face of the check. 9. If the Property is subject to a prime lease,license or other such agreement affecting LICENSOR's interest of the Property,a copy of such agreement is attached hereto as Attachment 3.If consent is required from Owner, it shall be attached hereto and incorporated herein as Attachment 4. 10. LICENSOR Contact for Emergency: NOC:(888)662-4662 11. LICENSEE Contact for Emergency: NOC:(866)672-6727 12. Special Provisions: None 13. Amounts, if any,to be prepaid or reimbursed by LICENSEE pursuant to Sections 6(b), 6 (c) or 6(e) of the ', MLA. Pursuant to paragra h 6(e)of the MLA, LICENSEE shall pay an additional fee in the amount ofm each month to LICENSOR along with Rent, as a pass through of revenue sharing due to the Owner as specified in Paragraph 4 of the Prime Lease. This amount shall be subject to the same annual increases as Rent. T-Mobile Site Reference: L113411B/Mattituck 09102/09;Page I MetroPCS Site Reference: NY 7312/ IN WITNESS WHEREOF, the parties hereto have set their hands and affixed their respective seals the day and year first above written. LICENSOR: T-Mobile Northeast LLC a Delaware ited liab' Company J� BY: WITNESS PRINTNAME: AIIanTantillo TITLE: Director erAssetMa n ement DATE: W _ LICENSEE: MetroPCS New York,LLC a Delaware limited liability company BY: WITNESS PRINTNAME: -1— Bell-fe-Dan 01metti TITLE: DATE: ATTACHMENTS: Attachment 1: Legal Description of the Land Attachment 2: Plans and Specifications Attachment 3: Prime Lease Attachment 4: Owner's Consent T-Mobile Site Reference: L11341 IB/Mattituck 09/02/09;Page 2 MetroPCS Site Reference: NY 7312/ STATE OF WASHINGTON ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Allan Tantillo is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the Director-Tower Asset Mananeement of T-Mobile Northeast LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: SC`f u J 2009 `\44\\a'ri\ttt{55itrit rr .�' ''i Notary Public d Print Name My commission expires iof` q4 vmiy'" L%G h SHIVI t 1(Use this space or notary stamp/seal) STATE OF /v t ) ss. COUNTY OF S' CA Ske- ) I certify that 1 know or have satisfactory evidence that c)tR.L y 0e,I I is the person who appeared before me,and said person acknowledged that he/she signed s instrumT,on oath stated that he/she was authorized to execute the instrument and acknowledged it as the //� ° lG/cam of MetroPCS New York,LLC to be the free and voluntary act of such party for the uses and purposes mentioned In the instrument. r Dated: 'q/C l Oc Notary Public Print Name My commission expires DIANE LAVELLE NOTARY PUBLIC,State Of New York No.01LA6027870 Qualified In Wastohe,ter County COn11T11SSI0n Expires July 19,20 3 (Use this space for notary stamp/sea)) T-Mobile Site Reference: L11341113/Mattituck 09/02/09;Page 3 MetroPCS Site Reference: NY 7312/ ATTACHMENT LEGAL DESCRIPTION OF LAND to the SLA dated Ji=.N P 5 M9 200, by and between T-Mobile Northeast LLC, as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. Legal Description of Land is described as follows: Swtiva Ilt,Nock 3,Lot 3 g.rOl,37,3g&20 Pi}AlgL. aeglfdi3td,at k ;o4; Alm t ast m ,.. noxthrriJ s o 214141 t as hWtlta,gb 4tfe fo ettr o9m•r er,l•rA of tkaa P a lo$ 1 sm"I t¢aatlirl C of•tM Abemleeb b»L43n of ae pine d6 }�dts td'1'ats'bel ZI= d rtttating'almg se14 land of 1atPX'Pk ft� ZRIF4 1=.yq g• f7.�>•■st o,dtoaarat4 ava,aseaa i bnp � dii .bLC i b 31r`6hif - }° thNtae a]na ea16 hull trsLhe �Ml�t 4�'`t3XtlSe Sri t'b r 4.• bt}? E. 7Re:b'1 royo�gy Rt¢.k:Tl4t lbridh aQ:'or t.7oIDos E, ltubot t]1LTtis h$ bsi -f ek tied! �Jatdt E. tt mbe two rbdurYtlg,:¢e fg11 *%ft'? �, .-l142, tlen'abrbM.itAhfinen'j'tbanW t8) tt, 4 d ••$4:1 fati to a nil >y`JLI%:tet15'!'iltettdi t�th�'lmdt aryl' BelLaad.Coapava two 'PCg46ibe` as ro11da8 ro,til'a �-tt/ Mot2i; et-tA a tall [atigWavaiJ b3wdoay($�'oe asa r :tr( 7Q•R raet S■ s tatl mc.wtant a■e;ibt''an3d nar6baii�ry ling vT $0 6.aafvds to t 1 (ho me y rt to along tdrhboklY Litt oCg a5xd AVanue �9"4d° J$t 8. 61•de itna MOM •[ 9 'at a Point pa jp4 3 MAda at Eaoilt n a orkar ku p4entw Pry };;..R1I�•■d7'1BC root ad theT��ut•� M6�?J,FP i4s of Tate ions asi6 the tap eM o tv}, -F x�azEhaaet aumor at'yxealoto Y[9Mtay ro }.,¢ 41td p.�ag4ing tb:ays in d aoutharl dir44tion a 40 • 1W bri lbmrl7 of Baakins 's a ht+.ysrplial-xi tb}:.att��stt�a�r3/3lpo•ot bvr rm,e i2a feet( thu¢ae Aontlnvin8 U.I<-fobtMr} dit otia6 a1mg lord. non or faaatr}7 s f,paaYt}.]an.bo.. 6 stPx 6y� ;oiabai7 or Tuttiu; ahem* rtim"a to a tests' Aeft on R{ARgg o d gar or or Iy o{ Kao111tt•" to'a liA�-P t'al�e1 b}th t paatar of the main traok of the TAR$ Ulptd loot alE ftogb u'fast to the i e1a1oaatt(�r lyyarde of ipYeLentt -- fzPtngF t y thbrIT drt to aC cr. the arnt•r of t5O said malt tnaf of the t atg:lslend #plJ<ro#df somas rue- 'atn$ ht an was Cr1y,ilFaotton P�ott8 told oaAts3a:Oj'.-the m. seat of Cho-Tong falanfl Ri3lroad oDlt4 gt ,f■o4,{;}ow$ to land W. or tbrnarl7 of ifipeg3�;bttebee raixptPg f{t,■ Irastl 63rsatica a`..oanngg acid len na"or faswtrl�,'LC`X�g41 PtattL �`7Mt1 thtnes i¢mingg S d no«WePRT[[1se44 47fr iR3S.• Pr ar fermrlf or.lrfnde fn n a"LW,s.yyaerrpp13t1 41 C,'f 0. MC■ 6 of tare Lao 7gd toot to the fa4tti blT aLda1R .. Yhaatltho"s'r Lo sn a aeatsr3q dirroti4P alp($_ tm ' A. Us W tdoj tPrjrit;;,Pti7{t0.1 ':' riApeJ.rllib aagirRldgg•'at a JWyaeo naeo sa bs¢iloo snoT¢h aa}Mxrniyst hkeT f1 hartl4u aLtR.W imH laa}p�t�4f,ittiv t�•vP9l fmm a}-Erp�d 4or}tP�>iJAf att.1�S-1 im�StbajRleraeatscttb iel:l,a 2i: .%W +•n"'of nor of sold Jaraf llst;l•,; ..,.-,,;f.>.. , :. . •••.. the tans Wood onll.nodt thtass.sostdrl7 h7 and almg Sane of at. I=# Island Wlsoad.vlo faott met'b or i;oa• 19 ro 93d diteh tht¢ho-southorly by■bd alan6 atd pllditah ear raab. Fm or lass, to the atoraealS highra7l thsnaa'Cts4axly bT and aloe$ tea afacoa¢!.d highway 430,;fas t aars-oi- 0, a.tha aalat or plson of tdgialt{ng 7 T-Mobile Site Reference: L113411B/Manituck 09/02/09;Page 4 MetroPCS Site Reference: NY 73121 ATTACHMENT PLANS AND SPECIFICATIONS (including description of the antenna location,and location of ground equipment on the ground portion of the Premises) to the SLA dated SEP 2 5 Mg 200,by and between T-Mobile Northeast LLC,as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. Proposed Equipment is defined below and Plans and Specifications are attached hereto. Number of Antennas: Three(3)flush mounted to the vole Antenna Manufacturer and Type-Number: Kathrein 800.1MU Weight and Dimension of Antenna(s)(L x W x D):: 17.6 lbs.54.1"x 6.1"x 2.7"(each) Number of Transmission Lines: Six(6)running inside pole shaft Transmission Line Mfr.and Type No.: Andrew FXL780 Diameter and Length of Transmission Line: 7/8";95'+/- Location of Antenna(s)on Tower(Approved RAD Center): Seventy Five Feet(75') Direction of Radiation(Azimuth): 30/150/270 Dimensions of LICENSEE Ground Space: 10'x 16' Frequencies/Mror.Power Output: Tx:2130-2140 MHz Rx: 1730-1740 MHz 16 Watts # MW Dish diameter/Mfr.&modeI / approved RAD Center: N/A Additional Equipment(if any)to be placed on Tower: Three(3)TMAs (incl.RAD center,make,model,weight&dimensions) Andrew ETW200VS12UB Seventy Five Feet(75') 1 I lbs,6.3"x 3.1"(each) Notes: 1. The plans and specifications attached hereto are provided as SLA attachments only. Approved Final Construction drawings are required prior to commencement of construction, Actual "as built" drawings shall be attached and incorporated herein at the time of completion of construction. 2. This Attachment is to include any plans for routing tines,utility wires,etc.on or across the Land. 3. Frequency and Power Output information is provided for purposes of monitoring compliance with the interference sections only. T-Mobile Site Reference: LI 1341IB/Mattituck 09/02/09;Page 5 MetroPCS Site Reference! NY 7312/ APPROVED E PROPOSED EIELTRIL FROM NEW METER t DISLONN"cL APPROVED AFFROXIMATE PROPOSED 6ROkND RING `X=� ByJACKIE DONAHUE at 1T:50 am,ApF30,2009 51M LOCATION y.. ©- PROPOSED TELCO FROM EXISYN6 C`L CABINET / / TO NEW EQUIPMENT / / A w �n° . KEY PLAN 2 SCALE:NOT TO SCALE II (R r' CXISTIN6 BUILDING(TYR) \, \ -PROPOSED METRO PL5 BOUIPMENT \ CABINETS(TYP.OF 4)MOUNTED ON \, / \ STEEL RAILS ANCHORED TO NEUK // \ CONCRETE SLAB(ISO'.1,1 FT IO T\ LEASE AREA)(SEE LE-5 FOR DETAILS) � A \ EXISTING IDO'FLAG POLE i �L :4•d EXI51I116 BUILDIN6(TYP) PARTIAL SITE PLAN ' SCALE I".50'-0" NOTE: I. LEASE EXHIett5 SUBMITTED ARE A CONCEPTUAL DESIGN OF THE LEASE AGREEMENT ONLY.ACTUAL DE516N A51T D ARCNrtECTURAL/EIGPEERING CONSTRICTION DOOtaTS MAY VARY TO # DATE ATE:04/I4/09 DESCRIPTION BY COMPLY WITH ALL BUILDING CODES AND ANY WFORESEEN CONDITIONS. 2,THE RFORTIATM SHOU4 15 TAKEN FROM A TAPE SURVEY PERFOR'ED BY RHE MTM DESIGN GROUP INK "DMINi THE SITE V151T. 3.LOCATION SHOUN 15 APPRCIMMATE.FINAL LOCATION 6HALL BE DETERINED N THE DE5G PHA5E, 4'24/ T ACCESS 15 RE➢ISED FOR 6ERNCE TECHNICIAN 5,CONSTRUCTION DRAWING SW-Off BY OINER SHALL SUF'ER5EOE LEASE EXHIBIT. 6.ELECTRIC AND FIBER SERVICES SHALL BE CONFIRMED PROR TO CONSTRUCTION DOCUMENT PHASE. A I 04/15/Ml SUeMITT D FOR APPROVAL BHIo A�� „ : KEY PLAN 4 SITE PLAN 12585 SOUND AVENUE DESIGN`' 0.1M GROUP= metroPCS o 2585 SOUND AVENUE LE - 1 ARCHITECTt 111 e N L I N E E u 1 N G NEW PORK LLC MATTITUGK, NY 11952 KIlT.!,flVjEASGYT.W ,pp Np DRNYm GEGKEP 5, SITE WA ,..,,11.r a,TO141,n. OBMP8TS011 BHo I SSt NY1312 I APPROVED By JACKIE DONAHUE at 11:51 am,Apr 30, 2009 FXIS IN6 ANTENNAS(BY OTHERS) TOP OF EXISTING FLAG POLE— CENTER OF PROP,METRO PCs ANTEN'A5_A_ 3'-0'}ABOVE GRADE �Y 7 (3)Ka So threln o-101 4 antennas PROPOSED METRO P65 ANTENNA(TYP ( 6)7/8"lines inside Pole OF I PER SECTOR,B TOTAL)MOUNTED I PROPOSED RP TRANSPARENT RADOME OUTSIDE EXI5TIN6 FLAGPOLE AROMD PROP05ED ANTENNAS EXI5TIN6 100'FLA6 POLE-- - Radomes to be positioned to allow flag trucking to operate successfully I PROPOSED METRO PC5 6P5 ANTENNA MOUNTED TO CABLE SRID6E'a1PPORT POST EXIS,TN6 656 CABINET I PROP05M METRO P05 WAXIAL 1 CABLES ROUTED ALONG HEN CABLE BRIDGE TO EXI5TIN6 MONOPOLE(USE EXISTING PORT) PROPOSED METRO PCS EQUIPMENT CABINETS(TYP.OF 4)MONIED ON STEEL RAIL5 ANCHORED TO HEN CONCRETE SLAB V PROPOSED METRO PCS PTO ' CABINET ON SVPPORT POST PROP05ED METRO PCS I NORk LIGHT EX15TING EQUIPMENT EXI5TIN6 5'-0"FENCE (BY OTHERS) APPROXIMATE GRADE PROPOSED 1&-0'a W-O' CONCRETE SLAB 060'SO FT LEASE AREA)METRO PCS AREA # DATE DE5ORIPTION BY I 50UTHWEST ELEVATION SCALE:I/16"=1'-0" A 04/15/05 SUBMITTED FOR APPROVAL B[4o mv� 12555 SOUND AVENUE DESIGNS I G R (D U P`_ metroPCS® 12585 SOUND AVENUE L E " 2 RC H ITECTL RG E M G I M F.F. R I N G KW YORK LLO MATTITUOK, NY IIS52 iu'zui.i<ewleurronw y�ru: �Ruw sr: ereerrD er: are�: ObMIFST60111 5Ho I SSt NY1312 APPROVED (�=PROPOSED ELECTRIC FROM NEW METER 4 DISCONNECT EA5TIN6 DOUBLE GATE — -By JACKIE DONAHUE of 11:51 am,Apr 30, 2009 ©=PROPOSED GROUND RING PROPOSED METRO PC5 PTO \ ROP05=PROPOSED TELCO FROM L ON SORT FRAME M EXISTING PROPOSED METRO PC5 L^z`,CABINET TO NEW ECUIFMEM WORK LIGHT � © p EXI5TIN5 6'-V FENCE •"Y,' EXI5TING TRANSFORMER PROPOSED CONCRETE SLAB 060 50 FT LEASE AREA)METRO P65 AREA ro I iI EXI5TIN6 0%CABINET OF OF I PE PER S METRO PL5 ANTENNA MP SECTOR,B TOTAL)MOUNTED I 4 OUTSIDE EXISTING FLAGPOLE PROPOSED METRO PC5 EQUIPMENT CABINETS(TYP,OF 4)MOUNTED ON 1 STEEL RAILS ANCHORED TO NEW CONCRETE SLAB I. PROP06M METRO P65 COAXIAL GABLES ROUTED ALONG PEW CABLE :fl FIT BRIDGE TO EXISTINS MONOPOLE N5E EXISTING PORT) JMT&NA FD METRO PL5 ABL MOUNTED TO CABLEIDGE SUPPORT P05T Q PROPOSED RP TRANSPARENT RADOME AROUND PROPOSED ANTENNAS \\ GAMMA I _ SECTOR I\ 1 ! � 40' ALPHA SECTOR EX15TING 100'FLAG POLE BETA SECTOR EXISTING EQUIPMENT Or OTHERS) DATE �SGRIPTON BY (-,EQUIPMENT PLAN SCALE:3/I6"•1'-0" A 04/15/09 SUE3MITTED FOR APPROVAL BHo EQUIPMENT PLAN �e�cT 12585 SOUND AVENUE DESIGN`S AR R O U Pf AecB metroPCS® worms 12585 SOUND AVENUE LE - 3 r M c I N rN e P R I M e NEW YCPK LLC MATTITUGK, NY WB52 i;zu.�nvTii:ores, .uG N�: oanrx Gr: cxexfv Gr: slTe N>: 55t NY13)2 ATTACHMENT PRIME LEASE to the SLA dated SEP 2, 120u9 200_, by and between T-Mobile Northeast LLC, as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. The Prime Lease is attached hereto. T-Mobile Site Reference: LI13411B/Mattituck 09102/09;Page 6 MetroPCS Site Reference: NY 7312/ SITE LEASE WITH OPTION THIS SITE LEASE WITH OPTION(this"Lease")is by and between George L.Penny,Inc. ("Landlord")and. Omnipomt Facilities Network 2,LLC,a Delaware Limited Liability Company("Tenant"). 1. ODtiOn to Lease. (a) In consideration of the payment of (the "Option Fee")by Tenant to Landlord,Landlord hereby grants to Tenant an option to lease the use of a portion of the real property described in the attached Exhibit A(the"Property"),on the terms and conditions set forth herein(the"Option"). The Option shall be for an initial term of twelve(12)months,commencing on the Effective Date (as defined below)(the"Option Period"). The Option Period may be twelve (12) months upon written notice to Landlord and payment of the sum extended b Tensor for. additonai "Additional Option Fee")at any time prior to the end of the Option Period. (b) During the Option Period and any extension thereof, and during the term of this Lease, Landlord agrees to cooperate with Tenant in obtaining,at Tenant's expanse,all licenses and permits or authorizations required for Tenant's use of the Premises(as defined below)from all applicable government and/or regulatory entities(including,without limitation,zoning and land use authorities, and the Federal Communication Commission("FCC")("Governmental Approvals"), including appointing Tenant as agent for all land use and zoning permit applications,and landlord agrees to cooperate with and to allow Tenant,at no cost to Landlord;to obtain a title report, zoning approvals and variances, land-use permits, and Landlord expressly grants.to Tenant a right of access to the Property to perform surveys, soils tests, and other engineering.procedures or environmental investigations on the Property necessary to determine that Tenant's use of the Premises will be compatible with Tenant's engineering specifications,system design,operations and Governmental Approvals. Notwithstanding the foregoing,Tenant may not change the zoning classification of the Property without first obtaining Landlord's written consent. During the Option Period and any extension thereof,Landlord agrees that it will not interfere with Tenant's efforts to secure other licenses and permits or authorizations that relate to other property. During the Option Period and any extension thereof,Tenant may exercise the Option by so notifying Landlord in writing,at Landlord's address in accordance with Section 12 hereof. (c) If Tenant exercises the Option, then, subject to the following terns and conditions, Landlord hereby leases to Tenant the use of that portion of the Property sufficient for placement of the Antenna Facilities(as defined below),together with all necessary space and easements fm access and utilities, as generally described and depicted in the am ehed Exhibit B (collectively referred to hereinafter as the"Premises"). The Premises,located at 125855 Sound Avenue, Village of Mattituck, County of Suffolk,State of New York,comprises approximately 1,292 square feet. 2. Term. The initial term of this Lease shall be five(1)years commencing on the time of the exercise of the Option (the"Commencement Date"),and terminating at midnight on the last day of the initial term(the"Initial Term"). 3. Permitted Use. The Premises may be used by Tenant for the transmission and reception of radio communication signals and for the construction,installation,operation,maintenance,repair,removal or replacement of related facilities,tower and base,antennas,microwave dishes,equipment shelters and/or cabinets and related activities. 4. ReW. Tenant shall pay Landlord as rent, ("Rent"). 1 be payable within twenty(20)days following the Commencement Date prorated for the remainder of the month in wMch the cement Date falls and thereafter Rent will be payable monthly in advance by the fifth day of each month to George L.Pennv.I'm dlord's address specified in Section 12 below. If this Lease is terminated at a time other than on the last day of a month,Rents rotated as of the date of termination for any reason (other than a default by Tenant)and all prepaid Rent shall be immediately re to Tenant.. ,' 5. Renewal. Tenant shall have the right to extend this Lease a(5)additional,five-year terms(each a"Renewal shall be an die nine te and conditions as set fort 'n,except that Rent shall be increased by Wig This Lease shall autorratical y for each successive Renewal Term unless Tenant notifies Landlord,in writing,of Tenant's intention not to renew this Lease,at (60)days prior to - the expiration of the Initial Terra or any Renewal Term If Tenant shall remain in possession of the Premises at 'ration of this Lease or any Renewal Term without a written agreement,such tenancy shall be deemed a month-to-month tenancy un e same terms and conditions of this Lease. 6. Interference. Tenant shall not use the Premises in any way which interferes with the use of the Property by Landlord,or lessees or licensees of Landlord with rights in the Property prior in time to Tenant's(subject to Tenant's rights under this Lease, including, without limitation, non-interference). Similarly, Landlord shall not use, nor shall Landlord permit its lessees, licensees, employees, invitees or agents to use, any portion Of the Property in any way which interferes with the operations of Tenant. Such interference shall be deemed a material breach by the interfering party, who shall, upon written Sire Namacr Lr-13-411•13 - I vast.TO-2-e1 Sim Nmia, MaSIRMI, Marken NYBTA I j notice from the other, be responsible for terminating said interference. in the event any such interference does not cease promptly,the parties acknowledge that continuing interference may cause irreparable injury and,therefore,the injured party shalt have the right, in addition to any other rights that it may have at law or In equity, to bring a court action to enjoin such interference or to terminate this Lease immediately upon written notice. 7. Improvements:Utilities:Access. (a)Tenant shall have the right,at its expense, to erect and maintain on the Premises improvements,personal property and facilities necessary to operate its communications system, including, without limitation, radio transmitting and receiving antennas,microwave dishes,tower and base,equipment shelters and/or cabinets and related cables and utility lines and a location based system, including, without limitation, anteuma(s),coaxial cable,base units and other associated equipment(collectively, the "Antenna Facilities"), as such location based system may be required by any county, state or federal agency/depanmanL Tenant shall have the right to alter, replace,expand, enhance and upgrade the Antenna Facilities at any time during the term of this Lease. Tenant shall cause all construction to occur lien-free and in compliance with all applicable laws and ordinances. Landlord acknowledges that it shall not interfere with any aspects of construction, including, without limitation, attempting to direct construction personnel as to the location of or method of installation of the Antenna Facilities and the Easements(M defined below) ("Construction Interference"). Landlord furthar acknowledges that it will be responsible for any costs and damages (including,fines and penalties) that are directly attributable to Landlord's Construction Interference. The Antenna Facilities shall remain the exclusive property of Tenant. Tenant shall have the right to remove the Antenna Facilities at any time during and upon the expiration or termination of this Lease. (b) Tenant, at its expense, may use any and all appropriate means of restricting access to the Antenna Facilities, including,without limitation,the construction of a fence. (c)Tenant shall,at Tenant's expense,keep and maintain the Antenna Facilities now or hereafter located on the Property in commercially reasonable condition and repair during the term of this Lease, normal wear and.tear and casualty excepted. Upon termination or expiration of this Lease,the Premises shall be returned to Landlord in good,usable condition,normal wear and test and casualty excepted. (d)Tenant shall have the right to install utilities, at Tenant's expense, and to improve the present utilities on the Property (including,but not limited to, the Installation of emergency power generators). Landlord agrees to use reasonable efforts in assisting Tenant to acquire necessary utility service. Tenant shall, wherever practicable, install separate meters for utilities used on the Property by Tenant. Landlord shall diligently comet any variation,interruption or failure of utility service. (a)As partial consideration for Rent paid under this Lease,Landlord hereby grants Tenant an easemenrin,under and across the Property for ingress,egress, utilities and access(including access for the purposes described in Section 1) to the Premises adequate to install and maintain utilities,which include,but are not limited to,the installation of power and telephone service cable,and to service the Premises and the Antenna Facilities at all times during the Initial Term of this Lease and any Renewal Term(collectively,the"Basemen').The Easements provided hereunder shall have the same term as this Lease. ( ant shall have 24-hours-a-day,7-days-a-week access to the Premises C'Access") at all times during the initial Term of this Lease an any eta Landlord,is employees or agents impede or deny Access to Tenant,its employees or agents,Tenant shall, without waiving an o er w or in equity,deduct,from.Rent amounts due under this Lease an amount equal to impeded or denied S. Termination. Except,as otherwise provided herein,this Lease may be terminated, without any penalty or further liability,as follows: (a)upon thirty(30)days'written notice by Landlord if Tenant fails to cure a default for payment of amounts due under this Lease within that thirty(30)day period; (b),immediately If Tenant notifies Landlord of unacceptable results of any title report.environmental or soil tests prior to Tenant's installation of the Antenna Facilities on the Premises,or if Tenant is unable to obtain,maintain,or otherwise forfeits or cancels any license(including, without limitation,an FCC license),permit or any Governmental Approval necessary to the installation and/or operation of the Antenna Facilities or Tenant's business; ( 90 days' written notice by Tenant if the Property or the Antenna Facilities are, or become unacceptable under Tenant's design or engn aeilities or the communications system to which the Antenna Facilities belong; (d)immediately upon written notice by Tenant if the rerm aalities are destroyed or damaged so as in Tenant's reasonable judgment to substantially and adversely affect the effective use of the Ans 'tes. In such event, Site Numbe, Lr-13-411•B 2 Version 10.201 Site Name: Malaludc Markel: NYBTA. all rights and obligations o as of the date of the damage or destruction,and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant If Tenant ase.then all Rent shall abate until the Premises and/or the Antenna Facilities are restored to the condition existing immediately prior to sue ction;or (e)at the time title to the Property transfers to a condemning authority,pursuant to a talcing of all or a portion of the Property sufficient in Tenant's determination to render tlhe Premises unsuitable for Tenant's use. Landlord and Tenant shall each be entitled.to pursue their own separate awards with aspect to such tatting. Sale of all or part of the Property to a purchaser with the power of eminent domain in the face of the exercise of the power shall be treated as a taking by condemnation. 9. Default and Right to Cure. Notwithstanding anything contained herein to the contrary and withoutwaiving any other rights granted to it at law or in equity,each.party shall have the right, but not the obligation,to terminate this Lease on written notice pursuant to Section 12 hereof,to take effect immediately,if the other party(i)fails to perform any covenant for a period of thirty(30)days.alter receipt of written notice thereof to cure or(ii)commits a material breach of this Lease and fails to diligently pursue such cure to its completion after sixty(60)days'written notice to the defaulting party. .10. Taxes. Landlord shall pay when due all real property taxes for the Property,including the Premises. In the event that any such real property taxes or other fees and assessments, Tenant shall have the right,but not the obligation,to pay such owe nu and deduct them from Rent amounts due under this Lease. Notwithstanding the foregoing, Tenant shall pay any personal prop _property lax or any other tax or fee which are directly attributable to the presence or installation of the Tenant's Antenna Peter lities,ua�jor so long as this Lease loss not expired of its own ternu or is not terminated by either party. Landlord hereby grants to1"de. right to challenge, whether in a Court, Administrative Proceeding,or other venue,on behalf of Landlord anNor Tenant,any per- rty or real property'tax assessments that may affect Tenant. If landlord receives notice of any personal property,or real property sment against the Landlord,which may affect Tenant and is directly attributable to Tenant's installation,Landlord shall provide tint ice of the assessment to Tenant sufficient to allow Tenant to consent to or challenge such assessment. FLrther.Landlord shall provi a ant any and all documentation.associated with the assessment and shall execute any and all documents reasonably necessary to effect the intent of this Section 10. 11. Insurance and Subrogation and Indemnification. (a)Tenant shall provide Commercial General Liability Insurance in an aggregate amount of One bLllion and no/100 dollars(31,000,000.00). Tenant may satisfy this requirement by obtaining the appropriate endorsement to any master policy of . liability insurance Tenant may maintain. (b)Landlord and Tenant hereby mutually release each other(and their successors or assigns) from liability and waive _ all right of mcovery against the other for any loss or damage covered by their respective first patty property Insurance policies for all perils insured thereunder. 'In the event of such insured loss,neither parry's insurance company shall have a subrogated claim against the other. To the extent loss or damage is not covered by their first party property insurance policies, landlord and Tenant each agree to indemnify and hold harmless the other party from and against any and all claims, damages, cost and expenses,including reasonable attorney fees,to the extent caused.by or arising out of (a) the negligent acts or omissions or willful misconduct In the operations or activities on the Property by the indemnifying party or the employees,agents,contractors, licensees,tenants and/or subtenants of the indemnifying party,or(b)a breach of any obligation of the indemnifying party under this Lease. Notwithstanding the foregoing,this indemnification shall not extend to indirect,special,incidental or consequential damages, including, without limitation,loss of profits, income or business opportunities to the indemnified party or anyone claiming through the indemnified party. The indemnifying parry's obligations under,this section are contingent upon (I) its receiving prompt written notice of any event giving rise to an obligation to indemnifying the other party and(it)the indemnified parry's granting it the right to control the defense and settlement of the same. Notwithstanding anything to the contrary in this 'Lease,the parties hereby confirm that the provisions of this section shall survive the expiration or termination of this Lease. Tenant shall not be responsible to Landlord,or any thud-party,for any claims,costs or damages(including,fines and penalties) attributable to any pre-existing violations of applicable codes,statutes or other regulations governing the Property,including the Premises. 12. Notices. All notices,requests,demands and other communications shall be in writing and are effective three(3) days after deposit in the U.S.mail,certified and postage paid,or upon receipt if personally delivered or sent by next-business-day, delivery via a nationally recognized overnight courier to the addresses set forth below. Landlord or Tenant may from time to time designate any other address for this purpose by providing written notice to the other party. Sim Namber: Lid3-011•a 3 Yerskro t0.1-01 Site Nareet Matatuek Market: NSBTA If to Tenant,to, With a cony to: Voicestream Wireless Corporation Omnipoint Facilities Network 2,LLC 12920 SE 38"i Street 360 Newark-Pompton Turnpike Bellevue,WA 98006 Wayne,New Jersey 07470 'i Aft: PCS Lease Administrator Attn:Lease Administration Manager With a copy to: Attn: Legal Dept. If to Landlord,to: With a copy to: - - George L.Penny,Inc. PO Box 2067,Grcenporl,NY 11944 13. Quiet Enigyment 11fle and Authority. Landlord covenants and warrants to Tenant that(i)Landlord has full right, power and authority to execute this Lease;(b)it has good and unencumbered title to the Property free and clear of any liens or mortgages,except those disclosed to Tenant and which will not interfere with Tenant's rights to or use of the Premises;and(ill) execution and performance of this Lease will not violate any laws, ordinances, covenants,or the provisions of any mortgage, lease;or other agreement binding on Landlord Landlord covenants that at all times during the term of this Lease;Tonant's quiet enjoyment of the Premises or any part thereof shall not be disturbed as long as Tenant is not in default beyond any applicable grace.or cure period. 14. Environmental Laws. Landlord represents that it has no knowledge of any substance, chemical or waste - (collectively, "Hazardous Substance")on the.Property that is identified as hazardous, tonic or dangerous in any applicable federal, state or local law or regulation. Landlord and Tenant shall not introduce or use any Hazardous Substance on the Property in violation of any applicable law. Landlord shall be responsible for,and shall promptly conduct any investigation and remediation as required by any applicable environmental laws,all spills or other releases of any Hazardous Substance not caused solely by Tenant,that have occurred or which may occur on the Property. Each party agrees to defend, indemnify and hold harmless the other from and against any and all administrative and judicial actions and rulings,claims,causes of action,demands and liability(collectively,"Claims")including,but not limited to,damages,costs,expenses,assessments,penalties,fines,losses, judgments and reasonable attorney fees that the indemnitee may suffer or incur due to the existence or discovery of any Hazardous Substances on the Property or the migration of any Hazardous Substance to other properties or the release of any Hazardous Substance into the environment(collectively,"Actions'),that relate to or arise from the indemnitor's activities on the Property.Landlord agrees to defend,indemnify and hold Tenant harmless from Claims resulting from Actions on the Property not caused by Landlord or Tenant prior to and during the Initial Term and any Renewal Term of this Lease. The - indemnifications in this section specifically include,without limitation,costs incurred in connection with any investigation of site conditions or any cleanup,remedial,removal or restoration work required by any governmental authority. This Section 14 shall survive the termination or expiration of this Lease. 4spignmeat Alid Subleasing. Tenant may assign this Lease and the Easements(as defined above)granted herein upon written 're to Landlord. Upon such assignment, Tenant shall be relieved of all liabilities and obligations hereunder and Landlord sh - solely to the assignee for performance under this Lease and all obligations hereunder. Tenant may sublease the Promises,upon wn otice to Landlord_ Additionally,Tenant may,upon notice to ord,mortgage or grant a security interest in this Lease and the Antenna Facilities,and may assign this Lease and the Antenna Faei n any mortgagees or holders of security interests,including their successors or assigns(collectively"Mortgagees"),provided such a"agree to be bound by the terns and provisions of this Lease. In such event, Landlord shall execute such consent to leas financing as may reasonably be required by Mortgagees. Landlord agrees to notify Tenant and Tenant's Mortgagees simulum of any default by Tenant and to give Mortgagees the same right to cure any default as Tenant or to remove any property of t or Mortgagees located on the Premises,except that the cure period for any Mortgagees shall not be less than thirty(30)days afte i t of the default notice, as provided in Section 9 of this lease. All such notices to Mortgagees shalt be sent to Mortgagees at ass specified by Tenant. Failure by Landlord to give Mortgagees such notice shall not diminish Landlord's rights against Ten but shall preserve all rights of Mortgagees to cure any default and to remove any property of Tenant or Mortgagees located Premises as provided in Section 17 of this Lease. 16. Successors and Assigns. This Lease'and the Easements granted herein shall run with the land,and shall be binding upon and inure to the benefit of the parties,their respective successors,personal representatives and assigns. 17. Waiver of Landlord'@ lien. Landlord hereby waives any and all lien rights it may have,statutory or otherwise, concerning the Antenna Facilities or any portion thereof,which shall be deemed personal property for the purposes of this lease, whether or not the same is deemed real or personal property under applicable laws,and Landlord gives Tenant and Mortgagees the right to remove all or any portion of the same from time to time, whether before or after a default under this Lease, in Tenant's and/or Mortgagee's sole discretion and without Landlord's consent. Site Number. LE-13411Z 4 Version te-Ml Site 171rc1 Mattnuck - Market, NYBTA t 18. Miscellaneous. (a)The prevailing party in any litigation arising hereunder shall be entitled to its reasonable attorneys' fees and tour costs,including appeals,if any. (b)Each party agrees to furnish to the other,within twenty(20)days after request,such truthful estoppel information as the other may reasonably request. (c)This Lease constitutes the entire agreement and understanding of the parties,and supersedes all offers,negotiations and other agreements. There are no representations or understandings of any kind not set forth herein. Any amendments to this Lease must be in writing and executed by both parties. (d), ach party agrees to cooperate with the other in executing any documents(including a Memorandum of Lease in ' substantially the Ennol-Unchod-heEM as FAWbit C necessary to protect its rights or use of the Premises- The Memorandum of Lease may be recorded in place of this EiUrbreithat4a -In the event the Property is encumbered by a mortgage or deed of crust,Landlord agrees,upon request of Tenant,to obtain and-19ffiiShio-snat a non-disturbance and attomroeut agreement for each such mortgage or deed of trust.in a form reasonably acceptable to Tenant. Tenant a insurance on its interest in the Premises. Landlord agrees to execute such documents as the title company may require in connection 1 (e)This Lease shall be construed in accordance with the laws of the state in which the Property is located. (f)If any term of this Lease is found to be void or invalid, such finding shall not affect the remaining semis of this Lease,which shall continue in full force and effect: The parties agree that if any provisions are deemed not enforceable,they shall be deemed modified to the extent necessary to make them enforceable. Any questions of particular interpretation shall not . be interpreted against the draftsman,but rather in accordance with the fair meaning thereof. No provision of this Lease will be deemed waived by either parry unless expressly waived in writing signed by the waiving party. No waiver shall be implied by delay or any other act or omission of either patty. No waiver by either parry of any provision of this Lease shall be deemed a waiver of such provision with respect to any subsequent matter relating to such provision. (g)The persons who have executed this Lease represent and warrant that they are duly authorized to execute this Lease in their individual or representative.capacity as indicated. (h)This Lease may be executed in any number of counterpart copies,each of which shall be deemed an original,but all of which together shall constitute a single instrument. habits referred to herein and any Addenda are incorporated herein for all purposes. The parties understand - and acknowledge that on o may be attached to thus Lase and the Memorandum of the Property)and Exhibit B(the Premises location within the Property), form. Accordingly,the parties agree that upon the preparation of final,more complete exhibits,Exhibits A,and/or B,as the case may e, ve been attached hereto in preliminary form, may be replaced by Tenant with such final,more complete exhibit(s). The terms o are incorporated herein for all purposes. Q)If Landlord is represented by any brokei or any other leasing agent,Landlord is responsible for all commission fee or other payment to such agent,and agrees to indemnify and hold Tenant harmless from all claims by such broker or anyone claiming through such broker. If Tenant is represented by any broker or any other leasing agent,Tenant is responsible for all commission fee or other payment to such agent, and agrees to indemnify and hold Landlord harmless from all claims by such broker or anyone claiming through such broker The effective date of this Lease is the date of execution by the last party to sign(the"Effective Date"). - LANDLORD: George L.Penny,Inc. Printed Name: �- its: Date: atte Number: Lr-13411•B 5 Version 10-2-01 Site Name: Matdtuds MaAa NYSTA - - f LANDLORD: sy: Printed Name: ` Its: Date: TENANT: O - 'ini Facilities Networ/k'2,LLC. By: Printed Name: Joseph .Walsh Its: Technical Director 7 Date: —LJ pC Approved as to form Site Number: LI-13411-8 (� Version]04.01 Sib Name: Maufwr MuA2c NYBTA ADDENDUM TO SITE LEASE WITH OPTION [Additional Terms] - In the event of conflict or inconsistency between the terms of this Addendum and this lease,the terms of the Addendum shall govern and control. All capitalized terms shall have the same meaning as in this Lease. 1.Paragraph 4 is hereby deleted in its entirety and replaced as follows: 4. ent. Tenant shall pay Landlord,as.rent, Rent shall increase on each anniversary of the Commencement Date by an amount equal to twelve(12)month period("Rent"). Rent shall be payable in advance beginning on the Commencement Date prorated for the remainder of the month in which the Commencement Date falls and thereafter Rent will be-payable monthly in advance by the fifth day of each month to Landlord at Landlord's address specified in Section 12 below.Tenant shall pay Landlord the greater of(i)an additional Five Hundred Dollars per month for each additional sublessee of Tenant or(ti)fifty percent(50%)of any rent collected from each additional sublessee of Tenant("Additional Rent!). In the event that this Lease is subleased, the sublessee shall be subject to annual Rent increases in the amount of four per cent(4%)per year. If this Lease is terminated at a - time other than on the last day of a month,Rent shall be prorated as of the date of termination for any reason other than a default by Tenant,and all prepaid Rent shall he immediately refunded to Tenant. 2.Paragraph 5 is hereby deleted in its entirety and replaced as follows: 5.Rmoyal. Tenant shall have the right to extend this Lease for five(5)additional,five-year terms('Renewal Term'). Fach Renewal Tenn shall beon the same terms and conditions as set forth herein,exc2pt that Rent shall be increased- This Lease shall automatically renew for each successive Renewal Term unless Tenant notifies Landlord,in writing,of Tenant's intention not to renew this Lease,at least sixty(60)days prior to the expiration of the initial Term or any Renewal Term..If Tenant shall remain in possession of the Premises at the expiration of this Lease or any Renewal Term without a written agreement,such tenancy shall be deemed a month-to-month tenancy under the same terms and conditions of this Lease,except Tenant shall pay Landlord 150%of the then current Rent. 3.Paragraph 7(f)is hereby deleted in its entirety and replaced as follows: 7(f)Tenant shall have 24-hours-a-day,7-days-a-week access to the Promises at all times during the Initial Term of this Lease and any Renewal Term 3.Paragraph 7(g)is hereby added as follows: (g)If any lien is filed against the Property as a direct result of the act or omission of Tenant,Tenant's agents,contractor,or employees. Tenant will cause such lien to be discharged or appropriately bonded or otherwise reasonably secured ("Secured)within sixty(60)days after notice from Landlord thereof. If Tenant fails to cause the lien to be Secured within the sixty (60) day period, then Landlord will be entitled,but not obligated to, discharge or bond the same. Tenant will indemnify and save Landlord harmiess from all liabilities and costs to the extent resulting directly from Tenant's failure to timely secure same. 4.Paragraph 8(c)is hereby deleted in its entirety and replaced as follows: 8(c)upon one hundred eighty(180)days written notice by Tenant if the Property,or the Antenna Facilities are or become unacceptable under Tenant's design or engineering specifications for its Antenna Facilities or the communications system to which the Antenna Facilities belong; 5.Paragraph B(d)is hereby deleted in its entirety and replaced as follows: 8(d)immediately upon written notice by Tenant if the Building or the Antenna Facilities are destroyed or damaged and are not covered by insurance permitting restoration of the Premises or the Antenna Facilities.In such event,all rights and obligations of the parties shall cease as of the date of the damage or destruction,and Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. If Tenant elects to continue this lease,then all Rent shall abate until the Premises and/or Antenna Facilities are restored to the condition existing immediately prior to such damage or destruction;or 6. Paragraph 8(f)is hereby added as follows: Site Number: LI.13413-B 7 Version lb-Lm Sile Name: Manmuek Market: - NYBTA (i) upon expiration or wnrimation of the Lease,Tenant shall remove the Antenna Facilities and equipment and if the same is not removed within sixty(60)days of the date of the expiration or termination of this Lease,Landlord may remove same at Tenant's expense. This provision shall survive expiration or termination of the Lease. 7.Paragraph 10 is hereby deleted.in its entirety and replaced as follows: 10. Taxes. Landlord shall pay when due all real property taxes for the Property,including the Premises. In the event that Landlord fails to pay any such real property taxes or other fees and assessments, Tenant shall have the right, but not the obligation, to pay such owed amounts and deduct them from Rent amounts due under this Lease. Notwithstanding the foregoing,Tenant shall pay any personal property tax,real property tax,or any other tax or fee which are directly allributable to the presence or installation of Tenant's Antenna Facilities,only for so long as this Lease has not expired of its own terms or is not terminated by either parry and until Tenant's equipment is removed. Landlord hereby grants to Tenant the right to challenge,whether in a Court,Administrative Proceeding,or other venue,on behalf of landlord and/or Tenant,any personal property or real property tax assessments that may affect Tenant.If Landlord receives notice of any personal property or real property tax assessment against the Landlord, which may affect Tenant and is directly attributable to Tenant's installation, Landlord shall provide timely notice of the assessment to Tenant sufficient to allow Tenant to consent to or challenge such assessment. Further, Landlord shall provide to Tenant any and all documentation associated with the assessment and shalt execute any and all documents reasonably necessary to effectuate the intent of this Section 10. -S.Paragraph 15 is hereby deleted in its entirety and replaced as follows:' 15.-Ant nutrient and Subleasing. Tenant may assign this Lease and the Easement (as defined below) granted herein upon written notice to Landlord. Upon such assignment,Tenant shall be relieved of all liabilities and obligations hereunder and Landlord shall look solely to the assignee for performance under this lease and all obligations hereunder.Tenant may sublease the Premises, upon written notice to Landlord, provided Tenant's agreement with any sublessee sball�include terms and conditions similar to this"Site Lease with Option". Tenant shall sublease only to another company in good financial standing. Additionally, Tenant may, upon notice to Landlord, mortgage-or grant a security interest in this Lease and the Antenna Facilities,and may assign this Lease and the Antenna Facilities to any mortgagees or holders of security interests,including their successors or assigns (collectively "Mortgagees"), provided such Mortgagees agree to be bound by the terms and provisions of this Lease. In such event, Landlord shall execute such consent to leasehold financing as may reasonably be required by Mortgagees. Landlord agrees to notify Tenant and Tenant's Mortgagees simultaneously of any default by Tenant and.to give Mortgagees the same right to cure any default as Tenant or to remove any property of Tenant or Mortgagees located on the Premises,except that the cure period for any Mortgagees shall not.be less than thirty(30)days after receipt of the default notice, as provided in Section 9 of this Lease. All such notices to Mortgagees shall be sent to Mortgagees at the address specified by Tenant. Failure by landlord to give Mortgagees such notice shall not diminish Landlord's rights against Tenant,but shall preserve all rights of Mortgagees to cure any default and to remove any property of Tenant or Mortgagees located on the Premises as provided in Section 17 of this Lease. 9.Paragraph I Sid)is hereby deleted in its entirety and replaced as follows: (d) Each party agrees to cooperate with the other in executing any documents necessary to protect its rights or use of the Premises.In the event the Property is encumbered by a mortgage or deed of trust,Landlord agrees to use its best efforts,upon request of Tenant,to obtain and furnish to Tenant a non disturbance and sn omment agreement for each such mortgage or deed of trust,in a form reasonably acceptable to Tenant. Tenant may obtain title insurance on its interest in the Premises. Landlord agrees to execute such documents as the title company may require in connection therewith. 10. Paragraph 18(i)is hereby deleted in its entirety and replaced as follows: (i.) All Exhibits referred to herein and any Addenda are incorporated herein for all purposes. The parties understand and acknowledge that Exhibit A(the legal description of the Property)and Exhibit B(the Premises location within the Property), may be attached to this Lease in preliminary form. Accordingly, the parties agree that upon the preparation of final, more complete exhibits,Exhibit A and/or Exhibit B,as the case may be,which may have been attached hereto in preliminary form, maybe replaced by Tenant with such final,more complete exhibit(s). The terms of all Exhibits are incorporated herein for all purposes. LANDLORD: George L.Penny,lnc. By: Sin:Number. L143411-B Version 10-2-01 sic Name Matllluck Marker. NYBTA Printed Name: --r, I"L.�t. lit-- Its: p4 Date: LANDLORD: - By: Printed Name: Its: Date: TENANT: Omnipoint Facilities Network 2,LLLCC By: .G �� Printed Name: Joseph Walsh Its: Technical Director Date: (� Sim Nm ,. LI.13411.B Version 10.2-01 Sim Namur Mannaak Market: NYBTA EXHIBIT A - Legal Description The Property is legally described as follows: . Section 141,Block 3,Lot 38.001,37,38&20 SS�� rc aaI PAI;t1$f, Y! BegSbhi88„sLi k`.•DanR�betlndnimteq;t Yet on the northerly p13ti'1yo BoliritlAtlbhtle�et dhb oubli ab'er1yY Yotnei+ oP hand of Emma P f being b1U.a116fi�bmasb,Yr� :`� ffig*��Ocg,Miaee herein de- o d aaad dili bed Pll�oel, .i Naid land Ot v.Pbetiyt :Hi 1ryryt*g0�;:g ° B,eoh*rete monwieht Yhdfi df t}tY$�15Y .ppf bgsaid otrbl}d¢PS -46t 60° E. 22or87 Pi p�ko a' pipS.. 1�h9'7!"6 6' �QQf. Jamee H. Aamboi bas a1oh8 ALneon:• l Lealib H, Rambo two g �atrt.e 7Sb"dP,g®b'a. as to lit °{4• i 8 Bd .•H4:1 at to a rail -ddibil�bY dibntibBt p bhhna tSf,U r tb1 d•1ffiilroad,aomPany two .mmimiaib) bhbntldr,Albha luuq'o '.. :06UNd}N nY tol,Sb'4iit t.+n(1);$. �+'a1168f2$'feat'to a rail: malt�eti�) t1aYi16dtiiu44a$'PkYt 'to a rail mvamsent .seb,an cid nurb lg 1Sne-of`$piei$"Avon��ae) then. along t a , nlirldiealy 1�fiY dP t�atnd Avenliei�g} 76°: se' N. 61.63 feet too the C`N PARCEL IIt Begg3SnntJpg at. pCl.111.),r",...'�� s`..po yj�q P. de of Raailt n van.. rnerly:;8�rp�sa }iYRAAp..:_ b ' 4-tgNd)'18E feet oasterly fjuj��.lie'%inbepP. pb Q}�� ON RIOS of love Lane and the aogp} �.y:e34a:'o'!; .B A I�gt11}q :IJ northeast _ Corner oP',premiePP:Amr?R,}+eta t. . IflHI14:fA in8 things In a ooutherly dirgobIon iloiigg. Q� pelt.of1.'.;piwterly of Hawkins in a lins.,pirallel efith p 0�,ttssOrl ; wof Love Lane 126 fe°tl thenae'agntinuing In_M AfiihRF.}y AyicID alaag lends now or formerly of {teaHillaq„yo.' 4 npw o „fp. ,q of dYithill; thence running luoia:lnieterly di i' • ;dn A}on R ;land pow or formerly oP Haold1lati;In a 7,ino' P a,L101 M!i'tp b *eater or the main track of the':wig Ielapd Sqi ppttabanV ;Q�¢'pflat to the ` q t'herl direct cr easterlyy aide of:Rv'-JansF tpenos1 ipg it A:A H 7 61ong thd eabterly aide of Lgv?:7+Lt}eF •ut 6p foal:tp .the center of the said maln'traak of the jdp" 31j1eS RRil,rp4¢i thew. run- ning in on.:easteFly.;diraotloa gxR. d.;oop4p}t$!if the mein trac of the.Long Islandn'Y{jd.,lraed,RAOl} �,Ep,al"a�t, 41teA to land Coon or formerly of Hipapj;thaida, '' ""la` f il'i,tr,R1i 77•AUTOotioa Alan gg said land'nosair'torinerlit ova bonfi':"C'`fRat) th*nos rusming i.n,n north9iily lreotio '.y'9- }ttlti 1tA APR or formerly or.Ylinee ip.a:�iq ¢}i' _ Mee y�. of ;,ova Loa 325 feet, to•.the,.N r}y.sidejkA bon;: 4>• . . 1.-than oe Tannin 3n A'westerly Qd" `RY. ,. hPr Avenue 60 ;,Sol; 1; - �` . -adr. .. .,.•_. - , :.»ff fir;:'. PRAOEL'IIZ t BegiT+nan'B'Ft}F vos> �raad'Ay a berreottoa of s ones er y line`,cii33ao4'forarl AY•:TFi).�i -aowoT Jamae 4111Roai Mibh�:;he'RLv?}W!aM1y�.A}°gdPgi'A" ruTm.fag than** northerly.by.,.Apd✓ala+g+Imam-Tic Prlt•,D�u pm;'14tthill, now of Bald JAmee.:pfleone;694-;A4t 'ts;rp or;1R.s$ �p, lwde of the Lang Island Railroad) thanoe'4*etet•ly byy and along lands of the-Io ig Island Railr ad.410 toeb,{,b tl' or la Ya, to an old ditch badna6l southerly by'ih5 along aeid,'o]]dd''t ditch'690 feet, more or leeei to the aforesaid,hlghvay) t;&Ace� easterly by and along the aforesaid highwfty 41Qq:fgeti-taorv'ai` ,10Yo, va,the point or place .of lid gin�iiug. - Silo Number: L1.13411.8 - - Version 10-2O1 sit.Na.: M.miW,,k Merkce NYBTA EXHIBIT B The location of the Premises within the Property(together with access and utilities) is more particularly described and depicted as follows: See attached lease exhibits by William F Collins,AlA Architects,LLP. Site Nmnber: U•13411-8 Version 10.301 Siff Neme: Mattituek _ Market NYBTA EXISTING OFFICE BUILDING. 1 ! / EXISTING RESIDENTIAL DWELLING.— / PROPOSED OMNIPOINT EQUIPMENT, / EXISTING PROPERTY LINE. �_--- 7�� U 1 �! 1 PROPOSED MOBILE COMMUNICATION EQUIPMENT COMPOUND AND O I MONOPOLE- REFER TO LE-3 FOR ENLARGED EQUIPMENT PLAN. EXISTING STORAGE BUILDING. / 1 PROPOSED 100'-0" MONOPOLE. ' EASTING'STORAGE BUILDING TO REMAIN. EXISTING OFFICE BUILDING. I EXISTING LUMBER STORAGE BUILDINGS TO Q \ REMAIN. NOTE,: �► IS FOR ILIUSTRATNE PURPOSE ONLY. 2il)RAWING EXISTING SITE APPURTENANCES SHOWN ARE BASED UPON FIELD OBSERVATIONS AND ARE SffE PLAN �� SUBJECT TO ADJUSTMENT. ALL INFORMATION IS NORTH 1 sueJEcr To vEw TcanoN. SCALE: 1"=S0' DATE: al Omnipoint NORTEL TECHNOLOGIES/GCS PROJECTS B,2"D2 Iv1ATTITUCK w��T� [OMMIINICAMONS M WILLIAM P.COLLINS.AIA DRAWN BY; OWpBl ht LEASE EXHIBIT A SC RI T S C TS.LLT E.B. k*w Toridb NN zL'C 125855 SOUND AVENUE NEW BUILD - RAW LAND SITE wraiucmura va SCALE: ATATTITUCK, NY 11952 (3) STS & (12J PANEL ANTENNAS ON NEW MONOPOLE JOB MO' 04"'°'"01� '"�z,u�Bww avB.BJawlc _ AS NOTED LI-13-411-15 02-d]56 LE-1 i I AGL h PROPOSED (12) OMNIPDINT PANEL T.O. PROPOSED MONOPOLE AND ANTENNAS. (4 PER SECTOR) -- :° PROPOSED OMNIPOINT ANTENNAS i 97'-0"t AGL h IIj ,y rk OF PROPOSED OMNIPOINT ANTENNAS NOTE• DRAWING SITE FOR URTE ANCE PURPOSE ONLY. EXISTING SITE APPURTENANCES SHOWN PRE BASEDSUBJECT UPON FIELDDJUS OBSEMENT. ALL INFORMATION AND ARE SUBJECT TO ADJUSTMENT, ALL INFORMATION IS SUBJECT TO YERIFlCATION. PROPOSED 100' HIGH MONOPOLE. - (2) PROPOSED E911 ANTENNAS FASTENED TO UNIVERSAL BI-BRACKET AND ATTACHED TO MONOPOLE 50'-O"t AGL h T.O. PROPOSED OMNIPOINT E911 ANTENNAS EXISTING BUILDING (BEYOND) PROPOSED CPS ANTENNA PROPOSED 10'X20'Xfi FASTENED TO EQUIPMENT CABINET. _ HIGH CHAINUNK FENCE ENCL05URE WITH PROPOSED SUPPORT FRAME LOCKABLE GATE TO MOUNT NEW ELEC AND - TELCO PANELS - PROPOSED ELECTRIC METER ..-———— BANK FOR (3) CARRIERS. .._ ' 6'-5'"t AGL h i T.O. PROPOSED EQUIPMENT ) _. 0'-0'AGL h PROPOSED 18" CABLE TRAY SET ON WOOD GRADE SLEEPERS TO ROUTE (24) 1-1/4" ANTENNA CABLES TO MONOPOLE. I PROPOSED LINT EON OF (T J NEW CABINETS OMNIPOINT EQUIPMENT CA81NESE MOUNTED E 1 SSGLE�F: 118`r I--OI", ``` PROPOSED 8' CONCRETE SLAB DATE: `�O]1]l]]1tO1]]t NORTEI TECHNOLOpES(IX.5 PROJECTS G,2"02 MATTITUCK COMASIRV[CATIig LNG V[LLIAM ECO LLINS.A[A DRAW �' omOpd R A S C N 1 T E C T S,LLP U.S. 125855 SOUND AVENUE NEW BUILD T- PAW LANDSITE LEASE EXHIBIT iawwocrww.v uxuxum SCKE: MARTITUCK. NY 11952 (3) STS& (12) PANEL ANTENNAS ON NEW MONOPOLE vm:w»wr maA<w+wwr AS NOTED U-13-411-8 02-4756 LE-2 1 X X PROPOSED 8'-0" LOCKABLE DOUBLE EXISTING CHAINUNK FENCE. SWING GATES. - X X X X X X a PROPOSED FENCE HIGH —— ———— ———— — PROPOSED ELECTRIC TRANSFORMER CHAINUNK FENCE COMPOlANO —I F � oA 8'xe' POURED CONCRETE PAD. . AROUND PROPOSED EQUIPMENT. K ' X S �I (2) 12'X20' PROPOSED PROPOSED ELECTRIC METER LOCATIONS FOR FUTURE BANK FOR (3) CARRIERS. CARRIERS BY OTHERS. n PROPOSED ELEC/TELCO RACK w PROPOSED CSC TELCO CABINET ON _ ",,u�A1B STRONGWELL PULL BOX. (12) PROPOSED OMNIPOINT —————— __—— DUALPOL ANTENNAS MOUNTED TO MONOPOLE AT 100' AGL. X - PROPOSED TELCO AND ELEC T/E—T/E TRENCHED TO EQUIPMENT. PROPOSED LOCATION OF (3) . X X X 77'N%I'AOj' POURED CONCRETEN SLAB. 11 PROPOSED 100'-0" MONOPOLE AND FOUNDATION PROPOSED ROUTE OF COAXIAL 72'-0" HENCE 3'-0' ANTENNA CABLES IN 18'8E ALUMINUM ' CABLE TRAY SET ON W000 SLEEPERS rE 39-0" PROPOSEDCPS ANTENNA FASTENED TOE ¢1 TO EQUIPMENT CABINET. a DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY. EXISTING SITE APPURTENANCES SHOWN ARE BASED UPON FIELD OBSERVATIONS AND ARE EQUIPMENT PLAN h SUBJECT TO ADJUSTMENT. ALL INFORMATION IS NORTH ') _ SUBJECT TO VERIFICATION.' DAM 6/2]/02 T �Omn Apoint NORTEL TECHNOLOGIES/OCS PROJECTS WICLTAM P.COLLINS,AIA nom II OPAWN BY: MAT A ITUCK ®wow P,0]EII hI n A c N 1 r F c r z c1.r 0.8. 125855 SOUND AVENUE NEW BUILD LANum D SITE Lm LEASE EZHEIIT I�1F°OYfOGO�°HA°1e'"T"Y' SCALE: MATTETUCK, NY 11952 (3) BTS k (12) PANEL ANTENNAS ON NEW MONOPOLE •'B F6 rwwpEa YnYi^ °'� •YIAYIp GG�YIb�O A$ NOTEO LI-13-411-8 02-4756 lE-3 7 [Notary block for Corporation,Partnership,Limited Liability Company] STATE OF 0em ) ss COUNTY OF S�Yh OLK- ) t7 This fnstrument was acknoyy�ledged before me ggpp l�/Dwl by &6t>"'e Z-•sa,-Awy .3'- [title] �2E6Ab ENT of CxE'04" L 6'ENN11 /dL,a R 0 Vzn(type of entity], on behalf of said [name of)entity]. Dated: 9/ m /P2 Notary Public Print Name �. 5y4E e�SSonI MMI W.BOERGESSCy My commission expires r''' [ O S N0.0115048421� Yc?4 .. 0uel61ed A16Wtolk eoun/N fkt.^.aicaicc Esrira 8/,�%lO� (Use this space for notary stamp/seal) [Notary block far Individual) STATE OF ) ss. COUNTY OF ) This instrument was acknowledged before me on by i Dated: Notary Public Print Name My commission expires (Use this space for notary stamp/seal) [Notary blockfor Tenant] STATE OF w ) )ss. COUNTYOF QA1 61`) ) 1 certify that I know or have satisfactory evidence that Joseph M.Walsh is the person who appeared before me,and said person acknowledged that he signed this instrument,on oath stated that he was authorized to execute the instrument and acknowledged it as the Technical Director of Oroupoint Facilities Network 2,LLC,a Delaware Limited Site Nomem: LI.13 411-B Vnsion 10.2-01 SR.Name: Matutuek ,- Nnrkct: NYBTA - Liability Company,to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: di' 0.� Notary Pubic Print Name y( P MCWd( 'Y My commission expires MOAN 111IM-1c OF WN am CommWon Dom I VII612U06 (Use this space for notary stamp/seal) Sile Nwtw-- 1,1-13.4MB vwion 10-2�01 She Name: Mattltack Market: NYBTA ATTACHMENT OWNER'S CONSENT to the SLA dated SEP 2 w L009 200_, by and between T-Mobile Northeast LLC, as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. Owner's Consent is attached hereto if required under the Prime Lease, T-Mobile Site Reference: LI13411B/Mattituck 09/02/09;Page 7 MetroPCS Site Reference: NY 7312/ RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: MetroPCS New York,LLC 5 Skyline Drive Hawthorne,NY 10532 Attn:Property Management Site#NY7312(Tower License) MEMORANDUM OF LICENSE to the SLA dated - 200_, by and between T-Mobile Northeast LLC, as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. This Memorandum of Site License Agreement is entered into on this_day of ,200 ("SLA Effective Date"), by and between T-Mobile Northeast LLC, a Delaware limited liability company, with an office at 12920 SE 38th St., Bellevue, WA 98006 (hereinafter referred to as "LICENSOR") and MetroPCS New York, LLC, a Delaware limited liability company, with an office at 5 Skyline Drive, Hawthorne, NY 10532 (hereinafter referred to as"LICENSEE"). 1. LICENSOR and LICENSEE entered into a Site License Agreement ("SLA") on the day of 200_, for the purpose of installing, operating and maintaining a radio communications facility and other improvements. All of the foregoing are set forth in the Site Lease Agreement. 2. The term of the SLA is for five (5) years commencing on , 200_ and ending on with four (4) successive five (5) year options to renew. If all options to renew are exercised,the term of this SLA will expire twenty-five(25)years after the SLA Effective Date (as defined in the SLA). 3. The Land is described in Attachment I annexed hereto. 4. The original copy of this SLA is held at the LICENSOR's and LICENSEE's addresses set forth above. IN WITNESS WHEREOF, the parties have executed this Memorandum of Site License Agreement as of the day and year first above written. LICENSOR: LICENSEE: T-Mobile Northeast LLC MetroPCS New York,LLC a Delaware limited liability company a Delaware limited liability company By: By; (Signature) (Signature) AIIan Tantillo (Print) (Print) Title: Director,Tower Asset Manangement Title: Date: Date: T-Mobile Site Reference: L113411B/Mattituck 09/02/09;Page 8 MetroPCS Site Reference: NY 7312/ STATE OF WASHINGTON ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Allan Tantillo is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the Director.Tower Asset Mananeement of T-Mobile Northeast LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Notary Public Print Name My commission expires (Use this space for notary stamp/seal) STATE OF ) ss. COUNTY OF ) I certify that 1 know or have satisfactory evidence that is the person who appeared before me,and said person acknowledged that he/she signed this instrument,on oath stated that he/she was authorized to execute the instrument and acknowledged it as the of MetroPCS New York,LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: Notary Public Print Name My commission expires (Use this space for notary stamp/seal) T-Mobile Site Reference: LI13411B/Mauituck 09/02/09;Page 9 MetroPCS Site Reference: NY 7312/ MEMORANDUM OF LICENSE ATTACHMENTI LEGAL DESCRIPTION OF LAND Legal Description of Land is described as follows: Scouoa tll,Block 3,Lot 39.601,17.38&20 Y' PANEL gsgihhiA et tl mnd t set as the rl7 s abnd Ab4nW-Rb Hte he�yy.5atir aomlr af,iasA of of Epw P 1 biing ohs kq {teeah.rlSf iP1 iE of ht»,Pramisaa land no- aabaduea6 a¢Sd a of $ Yk:ayt St'lg' ry!`,pg �y/a,,Qg •4.:;ank°ho;a ano, .1m Sold E Bat 'ar .LBq !es bt t L°�tn{$� .4$1 n]eng said ].an1!-et SY.e qn�4 bt-14M INS 'n j48•�•a6t'so? f. E8o:g7 tietl 6o�r.ylgeWAL, Q,hPtF 6 "{1 f!Y�gt 'Taxes a. main) k}yf as aleb8 akf0. hppyR' o3lt tY t�f 7Zk a. 14maa 'n+o .'orSg13tliTftr'r(!'r'dr`aE R. a84d0i 1tY7,p-re¢b-.tn..o__..... dgt6l<l;4o kahunm4bTa6{llhbi (Ej'41't�gr .1 sE.-64:1 root to a rail ractffiepbl:thlddd SCfig•landr Lattli Y,t3InA }YSLrosd,0ooaa too eb1[iyee1 u fello'tlb``"+•(SI � gw OEi 111 E0at to oat to rail wyutm j 4hadw�81 81 f5 ggtztlfht4s8�feet 1 th tq a taus m¢ao!& ,ast, anfd n6LklaPBlf Sine et 6pW@ tvenq@anes aunt aaA ndi.6hi lY liah qt SZsrA AvagWls'6�"�E° "JAt N� 67..53 frieL to Me �QoEAu;of begimling•L•. :3: .. Pf7WRL lI+ 8Y1 gat a 9glitt e ! aids oi' lea a AW q P o S 1•:A^id7 fBtam Paat easterly tui�' '' ,,labe}.g0 �t ¢•a }` a14a, Lean n, khe Stu iaai,17 sia of Pq.IIA., narthewt ontttnr at'Sramiwp(Sar•.q>forpq�; (1 9hR.i" A tbwea 1rs a pmt$er17 a ire, on ►1mg p + ast t¢ipsrl7 or aaw'i[Sna Sa ¢ 1Sne..parpi3a1 R141i'tEj;, Carl'if•11(t4'an #I Ie,w nm or So ttmeae'ptmtiaWgi S.0a.�.ttl�pptlJue ne b 63rgltlaa along lands th¢a4e zunnirg*13i �ljohCaslyyASis_-.plaa3mg ie7'. iwta p,vmru:i formerly o!NaoAilten in'¢ e" to�,yel r{A Et+,:amtar or tta male Er¢ok!a. tpe.I{gjg Ialogd iipt,}iq{iq/uonu i�� (pot to epa taster i9 oido or.2�gqY4.:(.apof tib getLagisline:Ht•!•4pp6Pttherl7 dirt et m- dlmg6 Ehi Oakterly:'Aida of Lao :Y+gtt0..tbaub Go fie e omt.r of for said mein ersatz of Wte LaPsp}aM R¢iliskdi th®w t•un- atng un m ¢aatorl7:Atnotlalt -p(y4d.oajit}k'a_Y+4' th! aus tma ar toe Legg Llano 7{n437oW pfigW4. � f.eb.6, P to land,»• er fomerly of ifiaapi`:taottoe-ru�i�'q !fo a xatlS� {.dli+oticn a�.ong ¢si4 lend P9r oi'taiyparl'/pf.t��/ 1dtPN#: I'p¢t1 ipsaoa awntMf Sn a aarshsAL7 atraPA �!1 ¢it3dr gar m mrbnrls of illase in ¢ Sig4''��p�p134}RS ! peL � of Tpte rind 18A teat t. W pPYbNea17 aideP� 4m� �1 umfr. !N a raaieni7 AStryW !1(ng.� a}' 6, - f ttn A'n!nw Og 1po6'FO' A;p�fi}9 g'�-c'jtl. rf�^,'. P a V a go3ntr`vxT-a ilh y�71ti¢i'¢eetlaa o: 1Las otlluvi ttlis+i P!1Q}}p}S7�m.,bNePP1 now orSptsa g3lsmt Withpit•6tixilpspfgo7K 'A: TT ru¢ t thanes aorih s17 byp and almgg,. s.{grMrl7 A,f ti7las Tl p111. now oT mud Tense.FUsem. ego, IV more � Swids'of the Long Island RaMmatdi hatan.kenterl7 uT7 utd x1mg lane of the long Island Pafl.rgad 4to reet3.tmra or n as. to ao aid iftat Itbe-mntherly br.bad .long eeld;nldj dutah Rryao teat nero or hoes to Us aformiChighrn7l thodes,etatsal7 by ore slopE ae nibi•etlaid high or itla,fists morn an, lo,¢a. to•tas Po.tnt or Plata of ueSit Lids T-Mobile Site Reference: LI13411B/Mattituck 09102/09;Page 10 MetroPCS Site Reference: NY 7312/ RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: MetroPCS New York,LLC 5 Skyline Drive Hawthorne,NY 10532 Attn:Property Management Site#NY7312(Tower License) MEMORANDUM OF LICENSE to the SLA dated SEP 2 5 2009 200_, by and between T-Mobile Northeast LLC, as LICENSOR,and MetroPCS New York,LLC,as LICENSEE. This Memorandum of Site License Agreement is entered into on this_day of SEP 2 5 ?00900 �I ("SLA Effective Date"), by and between T-Mobile Northeast LLC, a Delaware limited liability company, with an office at 12920 SE 38th St., Bellevue, WA 98006 (hereinafter referred to as "LICENSOR") and MetroPCS New York, LLC, a Delaware limited liability company, with an office at 5 Skyline Drive, Hawthorne, NY 10532 (hereinafter referred to as"LICENSEE"). 1. LICENSOR and LICENSEE entered into a Site License Agreement ("SLA") on the day of LP 2 5 4009 200 , for the purpose of installing, operating and maintaining a radio communications facility and other improvements. All of the foregoing are set forth in the Site Lease Agreement. 2. The term of the SLA is for five (5) years commencing on , 200 and ending on with four (4) successive five (5) year options to renew. If all options to renew are exercised,the term of this SLA will expire twenty-five(25)years after the SLA Effective Date (as defined in the SLA). 3. The Land is described in Attachment 1 annexed hereto. 4. The original copy of this SLA is held at the LICENSOR's and LICENSEE's addresses set forth above. IN WITNESS WHEREOF,the parties have executed this Memorandum of Site License Agreement as of the day and year first above written. LICENSOR: LICENSEE: T-Mobile Northeast LLC MetroPCS New York,LLC a Delaware limited company a Delaware limited liability company By: By: 5 (Signature) ( Allan Tantillo (Print) (Print) Title: Director,Tower Asset Manangement Title: g Re" for nan etti Date: SEP 2 5 2009 Date: �� T-Mobile Site Reference: L11341 iB/Mattituck 09/02/09;Page 8 MetroPCS Site Reference: NY 7312/ STATE OF WASHINGTON ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Allan Tamillo is the person who appeared before me, and said person acknowledged that he/she signed this instrument, on oath stated that he/she was authorized to execute the instrument and acknowledged it as the Director.Tower Asset Mananeement of T-Mobile Northeast LLC to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: SEP 2 J 2009 ' q�:=:�:Sat(?yr";�S•y�'ryr Notary Public Print Name "V r My commission expires tier<?'�rr6ar !le'3.13 aa�:: (Use this space or notary stamp/seal) STATE OF k ) � �f )ss. COUNTY OF ) I certify that I know or have satisfactory evidence that_�r��-C ,a� is the person who appeared before me,and said person acknowledged that he/she signed this instrumen ,on oath stated that he/she was authorized to execute the instrument and acknowledged it as the. of MetroPCS New York,LLC to be the free and voluntary act of such party for the uses and purp instrument, oses mentioned in the Dated: Notary Public Print Name My commission expires DIANE LAVELLE NOTARY Pi IBUC, State Of New York No.01LA6027870 Qualified In V:'estchestarCounty (Use this space for notary stamp/seal) Commission Expires July 19,20L3 T-Mobile Site Reference: L113411 B/Mattituck 09/02109;Page 9 MetroPCS Site Reference: NY 7312 1 MEMORANDUM OF LICENSE ATTACHMENT LEGAL DESCRIPTION OF LAND Legal Description of Land is described as follows: Sotrlan lal,Dtoik 1,Lot 38.001,17,J B&20 }mgJidrlivgr�b} t mNgrY,q!mardmi t aeL tcs the n%rs Es s atnd AYtnde ¢ the eb 'hxur oom.r or;Ytrri of 1Y_9vn j tsieg Bl I}}{ymsstorl$ r e! ta+jaoa lnv. d laad an- ao tnd dbbiyd!9 Rb 3 I tbnd 8 a3vmo old land¢f >�14adryJ M�51E S Bd^ f!i 0 ¢ o.w oot alga msoldro.t lbrik,,�i¢iC.Pf .YY. 4; i�t'r bftae e7.o1. W0 tdr$hb ql ��3f b i3kkm r�117'p d 46 so on c2o.8r fNb ko a',Ylfh ttid.3lmQbi 3'k fi1lI.�F7 !'LSWrnib`1 taamte 1so t ne e3eh8 h!! lr/J.p--l+at•ko.a-_... rsd0lKtlg"a`u {y1L}Mti{3 �¢Wy dgiht'yho.Swpt�eh6'F tJiih t8�: �p¢"4a'�t g�:i fwt to a tart nyigariJtl `bPtldi..,�lddi Nbg Ndt.r ZYY1 6 1i11roaa.toaeany l %nPPd YI ae fe Y{.3•{lj g. dkv;: 1 M1 �o0t2to I V 11 t W tuiPtmM�J 4hadM gl 05 f, Yh hat to o tail 9 said, eea.,nh ssld a%i' 1' line of gppLmidd 4weilef tattoo ¢roeb to t atlr}liYbJy l3ipPY IfC gbtrrit AVequ{er8 ".rr0° 3dr V. a1t43 Csea to rho rtlP3fitinf bsgirmtngi i;. TARoBL 2 r 9spfnnyy' at a DeJat + o �{ ¢lds of lmnilt a eenw riarlY:L 0.(:�thg0 P MR,�oodj led Pest movorzy rtiso}p4� hn;lat¢(pP b A + i4vil1']��bF4n or tow r n+ and ala aauvlepll.elgr P �rA �9&M1WphR;tha hertNu[ .atnar et'Draniur fyon•gp fa JhsJ t'Waiing tb.avr Lrs R peutaeSls dlreatlta R1PaZ + ltam P(t SPlmerly as Fias8lna to ¢ ilna pasplLY RStp t1q�r t¢rY'f 33p* qi Lovr rams l26 fa&tJ thane& P%ntinuln8 in M-fgbi0¢D3T Rio:X* YaAe. now or x+tamrl9 al.liee)Ltilee tv a Pes%ii rnrmqg�y,,1T Pi 'h+m.iu: than%&rmmla2 1A r tty¢torly 6Sr¢yIoP R�apg rRiP.;laod Pa*or !%nearly of Noomilltn In a .anator of the mnit tra%k tat the T'ba do d Rpl P IL 3P•f teat to tte aaetarly aids of Last tb&halingtb6ut J30 R"■p7tth&r17 darter a- alnus' •t r 4 U"nl .+lae %S LaVa Za't+a.ltboui pP.fiM6 to Ma arntrt of rho sa14 m&Lc ergot:sf .he Ingg.LrlaM aglow. T roams rim- arse iA sn sartarlT,,dlJmotfon g+WtJB rptd wjitopOi too main t:av of rhb mal;v L3v 11:yir%ad rDPd . D,6„tLYet.{.�fpgtktl to Yaad no. or jorewrl9%S 1A0e1ntSM1N& rsh} _g 4t t N�ay�s•3T<di»¢pcu A`.nug acid YOard n%r or Sbrm&My, tl1 Rtopt, tertl khmor �qiLni Sn ¢nar0tad.IT 633'eat 0 elSG,1pltllnP/ ar toreq•1J of AJaise sn a itner'�a�, 1}v#ml 14v Arta or Love rm% 108 iO3 to the LgWlar}T 41 qs� %B Y } t}mipa rmmk. in a Mesta diggtipn clwg u } i ar.ilaw Arepw.d0 xKt LP�fly)�► fojn9 r--. Pll]Wl�'i tt, gagiNlSYIUt R�"$PjdL��)i3m{d {4p'�,.�f..�bbrbe6t3at a! i:Si3'Pa r 7 line or.. • !erne Pi i;�}yt @ltb 11 uon%f Lyme p3laoar xlth'htl att62tme D¢iN uthaxan o% e wrl7l b .1eSPrmeT17g0.Ta i: rmm to nnorAmmwilsiat, ¢gfan 1,m lams.' 111, of the Lang Island RaiLrudJ thpt¢s tebtarly b and 02=9 larn4r of the We blond RYSlrstd 4U t&&tJ.aPro or �tat tv tt. old 41toh ttaaa'sausrerly by bird rUng a14,dlld1tah sop fast meta ae' leaal to ity¢1 atareaelq.131ghr¢yJ Ltivgen etetr., bT. slang tte of tog lyg ay 434;fesss m4+'¢ ar }aw. :a.:aa Jwint er Plao. or O�V T-Mobile Site Reference: L113411B/Mattituck 09/02/09;Page 10 MetroPCS Site Reference: NY 7312/ I. ALL CONSTRUCTION, LABOR AND MATERIAL SHALL COMPLY WITH ALL LOCAL AND STATE BUILDING GORES, ORDINANCES AND ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ALL SURFACES CONTAMINATION SHALL BE REMOVED PRIOR TO PAINTING TO THE RULES AND REGULATIONS OF ALL AGENCIES HAVING JURISDICTION. THE NEW SURFACES. ALL GALVANIZED SURFACES SHALL HAVE ONE GOAT OF PERMABOND BONDING AGENT, WHILE STILL NET �� APPLY ONE GOAT OF 5HERWIN WILLIAMS FLAT LATEX PAINT, LET DRY THEN A SECOND GOAT OF FLAT LATEX PAINT. 2. THE CONTRACTOR MUST VISIT THE SITE AND BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE A/E BEFORE PROCEEDING WITH ANY WORK, PURCHASE, FABRICATION AND ERECTION Iq. THE CONTRACTOR SHALL PAINT A CONTINUOUS 4" WIDE SAFETY LINE, TRAFFIC YELLOW OR APPROVED EQUAL ON THE DESIGN OF ANY MATERIAL. WALKING SURFACES ADJACENT TO THE NEW CABINET TO DENOTE THE CLEARANCE LIMITS OF THE CABINET OR SHELTER. T T 3. THE CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMITS, APPROVALS, INSPECTIONS AND TESTS REQUIRED BY ALL 20. ALL EQUIPMENT SHALL BE INSTALLED LEVEL AND PLUMB. G O V Z AGENCIES HAVING JURISDICTION. 21. MATERIALS AND CONDITIONS NOT FABRICATED CORRECTLY, DAMAGED OR NON-CONFORMING SHALL BE REPORTED TO A R C H I T E C T U R E 4. THE CONTRACTOR SHALL PROVIDE ALL ITEMS OF LABOR AND MATERIALS, WHETHER OR NOT SPECIFICALLY INDICATED, IF CONSTRUCTION MANAGER, A/E AND OWNER PRIOR TO ANY CORRECTIVE ACTION. ALL ACTIONS REQUIRES APPROVAL FROM THE ENGINEERING REQUIRED TO COMPLETE THE INSTALLATION. OWNER. P. O. BOX 3 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING AND PROTECTING OF ALL WORK DURING CONSTRUCTION 22. CONTRACTOR MUST INSTALL RF WARNING SIGNS AT ALL ENTRY POINTS TO EQUIPMENT AREAS. THESE ARE TO INCLUDE, BUT HAZLET, NEW JERSEY 07730 TO AVOID DAMAGE, COLLAPSE, DISTORTION, MISALIGNMENT, VOIDING ROOFING GUARANTEES AND WARRANTIES, ETC. PROTECTION NOT LIMITED TO, INTERIOR FACES OF ROOF ACCESS DOORS / HATCHES. AND EXTERIOR FACES AT COMPOUND ACCESS GATES TEL: 7 3 2 . 8 8 8 . 6 210 SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES, STANDARDS AND BEST PRACTICES. ROOF SURFACES SHALL BE AND EQUIPMENT ROOM DOORS. 516NS ARE TO BE AS SPECIFIED AND SUPPLIED BY METRO POS. FAX : 7 3 2 . 8 4 7 . 4 3 3 5 RESTORED TO COMPLETE WATER TIGHTNESS WITH THE APPROVED MATERIAL AND AS PRE-APPROVED SY THE OWNER IN WRITING. FOUNDATIONS Lou Mo no, AIA Robert W. Toms, P.E. 6. ALL MATERIALS SHALL BE INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS. I. SOIL HAS AN ASSUMED BEARING CAPACITY OF 2,500 POUNDS PER SQUARE FOOT. ESTIMATED BOTTOM OF FOOTING ARCHITECT STRUCTURAL ENGINEER ELEVATIONS ARE SHOWN ON FOUNDATION PLAN. THESE ELEVATIONS SHALL BE ADJUSTED TO THE ACTUAL LEVELS OF NJ - # Al 13345 NJ - # GE 36209 7. DO NOT SCALE DRAWINGS. APPROVED BEARING . NY - # 075384 NY - # 028992-1 CT - # 22375 8. THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR THE MEANS AND METHODS OF CON5TRUCfIN6 THE WORK SHOWN ON PA - # 061412 THESE PLANS. ALL WORK PERFORMED SHALL BE DONE IN A GOOD WORKMANSHIP MANNER TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY EFFORTS TO PROTECT THE NEW EQUIPMENT DURING TH15 INSTALLATION AND G 12/21/0q ISSUED FOR FILING JEs PMo APPLICATION SUCH A5: -OM OF FOOTINGS SHALL BE A MINIMUM OF 4'-0" BELOW FINISHED GRADE FOR FROST PROTECTION. NO -THE TENANT'S EGRESS TO AND FROM THE BUILDING AND/OR THE SITE. FOOTINGS SHALL BE PLACED ON FROZEN GROUND OR WATER. ALL FOOTINGS SHALL BE PROTECTED FROM FROST, AS Z�\ 12/10/0q REV15ED PER CLIENT 60MMENT5 JEs PMo -THE BUILDING'S FIRE SAFETY OR SHALL NOT CREATE ANY FIRE HAZARDS. REQUIRED. -THE STRUCTURAL INTEGRITY AND SAFETY OF THE BUILDING. Z�\ 01/21/01 REVI5EDPERCLIENT60MMENTE, BHo JEs -THERE SHALL NOT BE ANY CREATION OF NOISE OUTSIDE THE NORMAL HOURS OF 7 AM TO 6 PM, UNLE55 OTHERWISE AGREED 4. MAXIMUM SLOPE BETWEEN BOTTOM OF ADJACENT FOOTINGS SHALL BE ONE (1) VERTICAL TO (2) HORIZONTAL. ALL UPON WITH THE OWNER. FOUNDATION WALLS SHALL BE ADEQUATELY BRACED TO WITHSTAND BACK FILLING, EARTH PRESSURE, AND -THE BUILDING'S SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT ANY UNAUTHORIZED PERSONS FROM ENTERING THE CONSTRUCTION LOADS UNTIL ALL EQUIPMENT ARE INSTALLED PER THE CONSTRUCTION DRAWINGS. 08/25/01 REV15ED PER 6LIENT60MMENT5 MTs 55t PREMISES. CONCRETE -THE BUILDING'S UTILITY'S (ELECTRICITY, GAS, WATER AND OTHER UTILITY'S) SHALL NOT BE INTERRUPTED DURING THIS I. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIREMENTS OF THE AMERIGAN C 01101/09 REVISED PER CLIENT 60MMENTS DGa SSt APPLICATION 4 INSTALLATION. -ALL MASONRY PENETRATIONS SHALL BE DONE USING ROTARY ACTION ONLY (NO HAMMERING ACTION). CONCRETE INSTITUTE (AGI) BUILDING CODE FOR REINFORCED CONCRETE, LATEST AMENDMENTS. -ALL PENETRATIONS SHALL BE FIRE-STOPPED WITH 3M FS IrI5 WRAP STRIP FIRE-STOP AND CP25 NON-SHRINK PUTTY FIRE Rev. DATE REVISION DRAT CHID. 2. THE MATERIAL SHALL CONFORM TO THE FOLLOWING STANDARDS AND REQUIREMREQUIREMENTS (LATEST EDITIONS): DESCRIPTION BY BY BARRIER SEALANT. MAINTAIN THE FIRE RATING OF ALL PENETRATED SURFACES. PORTLAND CEMENT ASTM GI50 SEAL q. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WA5TE„ CONSTRUCTION MATERIAL READY MIX CONCRETE A5TM Cq4 $ AGI-501 AND RUBBISH. UPON COMPLETION, ALL DEBRIS SHALL BE REMOVED AND THE PREMISES LEFT IN A ,BROOM GLEAN" CONDITION. CONCRETE AGGREGATE ASTM C33 ALL RUBBISH SHALL BE DISPOSED OF IN A LEGAL MANNER. DEFORMED BILLET STEEL BAR A5TM A615 Ng'��D ARCSi� WELDED WIRE FABRIC A5TM AI55 10, THE CONTRACTOR SHALL COORDINATE ALL SPECIAL CONSIDERATIONS OF THE CONSTRUCTION (EX. N015Y OPERATIONS, 3, PORTLAND CEMENT SHALL BE TYPE IA. v o INTERRUPTIONS OF ANY MECHANICAL AND/OR ELECTRICAL SERVICES, MATERIAL DELIVERIES AND/OR 5TORAGE) WITH THE BUILDING OWNER OR MANAGEMENT PRIOR TO THE START OF THE WORK. 4. CEMENT SHALL DEVELOP A COMPRESSIVE STRENGTH (F'C) OF 5000 PSI AFTER 25 DAYS AND HAVE A MINIMUM SLUMP �j } 11. THE CONTRACTOR SHALL PATCH AND REPAIR EXISTING CONDITIONS WHERE DISTURBED BY NEW WORK OR AS REQUIRED BY THE OF 3 INCHES, AND A MAXIMUM OF 5 INCHES, qr F nay°e PLANS. ALL EXISTING AREAS OF THE BUILDING DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITION 5. PROPORTIONING OF THE CONCRETE MIX SHALL BE BY THE SPECIFIC GRAVITY METHOD. THIS DocuF "TH Is THE E516 N, PROPERTY s AT NO ADDITIONAL C05T TO THE OWNER. COPYRIGHT OF "THE MTM DESIGN GROUP, ING" AND TITLE 12. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM TO ALL BUILDING GORE AND 6. VIBRATORS SHALL HAVE A MINIMUM FREQUENCY OF gOOO RPM. FOR THE EXCLUSIVE USE BY THE XPRI CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR, IS STRICTLY PROHIBITED. LOCAL UTILITY'S REQUIREMENTS. 7. MINIMUM AGGREGATE 51ZE SHALL BE 514" INCH. //� 13. THE GENERAL NOTES CONTAINED HEREIN ARE PART OF THE PLANS AND SPECIFICATIONS, AND ARE TO BE COMPLIED WITH IN 5. CONCRETE SHALL BE STONE CONCRETE HAVING AN ULTIMATE STRENGTH OF 5,000 PSI AT 25 DAYS WITH A MINIMUM metroPCS® ALL RESPECTS. THE M05T RESTRICTIVE NOTES SPECIFIED ARE TO TAKE PRECEDENCE. CEMENT CONTENT OF 5.75 BA65 PER CUBIC YARD. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED, SLUMP 14. THESE DOCUMENTS ARE IN COMPLIANCE 8 ALL GONSTRUCTION TO BE IN ACCORDANCE WITH THE FOLLOWING CODES 8 FOR ALL CONCRETE SHALL BE 3" MINIMUM AND 5" MAXIMUM New York, LLC STANDARDS, LATEST EDITIONS AS APPLICABLE: q CONCRETE MIX SHALL BE IN ACCORDANCE WITH A.G.I. CODE. 5 SKYLINE DRIVE - 2003 INTERNATIONAL BUILDING CODE - 2003 INTERNATIONAL ENERGY CONSERVATION CODE 10. CONTRACTOR SHALL COORDINATE ALL OF THE REQUIREMENTS PRIOR TO POURING CONCRETE TO ACCOMMODATE HAWTHORNE, NY 10532 - 2003 INTERNATIONAL EX16TING BUILDING CODE ANY AND ALL PENETRATIONS FOR ARCHITECTURAL, STRUCTURAL, MECHANICAL 8 ELECTRICAL DRAWINGS. - 2003 INTERNATIONAL FIRE CODE NY7312 slrE Joey: - 2003 INTERNATIONAL FUEL GAS CODE 11. ALL REINFORGING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO A5TM SPEC A615, GRADE - 2003 INTERNATIONAL MECHANICAL CODE 60, GOLD DRAWN WIRE FOR WELDED WIRE MESH SHALL CONFORM TO REQUIREMENTS OF "SPECS FOR GOLD DRAWN WIRE Mrr �oB�: O�IMPSTSOI - 2003 INTERNATIONAL PLUMBING CODE OR CONCRETE REINFORCEMENT" (ASTM A52-70), OR "SPEC FOR WELDED STEEL WIRE FABRIC FOR CONCRETE SITE INFORMATION - 2003 INTERNATIONAL PROPERTY MAINTENANCE CODE REINFORCEMENT, (ASTM AI85-70). REINFORCING SHALL BE SECURELY TIED TO PREVENT DISLOCATION AND PER THE AGI - 2003 INTERNATIONAL RESIDENTIAL CODE DETAILING MANUAL. TIA-222-F STANDARDS "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND SUPPORTING STRUCTURES MINIMUM BA51C WIND SPEED OF 55 MILE5/ HOURS (50 MILES /HOUR IN CONJUNCTION WITH 0.75 INCHES OF RADIAL ICE). 12, ALL BARS MARKED CONTINUOUS (CONT.) SHALL BE LAPPED 40 X BAR DIAMETER AT SPLICES AND CORNERS AND 15. ALL PROPOSED STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A15C CODE AND A5TM HOOKED AT NON-CONTINUOUS ENDS. LAP TOP BARS AT CENTER BETWEEN SUPPORTS AND LAP CONTINUOUS BOTTOM I258✓ SOUND 4�/ENUE BARS AT SUPPORTS. M,ATT1 TUGiG, NY I I cI52 SPECIFICATIONS, LATEST EDITION. -WIDE FLANGE SECTIONS SHALL CONFORM TO A5TM A-qq2 15. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY GLEANED, WERRED AND SLUSHED WITH CEMENT GROUT JUST -MISC. STEEL SHALL CONFORM TO A5TM ANT-36 BEFORE PLACING NEW CONCRETE. THE CONCRETE AND MASONRY CONTRACTOR SHALL INSTALL (OR GIVE OTHER DESIGN TYPE: -ALL STEEL PIPES SHALL CONFORM TO TO ASTM ANT-501 OR AN7-53, GRADE B. -CONNECTIONS SHALL MADE USING SPECIFIED WELDS AND WELDING. ELECTRODES E--fOXX OR 5PEGIFIED HIGH STRENGTH BOLTS TRADES AMPLE OPPORTUNITY TO INSTALL) ALL ANCHOR BOLTL, PLATES, SLOTS CHASES, HAILERS, INSERTS, SLEEVES, SHALL BE A5TM A325. THREADS ARE EXCLUDED FROM THE SHEAR PLANE. ETC. AS REQUIRED BY OTHER TRADES. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE SETTING SCREEDS GO-LOCATION AND FORMS. 16. -ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS QUALIFIED AS DESCRIBED IN THE "AMERIGAN WELDING 14. PROVIDE MINIMUM CONCRETE COVER FOR REINFORCING BARS AS FOLLOWS: EXPOSED TO GRADE FOOTINGS (3"), DRAWN BY: CHECKED BY: DATE: SOCIETY'S STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE PROPOSED WORK. -SE HOT DIPPED GALVANIZED AFTER FABRICATION (ONLY EXPOSED TO MOISTURE APPLICATIONS) PER ASTM A-I23. ALL INTERIOR FACES OF WALLS (I "), EXTERIOR FACES OF WALL5 (1-1/2"), SLAB TOP AND BOTTOM BARS (5/4"), BEAMS (1-1/2"), DAMAGES SURFACES, WELDED AREAS AND AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (NEW OR OLD) SHALL BE PAINTED SLAB ON GROUND BOTTOM (3"), COLUMNS, AND PADS AND (2") TO VERTICAL BARS. BHIO SSt O6/02/09 WITH TWO (2) GOATS OF ZRG GOLD GALVANIZING COMPOUND MANUFACTURED BY ARC CHEMICAL PRODUCTS. 15, WHEREVER CONCRETE SURFACES ABUT OR ARE VENEERED WITH MASONRY, PROVIDE VERTICAL DOVETAIL INSERTS SHEET TITLE -ALL PIPE SIZES INDICATED HEREIN ARE NOMINAL DIAMETER (INSIDE DIAMETER). FOR MASONRY ANCHORS SPACED AT 2'-0" O.G. MAXIMUM. 17. ALL NEW ANTENNA APPLICATIONS MOUNTED TO EXTERIOR WALL5 SHALL BE SEALED AT THE TOP AND SIDES WITH DOW �E=�E Rf�1- NOTE 6. THE CONTRACTOR SHALL APPLY ANON-SLIP BROOM FINISH IMMEDIATELY AFTER THE TROWEL FINISHING PHASE. CORNING CLEAR SILICONE SEALANT OR APPROVED EQUAL. THE SILICONE APPLICATIONS SHALL BE TOOLED TO MAINTAIN A FINISHED APPEARANCE. 17. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN ORDER TO PROTECT THE CONCRETE FROM Ia. WHERE INDICATED ON THE PLANS THE CONTRACTOR SHALL PAINT ALL NEW ANTENNAS, SHROUD AND RELATED MOUNTING PREMATURE CURING AS SOON AS THE FORMS ARE REMOVED, ESPECIALLY DURING THE FIRST 24 HOURS. SHEET NUMBER REV. HARDWARE TO MATCH THE EXISTING ADJACENT SURFACES. ALL PAINT SHALL BE 5HERWIN WILLIAMS OR APPROVED EQUAL. THE FILL CONTRACTOR SHALL NOT USE A METAL BASED PAINT ON THE ANTENNAS. ANTENNAS SHALL HAVE ONE PRIMER GOAT OF POLANE 1. ALL FILL UNDER CONCRETE SLABS TO BE q596 COMPACTED EARTH, WELL TAMPED AND 4" COMPACTED CRUSHED 2.5 PLUS FIL D61H75 PRIMER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND THEN APPLY ONE TOP GOAT IN GRAVEL. ALL BACK FILL MATERIAL SHALL BE FREE OF ANY ORGANIC MATTER. GENERAL NOTES 2 CONCRETE SPEGIFIGATIONS (IF REGUIRED) O I - BOUNDARY INFORMATION 15 TAKEN FROM THE S N OE = PROP05ED ELECTRIC FROM NEW METER 4 DI5GONNEGT �� FOLLOWING: A/ - A DRAWING TITLED BOUNDARY SURVEY 4& OG = PROPOSED GROUND RING PREPARED FOR METRO PG5 BY BARRET �"O �� O = PROPOSED TELCO FROM EXISTING C50 CABINET D E IS G Nu BONAGGI 4 VAN WEELE, PG REV I DATED ae o�6 , TO NEW EQUIPMENT G R O U P 01111/09. - 51TE MEASUREMENTS TAKEN BY MTM DESIGN 140 d � ARC HITECTU RE GROUP, INC. AT A SITE VI51T ON 04-14-09 ®�� % °�� ° ENGINEERING ?» � 'o m �e9 P. O. BOX 3 NOTE: HAZLET, NEW JERSEY 07730 GAR S ,�G4+ r Y i� INSTALLATION 15 IN COMPLIANCE WITH: TEL: 73 2 . 8 8 8 . 6 2 1 0 /'-aEG °3'N S2 t 1 / -ALL LOCAL AND STATE BUILDING GODE5. FAX : 7 3 2 . 8 4 7 . 4 3 3 5 'so�'F '�z.G'E cgRgCe S9, TAX �t VN/ i -THE ENERGY CONSERVATION CONSTRUCTION 0 9 NMNG°E �� LOT CODE OF NY5. Lou Moglino, AU Robert W. Toms, P.E. EXISTING BUILDING (TYP.) - PAVEMENT °9 21 (TI I ARCHITECT STRUCTURAL ENGINEER o 's NJ - # AI 13345 NJ - # GE 36209 gl °� SIGN F°�� NY - # 075384 N ti O ° NY - # 028992-1 ROFo°H' \ CT - # 22375 G " °; oo ° e� PA - # 061412 EXISTING 100' POLE bCD — "�J I2/21/01 ISSUED FOR FILING JEs PMo C)NP� G e Ee S 0 ", PM1,A P` : ePV a rax 12/10/0P REVI5ED PER GLIENT GOMMENT5 JEs PMo FROP05ED METRO PIGS EQUIPMENT LOT CABINETS (TYP. OF 4) MOUNTED ON r ° & ss STEEL RAILS ANCHORED TO NEW / pF \ U ZL 01/21/0q REV15ED PER WENT 60MMENT5 BHo JEs CONCRETE SLAB (160 50 FT LEASE AREA) G , ' A-2 / �Q��o` � R"� ZL08/25/01 REVISED PER GLIENT GOMMENT5 MTs 55t FE \ FEE01/01/061REVISED PER GLIENTGOMMENT5 DGa 55t @GS + O SGeF�9 TAX REV. DATE REVISIONI DRAWN GHKD. DESCRPTION BY BY LOT G' �q e IS d��< - c ; \ q e, F,p of SEAL Z OP ��•,n 6 2 F \ t9-io \ ,(PAS ZD 61 \ \gg2y\��9 p�\NEB ME o°ve.P -a,oB x \v 'fi °�'Oe sr T v 9�F.'pPc STORE°Y"g"°�d" �u� \ / o. °R,°\ \ �'F", "s@•Ao�o ED Agp�i O EXISTING BUILDING (TYP.) / FE MEsoPPY E x $ o.m, q �� Ate. GD 0P, F' x 'cPo� '1•\\.�5\5\NG' RN \\N�I MASWYRY WALY F. 9r,9� '� AE 00 0'o °. 3 6'E �F NEB B B'E THIS DOCUMENT S GN PROPERTY t DG FE K " COFYRIGHT OF "THE MTM ,'VE {P� p z- gc�' ��t/�'�'o ��/ 0 �'4�. c1oGe�a� \ FOR THE EXCLUSIVE USE BYE HIE TITLE GLIENT. ANY TAX N FE Zg'i9 y00\� S\-\NEB 1 ,q`gSTj I}9 � t 2z 3FEE DUPLICATION OR U5E WITHOUT EXPRE55 WRITTEN LOT 6i 26w oe•e RT'� '1' (P,I, AEG ° CONSENT OF THE CREATOR IB STRICTLY PROHIBITED. e �O PAMP /,AJJ`��.9CF �v \ SHEo W� So�PG9 Q\�G metroPCS® FF 1 StOSKORPGE1 �� E P ,B New York, LLC G,l•N N MINUMpING ro F� ry, O� a.rw° 20' A g' pEED gull z o :w oeG G s S�O�Pa 5 SKYLINE DRIVE MONUMENT n° J � � P HAWTHORNE, NY 10532 FOUND L pAG �8.3 mNO 1 ET81jILDIN ° �O�' F P / PP�\� SITE JOB#: NY-7512 \ y' SiORPGE ?. FR PM �(w 161' 6,TJMJNcUS / (Z_` /f j0p Fy P(''K ,y PAVEMENT / \ ``(( MTM ..OB#: O� MPSTSO pj4Bw \\ BBSE GP PJE� 3B'Dc N P CURB / WpO° ORES RAM <) SITE INPOF,MATION 3 6EE N / 0 , OO oEc� V, pm / FE \/ O \� EXISTING BUILDING (TYP.) WE \ N 95 �6 1 z585 SOUND ?.VENUE ' B 0 M?ATTITUGiG, NY IIgS� TAX O /+ E O S G.� s,o.B %➢ FE DESIGN TYP3=: TAX \ 2 S DING LOT \ gUIL125p5 I EiTummous / GO-LOCATION 39 N�' PAVEMENT /} DRAWN BY: CHECKED BY: DATE: ��o B�-lo 55t 06/02/09 M42"5/, GaAVE x- - SHEET TITLE M°N.N. , — �� 3 GUN° 3� .PP2G / "9 W �NU SHEET NUMBER REV. T 4 46 DEEP P\j S j436p0 1 D 5 SOVN RTN ROPD) I 517E FLAN IIxI-T 5GALE: I" = 55' 24x56 5GALE: I " _ -70' O = PROPOSED ELECTRIC FROM NEW METER S DISCONNECT �� O6 = PROP05ED GROUND RING O = PROPOSED TELGO FROM EXI5TIN6 EXISTING G5C CABINET TO NEW EQUIPMENT / DOUBLE GATE D E S I G Nu GROUPz A R C H I T E C T U R E ENGINEERING PROPOSED METRO PG5 PTG P. O. BOX 3 GABINET SECURED TO PROPOSED HAZLET, NEW JERSEY 07730 CONCRETE SLAB ON UNISTRUT �\ FRAME MOUNTED TO GALVANIZED TEL: 7 3 2 . 8 8 8 . 6 210 P0575 WITH WORK L16HT ABOVE II' FAX : 732 . 847 . 4335 (SEE DETAIL I/A-5) Lou Moghno, AIA Robert W. Toms, P.E. O6 Q ARCHITECT STRUCTURAL ENGINEER + NJ - # Al 13345 NJ - # GE 36209 EXISTING 6'-0" FENCE NY - # 028992-1 NY - # 075384 CT - # 22375 EXISTING TRANSFORMER PA - # 061412 - -. - T PROPOSED METRO P05 1O'-O' x 16'-0° 12/21/09 ISSUED FOR FILING JEs PMo `m CONCRETE SLAB (I60 50 FT TOTAL LEASE AREA) (5EE DRAWING A-6) ZL 12/10/01 REV15ED PER 6LIENT60HHENT5 JEs PMo PROPOSED 10'-12' HIGH (MIN.) 3`0 {:' E 04/21/01 REVISED PER 6LIENT 60HHENT5 BHo JEs EVERGREEN LAN05GAPE 56REENIN6 AROUND EXISTING \ ZL 08/25/09 REV15ED PER WENT60HHENT5 MTs 55t COMPOUND '�' EXISTING GSG CABINET 07/01/0q REV15ED PER WENT CAHHENT5 DGa SSt v PROF05ED METRO PG5 ANTENNA (TYP OF I PER SECTOR, 3 TOTAL) MOUNTED OUTSIDE FEV15ION DRAWN GHKD. EXI5TIN6 POLE (5EE DETAIL 2/A-3) REV' DATE DEscRIPTION BY BY PROPOSED METRO PG5 EQUIPMENT CABINETS (TYP. OF 4) MOUNTED ON PROPOSED STEEL SEAL RAIL ANCHORED TO NEW CONCRETE SLAB I ,'I �,1 (5EE DRAWINGS A-5 $ ES-U PROPOSED METRO PG5 GOAXIAL �� r� GABLES ROUTED ALONG NEW GABLE `� yo oa BRIDGE TO EXISTING POLE (U5E EXI5TIN6 PORT) (5EE DETAIL 1-4/A-4) 9�. 028�y GPI PROPOSED METRO P05 UTILITY GONDUIT5 / F NE`NH 0'-O" CONCRETE BILAB ROUTED UNDER6ROUND TO EQUIPMENT (5EE THIS DOCUMENT 510N, PROPERTY' a ELECTRICAL DRAWINGS FOR DETAILS) COPYRIGHT OF 'THE ATM DESIGN GROUP, INC" AND FOR THE EXGLU51VE USE BY THE TITLE CLIENT. ANY DUPLICATION OR U5E WITHOUT EXPRE55 WRITTEN OCON5EN7 OF THE CREATOR 15 STRICTLY PROHIBITED. PROP05ED METRO PG5 5P5 UNIT ON PROPOSED GABLE metro PCS® BRIDGE (SEE DETAIL 2/A-5) EXISTING 1001 New York, LLC 0 POLE 5 SKYLINE DRIVE y HAWTHORNE, NY 10532 51TE JOB#: NY7512 MTM JOB#: Cc MFSTSO I 517E INFORMATION EXISTING EQUIPMENT (BY 25O OTHERS) 12585 SOUND A\/ENUE GAMMA SECTOR M>4TT1 TUciK, NY �E;2 c� �. ALPHA 5EGTOR D-SIGN TYFE: 150' CO-LOCATION BETA SECTOR DRAWN BY: OHEGKED BY DATE: E3Hc SSt 06/02/0q SHEET TITLE ti E'.QU I F:'ME=N7 PL AN SHEET NUMB=R REV. I EG2UIPMEN7 PLAN 2 e7 IIx17 SCALE: 3/16 * '-0" 24x36 SCALE: 3/8"= 1 '-O" NOTE: I�►TI�► A STRUCTURAL ANALY515 OF THE EXI57IN5 MONOPOLE PROPOSED VALMONT NA5 PERFORMED IN CONFORMANCE WITH TIA/EIA-222 TRI-SECTOR CHAIN MOUNT KIT D E S I G N 11 REV F AND NY STATE BUILDING CODES ON 05.11.0"1 BY 5111 (OR APPROVED EQUAL) SEMAAN ENGINEERING SOLUTIONS, LLC. THE ANALY515 G R O U P z CONCLUDED THAT THE MONOPOLE 15 STRUCTURALLY CAPABLE OF SUPPORTING THE EXISTING AND PROPOSED A R C H I T E C T U R E ANTENNAS. ENGINEERING 250' 2 P. O. BOX 3 SAMMA HAZLET, NEW JERSEY 07730 SECTOR 62 40' TEL: 7 3 2 . 8 8 8 . 6 210 NP ALPHA FAX : 7 3 2 . 8 4 7 . 4 3 3 5 SECTOR Lou Moglino, AIA Robert W. Toms, P.E. ARCHITECT STRUCTURAL ENGINEER NJ - # Al 13345 NJ - # GE 36209 NY - # 028992-1 NY - # 075384 CT - # 22375 EXI5TIN6 ANTENNAS (BY OTHERS) 2-3/8" O. D. ANTENNA PA - # 061412 — MOUNINS PIPE 12/21/0CI ISSUED FOR FILING JE5 PMo TOP OF EXISTING POLE ® G 100'-O"f ABOVE GRADE �_�I 12/I0/01 REVISED PER GLIENT COMMENTS JE5 PMo 150' PROPOSED METRO PG5 ANTENNA (TYP OF I PER SE(TOR, 3 TOTAL) 01/21/01 REVISED PER GLIENT COMMENTS BHo JE5 _= BETA MOUNTED OUTSIDE EXISTING POLE SECTOR (SEE RF-I FOR ANTENNA MODEL i D 0/25/)q REVISED PER GLIENT COMMENTS MT5 55t I qle ' DIMENSIONS) NryC Ac 01/01/01 REVISED PER GLIENT 60WENT5 DGa 55t REV. DATE REVISION DRAWN GHKD. DESCRIPTION BY BY CENTER OF PROP. METRO P05 ANTENNA _ _ l5--C"' ABOVE GRADE SEAL PROPOSED METRO PG5 ANTENNA (TYP OF I PED ARc C PER SECTOR, 3 TOTAL) MOUNTED OUTSIDE ? s D EXISTING POLE (SEE DETAIL 2/A-3 yT 02899 ypQ 2 ANTENNA MOUNT DETAIL THIS DOCUMENT I pF , PROPERTY 4 COPYRIGHT OF "THE MTM DESIGN GROUP, INC.'- AND PROPOSED METRO PGS 6P5 Ixl7 SGALE: 5/4" = 1'-0" 24x36 SCALE: I/2" = 1 '-O" FOR THE EXCLUSIVE USE BY THE TITLE GLIENT. ANY UNIT ON PROPOSED GABLE CODUPLICATION OR USE WITHOUT EXPRESS WRITTEN NSENT OF THE CREATOR IS STRICTLIOTL Y PROHIBITED BRIDGE (SEE DETAIL 2/A-5) EXISTING GSC CABINET metroPCS® NOTE: �/ ALL NEW ACCESS HOLES SHALL BE New York, LLC PROPOSED METRO P65 COAXIAL REINFORCED WITH WELDED RIMS THAT GABLES ROUTED ALONG NEW GABLE PROPOSED METRO PC 5 ARE COMPATIBLE WITH THE POLE. 5 SKYLINE DRIVE BRIDGE TO EXISTING POLE (USE COAXIAL GABLES ROUTED CONTRACTOR TO COORDINATE WITH HAWHORNE, NY 10532 EXISTING PORT) (SEE DETAIL 1-4/A-4) UP IN EXI5TIN6 POLE (USE POLE MANUFACTURER. EXISTING PORT) SITE JOB#: NY7512 PROPOSED METRO PIEQUIPMENT CABINETS (TYP. OF 4) MOUNTED ON STEEL MTM �oB#° Oo MP5T50 ° RAILS ANCHORED TO NEW CONCRETE SLAB (SEE DRAWINGS A-6 $ ES-1) EXISTING EQUIPMENT HAND-HOLE RIM FOR TOP OF POLE SITE INFORMATION (BY OTHERS) PROPOSED METRO PG5 FTC CABINET SECURED TO PROPOSED CONCRETE SLAB ON UNISTRUT FRAME MOUNTED TO 125,55 SOUND A\/ENUE GALVANIZED POSTS WITH NORK L16HT EXISTING 6'-0" H16H M A77 71-)G Y I 52 ABOVE (SEE DETAIL I/A-5) FENCE np I TOP OF PROPOSED DESIGN TYPE: EQUIPMENT CABINETS TOP OF PROPOSED J-NOOKS FOR SUPPORTING COAX 7'-2"t ABOVE GRADE _SP5 ANTENNA LINES 11-1 ABOVE GRADE GO-LOCATION TOP OF PROPOSED a: GABLE 5RI06E HANp-HOLE RIM FOR DRAWN BY: OHEOKED BY: DATE: BASE OF POLE BHO SSt 06/OZ/09 APPROXIMATE GRADE ° SHEET TITLE MIGROFLECT MODEL II PROPOSED METRO PGS 10'-0" x 1&'-0" NAND-HOLE RIM MONOPOLE ELE\/ATI ON CONCRETE SLAB (160 50 FT TOTAL LEASE AREA) (5EE DRAWING A-6) PROPOSED 12' HIGH (MIN) I$ ANTENNA MOUNT DETAILS EVERGREEN LANDSCAPE 5GREENIN6 AROUND EXISTING COMPOUND MICROFLECT MODEL 15I849 SHEET NUMBER REV, HAND-HOLE RIM POLE ELEVATION (SOUTHWEST) E ENTRY PORT DETAIL (IF REQUIRED) 4 EXIT PORT DETAIL (IF REQUIRED) - 5 Ixl7 SGALE: I/I6"= 1 '-O" 24xB6 SGALE: I/8"=1 '-O" Ixl7 SCALE: I/8" = I'-O" 24x36 SCALE: I/4" = I'-O" IIxl7 SCALE: /S" = I'-0" 24x36 "SCALE: I/4" = I'-O PROPOSED METRO PGS RSIPSI0 UNIT �� ON PROPOSED GABLE BRIDGE (SEE DETAIL 2/A-5) DESIGN " PROPOSED VALMONT GABLE G R O LJ P z A-4 1 BRID6E A55EMBLY OR APPROVED EQUAL PROVIDE SUPPORT POSTS A R C H I T E C T U R E 8'-0" ON CENTER MAXIMUM ENGINEERING I R�GOAXIAL GABLES ROUTED P. O. BOX 3 ALONG GABLE BRIDGE HAZLET NEW JERSEY 07730 GRATING ON TRAPEZE � J _� HAN6ER5 (SEE DETAIL 2/A-4) TEL: 7 3 2 . 8 8 8 . 6 210 3 1/2"4 50HEDULE 40 1/2"� ANCHOR SET 4 1/4" INTO HILTI-HIT FAX : 7 3 2 . 8 4 7 . 4 3 3 5 x POST, AT 8'-0" PROPOSED VALMONT ® ® HY-15o SYSTEM (SEE MANUFACTURER'S Lou Moglino, AIA Robert W. Toms, P.E. &4 SPECIFICATIONS FOR INSTALLATION ARCHITECT STRUCTURAL ENGINEERCABLE BRIDGE ASSEMBLY PROCEDURE) (TYPICAL OF 4 PER PLATE) NJ - # AI 13345 NJ - # GE 36209 MAXIMUM ON CENTER f OR APPROVED EQUAL. SEE Q MANUFACTURERS = NY - # 028992-1 NY - # 075384 w COAXIAL GABLES ROUTED UP GABLE 5PEGIFICA7ION5 FOR = I/2"0 WEEP HOLE CT - # 22375 BRIDGE P05T ON VALMONT DOUBLE INSTALLATION GUIDELINES PA - # 061412 T-LINE BRACKETS OR APPROVED ° 8"x8"xI/2" BASE PLATE EQUAL (SEE DETAILS 5 8 6/A-4) 01 p ° 12/21/0q ISSUED FOR FILING JEs PMo m 4 PROPOSED VALMONT 00000 v�"U V v II PROPOSED CONCRETE SLAB HANGER ASSEMBLY OR ��jURa(�UR d u u 4 (SEE DETAIL 3/A-6) 12/10/Oq REVISED PERGLIENTLOMMENTS JEs PMo cO APPROVED EQUAL @ 3'-0" �vll`�\w ° v' PROVIDE NON-SHRINK GROUT 0 F ON CENTER ",%i ,j�p6 ° INTERFACE BETWEEN CONCRETE SLAB v AND BASE PLATE ZL Oq/21/01 REVISED PER OLIENT COMMENTS BHo JEs PROPOSED 3 /2"d `�oO )��pQn��p(�Q0 pQ 00/2510P REV15ED PER GLIENTOOMMENT5 MTs 55t 50HEDULE 40 PIPEZL (TYPICAL) 1 " ' EXISTING SOIL 01/01/0q REV15ED PER WENT OOMMENT5 DGa 55t " PROPOSED COAXIAL GABLES (TYPICAL) Ac EXI5TIN6 SOIL REVISION DRAWN GHKD. (TYPICAL) SECURED TO REV. DATE DESCRIPTION BY eY m I'-O"N CONCRETE FOOTING (SEE DETAILS HANGER WITH STANDARD lt� .• `r SNAP-IN CLIPS SEAL 3$4/A-4 FOR MOUNTING TO SLAB) PROPOSED 6" THICK LAYER BASE IA. CRUSHED STONE ��`' MOona JK LIP �ry q 02a OP OF MEND THIS DOCUMENT IS THE DESIGN, PROPERTY ; COPYRIGHT OF "THE MTM DESIGN GROUP, INC." AND FOR THE EXCLUSIVE U5E BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR 15 57RIC7LY PROHIBITED. metro PCS® GABLE BRIDGE ELEVATION 2 GABLE MOUNT DETAIL. g GABLE BRIDGE 3 GABLE BRIIDGE' DETAIL AT GONGRETE SLAB IIxl7 SCALE: I/4" = I'-0" 24x36 SCALE: I/2" = I '-O" IIxl7 SCALE: 3/4"= 1'-O" 24x36 SCALE: I I/2"= 1'-O" Ilxl? SCALE: 3/4"= 1 '-O" 24x36 SCALE: I I/2"= 1'-O" New York, LLC 5 SKYLINE DRIVE HAWTHORNE, NY 10532 SITE Joe#: NY7512 MTM JOB#: DOiMPST50I I PROPOSED CONCRETE SLAB SITE INFORMATION 8"x8"xI/2" BASE PLATE PROPOSED COAXIAL GABLES 12505 SOUND ,4\/ENUE: ® ® PROP05ED 3 1/2`0 SCHEDULE 40 GABLE BRID GABLE BRIDGE DOUBLE T-LINE BRACKET 6E (TYPICAL) SECURED TO MA7771 TUCK NY I I cf 52 in m SUPPORT P05T WELDED ONTO 8"x8"x1/2" BASE SUPPORT P05T WITH STANDARD SNAP-IN ® PLATE (TYPICAL OF 2) (SEE DETAIL I/A-4) CLIPS = PROPOSED COAXIAL GABLES DESIGN TYPE: —� Z (TYPICAL) SECURED TO DOUBLE 7-LINE BRACKET WITH 0 - 0 - 0 - 0 - PROP05ED VALMONT DOUBLE CO-LOCATION GABLE BRIDGE STANDARD SNAP-IN CLIP5 0 0 0 0 0 T-LINE BRACKET OR LMI 2 SYSTEM (SEE MANUFACTURER'S SUPPORT POST PROP05ED EQUAL STAGED REQUIRED) C EQUAL STAGED ® DRAM HECKED eY: DATE: APPROVED 5° 11° /2"� ANCHOR SET 4 I/4" INTO HILTI-HIT HY I50 (SEE DETAIL /A-4) PROPOSEDNE BRACKET VALMONT DOUBLE 3'-0" ON CENTER (AS IRED) 17 SSt O6/02/Oq SPECIFICATIONS FOR INSTALLATION 5-0" ON CENTER (AS. PROCEDURE) (TYPICAL OF 4 PER PLATE) REQUIRED) SHEET TITLE GAE3LE ROUTING �1: GABLE PORT IDE7AILS SHEET NUMBER REV. 4 BASE PLATE DETAIL AT CONCRETE SLAB 5 BRACKET PLAN 6 BRAGKET ELEVATION — 4 IIxl7 5GALE: 3/4"= 1 '-0" 24x36 SCALE: 1 I/2"=1 '-O" IIxl7 5GA�LE:N.7.5. 77T24x36 50ALE: N.T.S. Ixl7 5GALE:N.T.5. 24x36 5GALE: N.7.5. NOTES: �� I. ALL MATERIAL TO BE HOT-DIPPED GALVANIZED 2. SECURE EQUIPMENT TO UNISTRUT BRACKETS UTILIZING UNISTRUT CHANNEL NUTS. 3-b DESIGN u 3. EQUIPMENT SHALL BE MOUNTED TO UNISTRUT FRAME AS PER GOVERNING CODE REQUIREMENTS. II R O U P z GAP (WELD ALL AROUND) (TYPICAL OF 2) 2° 2" A R C H I T E C T U R E ENGINEERING --PROPOSED LITNONIA I00W LAMP P. O. BOX 3 (TO BE OPERATED ON A 60 MINUTE TIMER) HAZLET, NEW JERSEY 07730 TEL: 732 . 888 . 6210 FAX : 732 . 847 . 4335 0 n GALVANIZED UNISTRUT PI000 (TYPICAL) QUANTITY AND LOCATION Lou ARCHITECT , AIA Robert R Tams, P.E. AS REQUIRED TO MOUNT EQUIPMENT axcxlracr srRucruunl ENGINEER NJ - # Al 13345 NJ - # GE 36209 1/2"4 U-BOLT (TYPICAL OF 2 PER NY - # 028992-1 CT -- # 237# 223754 T 5 UNISTRUT) PA - # 061412 PROPOSED FTC CABINET ON 12/21/01 ISSUED FOR FILING JEs PMo SUPPORT P05T5 ZL 12/10/0q REVISED PER CLIENT COMMENTS JEs PMo o Oq/21/01 REVI5ED PER CLIENT COMMENT5 BHo JEs r�PROP05ED TIMER 5WITCH 08/25/01 REVISED PER CLIENT 60ffNT5 MTs 55t m 01/01/01 REVI5EP PER CLIENT 60WENT5 DCa 55t PROPOSED 2 1/2" NOMINAL REV. DATE REVISION PRAWN GHKD. rz� DIAMETER SCHEDULE 40 PIPE WITH DEscRIPrION BY BY GAP (TYPICAL OF 2) 5EAL 8"x8"xI/2" BASE PLATE W/ (4) 1/2"cP HILTI ¢ v =� HIT HY-150 W/ 4 1/4" EMBEDMENT INTO ETYRCONCRETE SLAB (SEE DETAIL 4/A-4) �A9 209�2 OPl OF N£v�y ` II II li _I 'll it 'li THIS DOCUMENT E THE DESIGN, PROPERTY II II II� ° III II o ii ii COPYRIGHT "THE DESIGN GROUP, INC. AND "J FOR THE EXCLUSIVE SIVE USE SE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR 15 STRICTLY PROHIBITED. SIDE ELEVATION FRONT ELEVATION metroPCS® UTILITY MOUNT DETAIL New York, LLC 5 SKYLINE DRIVE F2. ALE:1/2"=1 '-01, 24x36 SCALE: 5/4"= I1-0" HAWTHORNE, NY 10532 S: 51TE Joe#: NY7312 E ELEVATION AND LOCATION OF THE GPS ANTENNA SHALL BE IN ACCORDANCE WITH THE FINAL RF REPORT. HE GP5 ANTENNA MOUNT 15 DESIGNED TO FASTEN TO A STANDARD 1-1/4" NOMINAL DIAMETER, SCHEDULE 40, GALVANIZED STEEL OR MTM JOB#° OCIMPSTSOI 5TAINLE55 STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE GUT TO THE REQUIRED LENGTH (MINIMUM OF 18 INGHE5) U51NG A HAND OR ROTARY PIPE GUTTER TO ASSURE A SMOOTH AND PERPENDICULAR GUT. A HACK: 5AW SHALL NOT BE SITE INTORMATION USED. THE GUT PIPE END SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 3. THE MOUNTING PLATE SHALL BE FABRICATED AS SHOWN AND ATTACHED TO THE APPROPRIATE SUPPORT STRUCTURE U51NG U-BOLT5. THE SUPPORT PIPE SHALL THEN BE ATTACHED TO THE MOUNTING PLATE U51NG THE OVERSIZE U-BOLTS PROVIDED TO ALLOW ADJUSTMENT. IT 15 1 2585 SOUND A\/ENUE CRITICAL THAT THE GP5 ANTENNA 15 MOUNTED SUCH THAT IT 15 WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA 15 WITHIN 2 M?A771 TUCK, NY I I �E2 DEGREES OF LEVEL. GP5 ANTENNA (SUPPLIED BY LUCENT) 4" 1 DESIGN TYPE: 1/4" THICK PLATE*MOUNTINS " 2" 1" #2 AWG BGW GABLE TO PIPE GONNEGTOR (TYP2 PLG5) BURNDY TYPE GAR (TYP 2 PLG5) E3ILL OF ATE GO-LOCATION FOR x 4" SLOTTED HOLE 2 TILT HOLES FOR ADJUSTMENTFOR I-I/4" NOMINAL MOUNTING GIUANTITY DRAWN BY: CHECKED BY: DArE: DIAMETER PIPE BRACKET 3 0 4 ITEM# DESCRIPTION (each)PPLATERO 05ED o GROUNDING KIT BHO SSt O6/02/Oq I-I/4" NOMINAL DIAMETEIR sch. 40 x 18' LG. MIN 55 OR GALV. PIPE GABLE BRIDGE 1/2"cP COAX GABLE MINIMUM BENDINGSHEET TITLE SUPPORT P15T RADIUS PER MANUFACTURER'S STANDARD PLATE I/4 x 4-I/4 x Ib-I/4" LG. GALV.(A 36)— 2 HOLE LUG (TYP) #b AWG GROUNDING KIT GABLEUTILITY I RAME ELEVATIONS #2 AWG BGW (PROVIDED WITH KIT) O STD. U-BOLT FOR 3 I/2" NOMINAL DIAMETER SCHEDULE_40 PIPE 2GPS MOUNTING DETAIL W/ DOUBLE HEX NUTS AND WASHER, GALV. GIGBE GROUND BAR PLATE TO M165 5TD. U-BOLT FOR 1 1/4"' NOMINAL DIAMETER PIPE W/ DOUBLE HEX 1/16" x 2-1/8" SLO #2 AWG BGW O NUTS AND WASHER, GALV. (SEE NOTE 3) 2 SHEET NUMBER REV. HOLE FOR 5 1/2" NOMINAL NOTE: 6P5 ANTENNA MOUNTING 5RACKET DIAMETER SCHEDULE 40 OVERSIZE U-BOLT PROVIDED TO PIPE, U-BOLT WITH DOUBLE ALLOW +/- 2' TILT/ADJUSTMENT TO NUTS AND WASHERS. (TYP.) ACHIEVE TOLERANCE. r_7 2 Gi=S MOUNTING DETAIL IIxl7 SCALE: I /2"= 1 '-O" 24x36 SCALE: 5"= I'-011 11 AOLI� I61-0' � I'-811 2'-2311 II_0511 i1�_231i 1 i_2I it (I_613 1I I'_231I II_2131: 9/16"Q x 2' SLOTTED T 8 L 4 2 8 6 8 b5 HOLE FOR I/2"0 BOLT in REAR OF CABINETS (TYP. OF 16) m DESIGNu - -I- — - - r- r I— -- �® �- -�®- --- T - — REAR OF CABINETS GROUPz WbxI5 m t v I I I PROPOSED � I ARCHITECTURE v i PROPOSED x PROPOSED PROPOSED E N G I N E E R I N G MODGELL I MODGELL I I BATTERY I BATTERY I Wbxl5 - =---- P. O. BOX 3 ° ® w =1� PROPOSED x PROPOSED X -IV HAZLET NEW JERSEY 07730 s _-_ — _ vl PROPOSED v PROPOSED r o a — T — -� I- - -T- — MODGELL v� MOPCELL x � BATTERY BATTERY - TEL: 7 3 2 . 8 8 8 . 6 210 - - � - - - - - - - - - - - ._ ----- -- F 47 . 4335 (TYP.) - _ -� - - -- - - - Lou Moglino, AIA Robert W. Toms, P.E. - - - - - - - - - L - - - - - - - - J !�� ARCHITECT N STRUCTURAL# CUE 62091NEER NJ - # Al 13345 J ' v NY - # 028992-1 NY - # 075384 CT - # 22375 FRONT OF CABINETS PA - # 061412 1/2"0 HILTI HIT HY-150 4 b 5 WITH b" MIN. EMBEDMENT. 12/21/09 ISSUED FOR FILING JEs PMo FRONT OF CABINETS STAGGER BOLTS AT ! CONCRETE PAD (SEE A A-5 A-5 3'-O" O.C. EACH SIDE OF DETAIL 3/A-6) 12/10/01 REVISED PER OLIENTOOMMENTS JEs PMo _ WEE, NOTES: CONCRETE PAD (SEE I. TOP OF STEEL ELEVATION 10"+/- ABOVE GRADE LEVEL. E Oq/2q/Oq REVISED PEROLIENTGOMMENTS BHo JEs 2. FOR MOUNTING HOLE LOCATIONS SEE DETAIL 2/A-b. DETAIL 3/A-6) OS/25/0q REVISED PER CLIENT COMMENTS MTs SSt I EQUIPMENT SUPPORT FRAME PLAN 2 MOUNTING HOLE LOCATION PLAN Ixl7 " "5GALE: 3/5"= 1 '-O 24x36 5GALE: 3/4"=1 '-O IX17 5GALE: 3/8"= 1 '-O" 24x36 SCALE: 3/4"= 1 '-O" 07/01/01 REVISED PER GLIENTGOKNTS DGa SSt ZL PROPOSED 8" THICK 4000 P51 CONCRETE SLAB WITH L4x4xl/4 (BEYOND) EXISTING GRADE REVISION DRAM GHKD. REV. DATE DESCRIPTION BY BY 2 LAYERS OF bxb-8/8 WELDED WIRE FABRIC. SEE (TYP.) STEEL TO BE PLUMB PLANS FOR PAD 51ZF (TOP TO BE LIGHTLY BRUSHED) We? (TYR) AND LEVEL, SIKA SEAL o o NON-SHRINK GROUT AS PROPOSED CHAMFERED EDGE o REQUIRED Wb -qB Wb o A%' O ;_ �r�- qpr, ., III n III ? o a APPROX. ry v "vvT 14 4 4 w FINISH GRADE -x—X�-X X �Illllll C _ C ir, �� '-;m (IYP.) (TYP.) * �F - art, ,Z _' lrt At�l' h (I�-MIj X—X X—X m O � � � \ � f � 9 G , II' T III I�I�III, II �1 �� .III ,III„III III III IIII� III ,_III=III=III „I�I ,III=III -III=III Ill III III�I�I=III �III=III=I�1II II-,JII III, III-III= TYP. O O IT O OF NE'N THIS DOCUMENT IS THE DESIGN, PROPERTY t COPYRIGHT OF "THE MTM DESIGN GROUP, INC AND I Tn FOR THE EXCLULU SIVE USE BY THE TITLE CLIENT ANY CL CL 9 " 4-qg L4x4%1/4 CONSENT OF THE: U THE CREATOR 15STRxCTR LEY PROH B TED. 3/4"0 H5B-X (TYP.) 4" THICK LAYER OF 5/4" DIX 10-0 metro VSOO CRUSHED STONE BASE 3/8 GUSSET PLATE (BEYOND) (TYP.) /2"0 HILTI HIT HY-150 WITH b" MIN. CONCRETE PAD (5EE EXISTING UND15TURBEP EMBEDMENT. STAGGER BOLTS AT DETAIL 3/A-b) New York, LLC VIRGIN 501L V-0" O.C. EACH SIDE OF WEB 5 SKYLINE DRIVE 5 DETAIL 4 DETAIL 5 DETAIL HAWTHORNE, NY 10532 IXI-7 5GALE: 3/4"= 1'-0" 24x36 5GALE: 5/5"= 1'-0 IxI-7 5GALE: I/2"= 1 '-0" 24x36 5GALE: "= 1'-O" IIxl'7 5GALE: 3/4"= 1 '-O" 24x36 SCALE: 1 I/2"= 1 '-0" SITE JOB#: NY752 MTM JOB#: OgMP5T5Q11 SITE INFORMATION 125,55 SOUND A\/ENUE MATT I TUCK, NY I cI52 -- - - -, � DESIGN TYPE: m II ®I�u®I1111i>� II in'I ➢f _ u a GO-LOCATION MODCELL MO G LL BATTERY BATTERY DRAWN B CABINET CABINET CABINET CABINET BY: CHECKED BY: DATE: wb BHo BBt 06/02/01 TOP OF CONCRETE PAP -4"+/- AGL MAX SHEET TITLE FOUNDATION DETAILS AND FINISH GRADE mm mmm m m o mm u m , EQUIPMENT ELE\/AT ONB I0'-0"xl6'-0"x8" THICK C 7 SHEET NUMBER REV. CONCRETE PAD (SEE DETAIL 3/A-(2) A-5 6 EQUIPMENT ELE\/ATION (FRONT VIEW) 6 Ixl7 5GALE: I/4"= 1 '-0" 24x36 SCALE: I/2"=1 '-O" 31-I I I/16° AN ° DESIGN m GROUPz ARCHITECTURE ENGINEERING / OUTDOOR ENCLOSURE P. O. BOX 3 qz HAZLET, NEW JERSEY 07730 TEL: 732 . 888 . 6210 FLOOR CONTACT AREA AG SURGE SUPPRESSOR FAX : 7 3 2 . 8 4 7 . 4 3 3 5 � o PLAN ® EQUIPMENT CABINET + Lou Moglino, AIA Robert W. Toms, P.E. ARCHITECT STRUCTURAL ENGINEER (� "II NJ - # Al 13345 NJ - # GE 36209 2'-4 3/I6" NY - # 028992-1 NY - # 075384 LATG� 15/16° 3'-I 13/I6" 5 13/16° —• NII LOAD CENTER CT - # 22375 PA - # 061412 Al2/21/Oq ISSUED FOR FILING JEs PMo D I' HINGED DEADFRONT 5/4" ®®8 ® il� f 12/10/0q REVISED PER CLIENT 60MMENT5 JEs PMo 09/29/01 REVISED PER CLIENT 60MMENT5 BHo JEs O ®®® ®a .M GFGI CONVENIENCE OUTLET — __ -- � 08/25/09 REVISED PER CLIENT 60MMEM5 MTs SSt � ------ III 2 POSITION TERMINAL BLOCK (OPTIONAL) 01/01/09 REVISED PER 6JENT60MMENT5 DGa 55t PUNCH DOWN BLOCK MOUNTING TEMPLATE REV1510N REV. DATE DESCRIPTION D BY GHBYD. r SURGE SUPPRESSION (OPTIONAL) SEAL SECURE NEW METRO PG5 EQUIPMENT GABINET TO NEW STEEL DUNNAGE Aa' PER MANUFACTURERS SPECIFICATIONS (Tl'P.) WIND STOP MULTIPOINT GROUND BAR E'D Aq ""* NOT TO SCALE "" �� G�iy0 0A � rt 028902 pQ' I EQUIPMENT CABINET DETAILS OF14 THISOOGUMENT 15 THE DESIGN, PROPERTY < Ix17 5CALE: /4"=1 '-O" 24x36 SCALE: 1/2"= 1 '-O" COPYRIGHT OF THE MTM DE516N GROUP, ING" AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR 15 STRICTLY PROHIBITED. PROP05ED AREA: metroPCS® AREA FOR (1) MODGELL CABINET - 55.575 x 32 = 1.5150. FT. AREA FOR (1) BATTERY CABINET - 28.59" x 25.14" = 5.11 50. FT. New York, LLC AREA FOR (1) FTC CABINET - 50" x 12" = 2.5 50, FT. 4'-4" 5 SKYLINE DRIVE HAWTHORNE, NY 10532 TOTAL AREA OF CABINETS - 1.81' + 5.11' + 2.5' = 11150. FT. O ry ! Wes 51TE �JOe#, NY7312 MTM JOB#: 0(�MF5750 PLAN 0 PTG BOX m / m SITE INFORMATION 2'-6 9/I6" 1'-5 3/1611 4 3/16" 2'-4 9/16" 2'-4 9/16" 4 5/16" d _% 4 HOLES (TYP) I25a5 SOUND AVENUE MATT I TUCK, NY I I cT 2 m � - ' oo DESIGN TYPE: %D U) e e 5 IMOUNTIN6 BRACKET TEMPLATE GO-LOCATION V NEW POWER TELCO CABINET (PTG) DRAWN sY: GHEGKED eY: DATE: _ MOUNTING TEMPLATE O BHO SSt 06/02/0q Q SHEET TITLE O SEGURE NEW PLAN 0 BATTERY CABINET METRO PG5 PTO CABINET TO NEW UN157RUT FRAME AS PER MANUFACTURERS SPECIFICATIONS EQUIPMENT SPECIPIGATIONS ELEVATION SHEET NUN15ER REV. 2 BATTERY CABINET DETAILS 3 PTG GABINET DETAILS E S I1xl? SCALE: 1/4"= 1 '-0" 24x56 5GALE: I/2"= 1 '-0" Ixl'7 SCALE: I/4"=1 '-O" 24x36 SCALE: I 'IrAk ANTENNA SCHEDULE GABLE SCHEDULE D E S I G N u LE LENGTH SECTOR RX/TX MANUFACTURER MODEL# GAB PIA. LABEL G R O U P z A 40° O° MDT O° EDT RX/TX KATHREIN - 800-10504 RX 130 FT.f /8" RED A R C H I T E C T U R E O° MDT O° EDT RX/TX TX 150 FT.f -va° 2 RED ENGINEERING O° MDT O° EDTRX/TX RX 150 FT.f Va" 5 RED P. O. BOX 3 O° MDT O° EDT RX/TX TX 130 FT.f 1/5" 4 RED pROP05ED 'COMA' PANEL ANTENNA: HAZLET, NEW JERSEY 07730 KATHREIN MODEL NO. 800-10504 TEL: 7 3 2 . 8 8 8 . 6 210 Tmensl°m B 1500 O° MDT O° EDT RX/TX KATHREIN - SOO-10504 RX 130 FT.t 7/8" I BLUE Afd� arches FAX : 7 3 2 . 8 4 7 . 4 3 3 5 PodN 6.1lrchee pe kh ]1 Nchee 0° MDT 00 EDT RX/TX TX 150 FT.t Va" 2 BLUE U Lou Moglino, AIA Robert W. Toms, P.E. O° MDT 00 EDTRX/TX RX 150 FT.f -7/8" 5 BLUE ARCHITECT STRUCTURAL ENGINEER NJ - # Al 13345 NJ # GE 36209 O° MDT O° EDT RX/TX TX 150 FT.t -1/S" 4 BLUE NY - # 028992-1 CT - # 075384 CT - # 22375 PA - # 061412 G 2500 O° MDT O° EDTRX/TX KATHREIN - 500-10504 RX 130 FT.t 7/5" 1 GREEN O° MDT O° EDTRX/TX TX 130 FT.t 1/95" 2 GREEN � '" � 12/21/09 ISSUED FOR FILING JEs PMo O° MDT 00 EDT RX/TX RX 150 FT.f -1/8" 3 GREEN O° MDT O° EDTRX/TX TX 130 FT.f Va" 4 GREEN P 2/10/09 REVISED PER 6LIENTGOMMENTS JEs PMo 54I"x 6Y • 732'50.FT. Z� 0q/2P10P REVI5ED PER CLIENT 60MIMENT5 BHo JEs FRONT VIEW 51DE VIEW A05/25/0P REVI5ED PER 6LIENT 60MMENT5 MTs 55t A\ 01/01/01 REVI5ED PER 6LIENT 60MMENT5 DCO 55t REV. DATE REVISION DRAWN GHKD. DESGRIPTION BY BY SEAL BILL OF MATERIALS D Arlo, NO. OTY. DESCRIPTION MANUFACTURER \S 0064 �TF 1 2 MODGELL LUCENT 2 2 EZBFO BATTERY CABINET LUCENT ALPHA BETA GAMMA 3 I560' ATOI&BO 1/5"0 AIRGELL COAXIAL GABLE5 TRILOGY COMMUNICATIONS, INC ANTENNA ANTENNA ANTENNA a m • 028��pP 4 24 DFAO"1850 1/64 7/16 DIN (F) CONNECTOR TRILOGY COMMUNICATIONS, INC FOF NEN 5 24 6K-515AG 1/8" GROUND KIT TRILOGY COMMUNICATIONS, INC THIS DOCUMENT IS THE DESIGN, PROPERTY t 6 24 C5-UI218 l/V WEATHERPROOFING KIT TRILOGY COMMUNICATIONS, INC GO THE EX of 1VE USE DESIGN GROUP, ING. AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT. ANY 7 - ATI58J50 5/8"4 AIRGELL COAXIAL CABLES TRILOGY COMMUNICATIONS, INC DSFNT nOH OR USE OR 15 T RIGTUYs WRIT IT N=) CONSENT OF THE CREATOR IS STRICTLY PROHIBITED. fX � LY 8 - DFA15850 15/8110 '1/16 DIN (F) CONNECTOR TRILOGY COMMUNIGA7ION5, INC. q - GK-5158AC 1 5/5" GROUND KIT TRILOGY COMMUNICATIONS, INC, GABLE 2 GABLE 3 metroPCS® 10 - 05-U1258 1 5/8" WEATHERPROOFING KIT TRILOGY COMMUNICATIONS, INC 11 24 b' JAU012DMDM6 1/2"(P JUMPER 1/16 DIN (M) CONNECTORS TRILOGY COMMUNICATIONS, INC w New York, LLC 12 3 REMOTE ELECTRICAL TILT KATHREIN ¢ 5 SKYLINE DRIVE 13 3 ANTENNA - MODEL # KATHREIN - 800-10504 KATHREIN ITEM PART NUMBER QTY. GABLE I 860 10033 (164 FT.) 2 HAWTHORNE, NY 10532 14 RED GABLE 2 860 10009 (15 FT.) 2 sITE JOB#: NY7512 BLUE GABLE 5 560 IOOOq (15 FT.) 2 GREEN MTM JOB#: 0l',NMP5T50I I RGU 1 560 10025 6 SITE INFORMATION ANTENNA CABLING NOTES I. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF EVERY GABLE AS OL05E TO EACH END A5 PANEL ANTENNA TERMINATE IN 2rj8r✓ SOUND ?��/ENUE POSSIBLE. L�76-0' 57ANDARD JUMPERS PPG CABINET 2. IN ADDITION TO TAPE MARKING5, EACH END OF TX GABLES AT BTS M�4TT 1 TUCK, NY I I cI52 EVERY GABLE SHALL AL50 BE LABELED WITH BRA55 7AG5 (SUPPLIED BY OWNER) INSCRIBED WITH NUMBER b'-O' STANDARD JUMPERS AND COLOR OF TAPE MARKINGS AS INDICATED IN DESIGN TYPE: THE ABOVE SCHEMATIC. THI5 SYSTEM 15 TO BE USED BT5 FOR ALL COLORS. GO-LOGATION 3. ALL TAPE MARKIN75 SHOULD BE DONE IN 5EQUENGE FROM THE NORTH WORKING CLOCKWISE AS TYPICAL SECTOR GABLE ROUTING SHOWN IN THE 5CHEMA7I0 ABOVE. DRAWN BY: CHECKED BY: DATE: 4. THE CONTRACTOR SHALL INSTALL ANTENNA AND MINIMUM GABLE BENDING RADIUS BHO SSt 06/02/0q JUMPER GABLES WITH DRIP LOOPS TO PREVENT GABLE RADIUS UNDESIRABLE WATER RUN-OFF. SHEET TITLE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL GABLE SUPPORTS AS NEEDED TO MAINTAIN A MINIMUM 1/2110 (ATO12J50) 6" SPACING OF 3-0 ON CENTER. b. CONTRACTOR WILL RECORD THE LOCATION AND 7/8"� (ATO I8J50) D" SERIAL NUMBERS OF ALL ANTENNAS, ANTENNA 1-5/8"4) (AT158J50) 20" CONTROLLER MOTORS, AND THEIR CORRESPONDING SHEET NUMBER REV. INSTALLED LOCATION AT THE TIME OF CONSTRUCTION. 1. ALL ANDREW5 MOTORS ARE GENDER SPECIFIC, AND WILL BE WIRED STARTING WITH THE MALE END OF THE GABLE AT THE BT5 AND CONTINUE ALONG THE RUN FOLLOWING THE "FEMALE UP ROLE". I ANTENNA GABLE SGHEMATIG IIxI7 SCALE: NOT 70 SCALE 24x36 SCALE: DESIGN CRITERIA ABBREVIATIONS AND LABELS I. ELECTRIC: PROVIDE AND INSTALL A 208V OR 2 OV 2P 3 WIRE CIRCUIT FROM A RELIABLE SOURCE TO THE COMMUNICATION CABINET. THIS AFF ABOVE FINISHED FLOOR MGB MASTER GROUND BAR 4 , SOURCE SHALL BE LOCKED ON WITH A GB LOCK. THE CONTRACTOR SHALL PROVIDE (3) SPARE FUSES WHEREVER A FUSED DISCONNECT 15 AFG ABOVE FINISHED GRADE SSE, SECTOR GROUND BAR REQUIRED. THE CONTRACTOR SHALL VERIFY (BEFORE ANY CONSTRUCTION 15 STARTED) THAT THE POWER SOURCE IS BETWEEN 205V AND 240V AWG AMERICAN WIRE GAUGE MLO MAIN LUGS ONLY DESIGN u LINE TO LINE. IF IT 15 NOT BETWEEN THE SPECIFIED VOLTAGE, THEN GALL THE ARCHITECT. ALL ELECTRICAL EOUIPMENT SHALL BE LABELED WITH rl GB G NDUI BREAKER NEC NATIONAL ELECTRIC GORE GROUP z A BLACK PLASTIC TAG WITH WHITE LETTERS "METRO PGS ENGRAVED IN IT. 2. UTILITY METER: IF A UTILITY METER IS SPECIFIED ON THE DRAWINGS, IT 15 THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARY EMT ELECTRICAL METALLIC PNL PANEL TUBING PP POWER PANEL A R C H I T E C T U R E INSPECTIONS, GUT-IN CARDS, ETC., THAT ARE REQUIRED TO SET THE METER. THE CONTRACTOR SHALL MEET WITH THE UTILITY COMPANY TO VERIFYENGINEERING METER AND TAP LOCATION PRIOR TO INSTALLATION. THE ARCHITECT BEGINS THE PAPERWORK WITH THE VARIOUS UTILITY COMPANIES AND CAN GROUND PPG POWER PROTECTION CABINET E N G I N E E R I N G MC PROVIDE THE ELECTRICAL RETAILERS NAME AND PHONE NUMBER. CONTACT THE ARCHITECT FOR UTILITY RELATED QUESTIONS. IF TEMPORARY MG METAL GLAD GABLE PVG POLYVINYL CHLORIDE P. O. BOX 3 POWER IS REQUIRED, ALL NEC AND/OR LOCAL ELECTRIC CODES SHALL BE ADHERED TO. CONTACT METRO PGS WIRELESS PRIOR TO MAKING MGB MAIN CIRCUIT BREAKER RA RIGID ALUMINUM HAZLET, NEW JERSEY 07730 TEMPORARY POWER GONNEGTIONS, MDP MAIN DISTRIBUTION PANEL RGS RIGID GALVANIZED STEEL EL: 732 . 888 . 6210 3. TELEPHONE: PROVIDE A 2" CONDUIT WITH A 25 PAIR #22 AWG TAPPAN WIRE AND GABLE # 2250BB25/WBT/DB/BK/BLACK OR EQUAL BY WP WEATHER PROOF FAX : 7 3 2 . 8 4 7 . 4 3 3 5 COMMSCOPE FROM THE COMMUNICATIONS CABINET TO THE MAIN DEMARCATION POINT. FROM THE PPG CABINET TO THE BT5, PROVIDE Jumper: SUPPLIER: STONY POINT PN: 5FSM701-40 (40 FT 13765-TSPE) 40 FOOT LENGTH WITH 4-RJ45 CONNECTORS CRIMPED ON ONE END. Lou Moglino, AIA Robert W. Toms, P.E. THE MAIN DEMARCATION POINT ALLOWS FOR THE LEAST AMOUNT OF NOISE AND THE MOST AMOUNT OF PROTECTION. FOR COST SAVINGS, A ARCHITECT STRUCTURAL ENGINEER CLOSER DEMARCATION POINT MAY BE SPECIFIED IN MULTIPLE STORY BUILDINGS WITH THE APPROVAL OF THE TELEPHONE COMPANY. FOR NEW NJ - # Al 13345 NJ - # GE 36209 TELEPHONE SERVICES IN NJ, NY 4 CT, PROVIDE A 4" CONDUIT WITH A DRAGLINE FROM THE SPECIFIED UTILITY POLE TO THE LOCATION OF THE NEW NY - # 028992-1 NY - # 075384 22375 DEMARCATION POINT. PA - # PA - # 0614161412 4. CONDUIT ROUTING: THE ROUTING OF THE CONDUIT SHALL BE SUCH THAT THE EASIEST AND MOST PRACTICAL METHODS ARE USED WITHOUT IMPACTING THE BUILDING OWNER AND THE AESTHETIC APPEAL OF THE BUILDING. BECAUSE THE WORK BEING DONE 15 IN EXISTING STRUCTURES, IT IS 2/21/Oq ISSUED FOR FILING JEs PMo IMPOSSIBLE TO SHOW EVERY JUNCTION BOX, LB, CONDUIT BEND, ETC. IN A TWO DIMENSIONAL PLAN. IT 15 FOR THIS REASON THAT THE G CONTRACTOR MUST VISIT THE SITE BEFORE ACCEPTING THE OFFER AND UNDERSTAND THE TRUE INSTALLATION OBSTACLES THAT ARE UNIQUE TO THAT BUILDING. 12/I0/01 REVISED PER CLIENT COMMENTS JEs PMo F 5. EQUIPMENT:ALL PANELS, DISCONNECTS, AND EQUIPMENT SHALL BE SQUARE "D" UNLESS DIRECTED OTHERWISE BY THE ARCHITECT OR METRO PGS WIRELESS PROJECT MANAGER. A 01/21/01 REV15ED PER CLIENT IAMMENT5 BHc JEs WIRING METHODS LEGEND AD 08/25/0q REVI5ED PER CLIENT XWENT5 MTs SSt A01/01/01 REVI5ED PER CLIENT COMMENT5 DCa 55t I. GENERAL: ALL WIRING IN FINISHED AREAS SHALL BE CONGEALED UNLESS NOTED OTHERWISE. IN UNFINISHED AREAS SUCH AS BASEMENTS, IDENTIFIER DESCRIPTION IDENTIFIER DESCRIPTION REV. DATE REVISION vRAwN cHKD. MEGHANICAL ROOMS, ELECTRICAL CLOSETS, ETC. WIRING SHALL BE ROUTED ON THE INTERIOR SURFACE. NO WIRING SHALL BE ROUTED ON THE DESCRIPTION eY BY OUTSIDE SURFACES OF THE BUILDING UNLESS SPEGIFICALLY NOTED. ALL NBC AND LOCAL ELECTRIC CODES SHALL BE ADHERED TO. ALL E EXISTING ELECTRIC NT NEW TELEPHONE CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. SEAL 2. BELOW GRADE (UNDERGROUND IN EARTH OR FILL): ALL CONDUITS SHALL HAVE A MINIMUM BURIAL VEPTH OF 24". BRANCH GIRGUITS SHALL NE NEW ELECTRIC NT NEW UNDERGROUND CONSIST OF PULLED CONDUCTORS IN DIRECT BURIED SCHEDULE 40 PVG CONDUITS. CONDUITS THAT AkRE BURIED UNDER EARTH THAT HAVE HEAVY TELEPHONE VEHICLE TRAFFIC OVER IT SHALL BE ENCASED IN CONCRETE. CONCRETE ENCASEMENT SHALL BE 3" MINIMUM ALL AROUND AND BETWEEN NE NEW UNDERGROUND An CONDUITS. ALL ELBOWS USED WITH PVG CONDUIT SHALL BE SCHEDULE 80 PVC. ALL CONDUIT INSTALLED ABOVE FINISHED GRADE SHALL BE ELECTRIC T EXISTING UNDERGROUND cy S (i TO SCHEDULE 50 PVC. PRIOR TO EXCAVATION, A UTILITY MARK OUT SHALL BE DONE TO LOCATE EXISTIPgG UNDERGROUND UTILITIES. PICTURES SHALL TELEPHONE BE TAKEN OF ALL UNDERGROUND WORK TO BE VIEWED AT THE PUNGHLIST. E EXISTING UNDERGROUND �c �► 3. INDOORS (UNCLASSIFIED AREAS): ALL FEEDERS SHALL CONSIST OF PULLED CONDUCTORS IN EMT. ALL BRANCH CIRCUITS SHALL CONSIST OF ELECTRIC FL PROPERTY LINE a PULLED CONDUCTORS IN EMT., EXCEPT 15 AND 20 AMPERE I POLE LIGHTING RECEPTACLE, OR MISCELLANEOUS BRANCH CIRCUITS CONGEALED u 10, 02gg4ti QN ABOVE SUSPENDED CEILINGS OR WITHIN DRY WALL5 SHALL CONSIST OF TYPE MG METAL GLAD GABLE IF ALLOWED BY CODE. CONNECTIONS TO T EXISTING TELEPHONE FOF Noy COMMUNICATION CABINETS AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN FLEXIBLE METALLIC CONDUIT, MAXIMUM 6 CO ' IN Tws Docu sleN, PROPERTY a PYRIGHT OFF "THE MTM DESIGN GROUP, INC." AND THE ETITLE LENGTH. FOR DUPLIGATIONUOR ESE WIUBEBTHOUTEEXPRE55IWRITTEN Y 4. OUTDOORS OR INDOORS CLASSIFIED 'DAMP' OR 'WET' LOGATION: ALL FEEDERS AND BRANCH GIRGUITS SHALL CONSIST OF PULLED GON5ENT OF THE CREATOR 15 STRICTLY PROHIBITED. CONDUCTORS IN RG5 CONDUIT CONNECTIONS TO COMMUNICATION CABINET AND VIBRATING EQUIPMENT SHALL CONSIST OF PULLED CONDUCTORS IN /�/� LIQUID TIGHT FLEXIBLE STEEL CONDUIT, MAXIMUM 6' IN LENGTH. 1'1'1et1�'OPCS® New York, LLC 5 SKYLINE DRIVE HAWTHORNE, NY 10532 slre �oea: N"7512 MTM -10e#: Oof MF5T501 I 517E INFORMATION SPECIAL EMPHASIS , CONCERNS , AND LIMITATIONS SYMBOLS i2E8E SouNZ� A\/ENUE M,gTT1 TUCK, NY I I q52 COMMUNICATION IDENTIFIER DESCRIPTION IDENTIFIERDESCRIPTION DESIGN TYPE: I. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY UPON DISCOVERY OF A PROBLEM OR CONFILICT. CONTRACTOR SHALL PROMPTLY O SAFETY SWITCH RECEPTACLE IDENTIFY ONE OR MORE PROPOSED SOLUTIONS BUT SHALL NOT PROCEED UNTIL SO AUTHORIZED. � PANEL BOARD � NEW UTILITY POLE GO—LOCATION LIMITATIONS ON DOWNTIME ® ELECTRIC METER DRAWN BY GHECKED BY: DATE: EXISTING UTILITY POLE COORDINATE ALL DISCONNECTIONS AND INTERRUPTIONS OF ELECTRICAL SERVICE AND GROUNIDING SYSTEM WITH THE OWNER. A SCHEDULE BHO 55t 06/02/09 OF INTERRUPTIONS AND SHUTDOWNS SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THIE SCHEDULE OF INTERRUPTIONS SHALL BE D— ELECTRICAL WIRING SUBMITTED TO THE OWNER A MINIMUM OF TWO WEEKS PRIOR TO ANY ANTICIPATED INTERRUPTION OF SERVICE AND SHALL BE APPROVED (TURNING UP) BY THE OWNER BEFORE ANY INTERRUPTION 15 PERMITTED. SHEET TITLE ELECTRICAL WIRING (TURNING DOWN) ELEGTRIcf AL NOTES CONTRACTORS cne GOMMUNICATIONS CABINET AND INEO�M�.TION I. EACH CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND SHALL ARRANIGE ALL REQUIRED INSPECTIONS. 2. EACH CONTRACTOR SHALL COORDINATE HI5 WORK WITH THE WORK OF ALL OTHER 0ON7RAC7iOR5 AND EXISTING FIELD CONDITIONS. o BACKBOARD SHEET NUMBER REV. KEY NOTES (Symbols �, �, Etc.) II 6 I. EXISTING GSG CABINET.2 D E S I G N Z . EXISTING TRANSFORMER 3. EXISTING SERVICE TROUGH To TAP ARCHITECTURE „ . , 6 2 SERVICE FROM ENGINEERING 4. PROVIDE NEW 200A BYPASS UTILITY P. O. BOX 3 APPROVED METER SOCKET HAZLET, NEW JERSEY 07730 TEL: 732 . 888 . 6210 5. PROVIDE NEW 200A, 250V, NEMA 3 FUSED FAX : 7 3 2 . 8 4 7 . 4 3 3 5 — IIL LOCKABLE DISCONNECT MOUNTED ON BACK OF PTG CABINET RACK. PROVIDE (2) 200A, Lou Moglino, AIA Robert W. Toms, P.E. ARCHITECT STRUCTURAL ENGINEER 250V FUSES. NJ - # AI 13345 NJ - # GE 36209 NY - # 028992-1 NY - # 075384 6. NEW PTG CABINET FOR ELECTRIC AND CT - # 22375 — — TELCO. SEE ARCHITECTURAL DRAWINGS FOR PA - # 061412 MOUNTING. 12/21/0q ISSUED FOR FILING JE5 PMo ZL 8 i' 7. GROUND TO EXISTING TOWER GROUND. �:-;i; - o 12/10/09 REV15EP PER CLIENT WO HENT5 JEs PMo 8. MASTER GROUND BAR. CONNECT 2#2 SOLID w!i TANNED GROUND WIRES TO NEW GROUND RING. 01/21/0P REV15ED PER CLIENT 60MMENT5 BHo JEs ,- / %�� Tr/'I1 1. PROVIDE NEW #2 SOLID TINNED COPPER OS/25/09 REV15ED PER CLIENT 60MMENT5 MTs 55t GROUND RING 18" BELOW GRADE. REVISED PER CLIENT IAMMENTS DGa SSt j, 10. PROVIDE 5/8"XIO' COPPER GROUND ROD AND GAD WELD TO GROUND RING. REV. DnTE REVISION DRAWN GHKD. DESGRIPTION BY BY 11. PROVIDE NEW TEST WELL FOR GROUND ROD. SEAL II 12 CONNECTED To POSTS DAND OTHER)M�AL 4 — T— BE Aft OBJECTS. ¢� o °a * rt 15. PROPOSED TELCO CONDUITS ROUTED 5 4 5 UNDERGROUND. °- 02899�oP� 2 --- OF NENi ---- THIS DOCUMENT 15 THE DE516N, PROPERTY 4 14. PROPOSED ELECTRICAL CONDUITS ROUTED COPYRIGHT OF "THE MTM DESIGN CROUP, INr." AND FOR THE FXCLU51VF USE BY THE TITLE CLIENT. ANY UNDERGROUND, DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT OF THE CREATOR 15 STRICTLY PROHIBITED. 'T metroPCS. " - New York, LLC 5 SKYLINE DRIVE HAWTHORNE, NY 70532 SITE JOB#: NY`7512 NOTE: CONDUIT ROUTING ON PLANS IS MTM JOB#: 011MPS75011 CONCEPTUAL, ACTUAL ROUTING TO BE BASED SITE INFORMATION ON FIELD CONDITIONS. COMPOUND LAYOUT WIRE AND GONDUIT LEGEND 125,55 SOUND AVENUE IIx17 SGALE: /8"= 1 '-O" 24x36 SCALE: /4"= 1'-O° MATTITUGiG, NY � 52 DESCRIPTION WIRE CONDUIT FLOOD LIGHT WITH 100 WATT OUARTZ LAMP. 200 AIMP FEEDER 3#5/0 4 1#56 21 DESIGN TYPE: (2) #12 #12G - 5/4" CONDUIT 100 AMP FEEDER 3#2 4 1#66 2° GO-LOCATION 0-4 HOUR MECHANICAL TIMER IN NEMA 3R ENGL05URE TORK # So AM'P GIRGUIT 3#4 4 #86 - /4° A504H OR EQUIVALENT. DRAWN BY: CHECKED BY: DATE. TIMER 30 AMP CIRCUIT 2#10 4 I#IOC 5/4" BHO SSt 0b/02/0q 3#3/0 AWG, #46 - 2" CONDUIT 3 4 5 3 #4 #86 - 1-1/4" CONDUIT 15 4 20, AMP CIRCUIT 2#12 4 1#126 3/4" 5HEET TITLE TELCO DEMARC To SEE E-1 21, E=LE=GTFZIcf AL PLAN EQUIPMENT SERVICE PTG BTS GROUND WIRE 1#4/0 2" (ABOVE GROUND) SHEET NUMBER REV. TROUGH CABINET GROUND WIRE 2#2 TINNED NONE (BELOW GROUND) E 2 ONE LINE MISER SCHEMATIC lxl'7 SCALE: N.T.5. 24x36 SCALE: N.T.S. GENERAL NOTES T I& I. WHERE ICE BRIDGES AND ICE SHIELDS ARE DESIGN z U5ED, BOND ALL POSTS VIA #2 SOLID TINNED GROUP ~~ WIRE TO THE GROUND RING. A R C H I T E C T U R E _ r1 2. FOR NEW FENCE INSTALLATIONS BOND ALL ENGINEERING CORNER FENCE POSTS FROM GROUND RING TO A p O. BOX 3 Y TYPE GADWELD TO FENCE F057 VIA CLAMP. COAX GROUND COAX GROUND (TLI $ BE7T5 #2 OR APPROVED EQUAL) HAZLET, NEW JERSEY 07730 KIT AT KIT AT BOND ALL GATE POSTS AND GATE FRAMES WITH TEL: 7 3 2 . 8 8 8 . 6 210 ANTENNA ANTENNA A MINIMUM OF I/o COPPER FLEX AND ERIGO FAX : 7 3 2 . 8 4 7 . 4 3 3 5 FENCE GROUND ASSEMBLIES OR APPROVED #6 GROUND KI #6 GROUND Klr EQUAL. Lou Moglino, ALA Robert W. Toms, P.E. ARCHITECT STRUCTURAL ENGINEER 3. ALL GOAXI AL GABLES SHALL BE GROUNDED TO NJ - # Al 13345 NJ - # GE 36209 A UNINSULATED GROUND BAR VIA GABLE NY - # 028992-1 NY - # 075384 GROUND KITS. NEWTON INSTRUMENT COMPANY OR CT - # 22375 3 EQUAL. THI5 GROUND BAR SHALL BE LOCATED PA - # 061412 UNINSULATED JUST BELOW THE POINT WHERE ALL GABLES GROUND BAR COME TOGETHER AND DESCEND DOWN THE 12/21/01 ISSUED FOR FILING JEs PMo 2 TOWER. THI5 GROUND BAR SHALL BE ATTACHED D I REGTLY TO THE TOWER VIA BEAM CLAMP. Z�\ 12/10/01 REVI5ED PER CLIENT 60MMENT5 JEs PMo 4. ALL COAXIAL GABLES LEAVING THE E 01/2q/OI REVISED PER WENT60WENT5 BHo JEs COMMUNICATION CABINET SHALL BE GROUNDED E 4 TO A UNINSULATED GROUND BAR VIA GABLE GROUND KITS. NEWTON INSTRUMENT COMPANY Ob/25/01 REVISED PER6LIENT60MMENTS MTs 551; OR EQUAL. THIS GROUND BAR SHALL BE LOCATED AT THE POINT WHERE THE GABLES 0 /01/Oq REVISED PER6LIENT60MMEN5 DGa SSt COAX GABLE 9 5 MAKE A NINETY DEGREE BEND OFF THE TOWER. 5. 2#2 SOLID TINNED COPPER CONDUCTOR REV. DATE REVISION DRAWN GHKD.FROM DE5CRIPTION BY BY PER COAX CABLE— COAX GROUND 10 6 THE INSULATED GROUND BAR TO THE GROUND(1) KIT RING VIA "Y" TYPE GADWELD. SEAL 10 O 6. 5/51/6XIO' GROUND ROD GAD WELDED TO #2 SOLID TINNED COPPER INSTALLED IN 5" PVC 13 12 TEST WELL5. Cie- uNINSULArED ?. #2 AWG SOLID CONTINUOUS TINNED COPPER GROUND BAR 1 $ WIRE EXTERIOR GROUND RING TO BE PLACED 2'-0" AWAY FROM ALL FOUNDATIONS. SEE 2 ?ANTENNA rvROUNDING DETAIL SPECIFICATIONS. sT you y . 02 e I Ixl7 SCALE: N75. 24x36 SCALE: NT5. a. 5/5"5/e X l0' COPPER-GLAD STEEL GROUND ROD. THIS Docu " oFTH GN, PROPERTY a COPYRIGHT OFF THE MTM DESIGN GROUP, INC.' AND MORE THAN 215 OF THE ROD LENGTH MUST BE FOR THE EXCLUSIVE U5E BY THE TITLE CLIENT. ANY BELOW THE LOCAL FROST LINE. GON ENT OF THE CREATOIRHSU5TRIC-Y PROHBTED. EQUIPMENT SEGTOR THREADED - r=.. T (U PER COAX GABLE / rmetroPICS, CABINET GROUND BAR WELL COVE i '; PROVIDE LOOP KEY NOTES (S Pn1001S 1 2 Etc.) 2#2 SOLID — — 6:: FOR TESTING y O O NeW York LLC FINISHED GRADE ATTACHED To EXISTING 5 SKYLINE DRIVE 2#2 50LID = GROUND RING ANTENNA. (5GHEMATIG REPRESENTATION, SEE HAWTHORNE, NY 10532 In nr ARCHITECTURAL DRAWINGS FOR MOUNTING.) SITE JOB#: N1-7312 PVG INSPECTION " DIa 2. MAST. TESTING WELL -O" MTM JOB#: OgMPSTSO ATTACHED To NEW 3. ANTENNA JUMPER. 517E INFORMATION GROUND RING 4. COAX GROUND KIT. DO NOT INSTALL ON BENDS. 6 7 ROD GAD WELD' FINISHED GROUND 5. GADWELD TYPE °VS". I25(55 SOUND ,A\/ENUE TEST WELL TEST WELL 3 -EST WELL DETAIL 6. ANTENNA COAXIAL GABLE. MATTITUGK, NY Icf52 Ixl-1 SGALE: NTS. 24x36 SCALE: NTS. 7. TO COMMUNICATION CABINET. DESIGN TYPE: FINISH GRADE 8. 2 (BARREL HYDRAULICALLY COMPRESSED CONNECTION PANDUIT CATALOG # GTAP GO-LOCATION GROUND ROD 30u -- 2-2X Min. cl. #6 INTEGRAL GROUND GONDUCTOR FROM _ GROUNDING KIT TO 56B. DRAWN BY: CHECKED BY: DATE: B'-0. - BHo SSt 06/02/Oq - 10. #2 SOLID TINNED COPPER GROUNDING GADWELD CONDUCTOR 8" MINIMUM RADIUS. SHEET TITLE 10'-0" CONNECTION Min. 11 . 2 BARREL HYDRAULICALLY COMPRESSED c:F17 fiZ0 CONNECTION PANDUIT GATALOG # GTAP ASSUMED FRO57 LINE 2-4G. �— l�� (To BE VERIFIED) 12. TO NEXT ANTENNA. 13. TO MASTER GROUND BAR. SHEET NUMBER REV. GROUNDING ONE LINE DIAC6RAM 4 GROUND ROD DETAIL IIxl7 SGALE: NTS. 24x36 SGALE: NTS. IIx17 SCALE: NTS. 24x36 SGALE: NTS. ALGA - 12" APPROX. _ �� 1-1/4" DIA. MAX. DESIGN " ANTENNA GABLE G R O U P z WEATHERPROOFING KIT A R C H I T E C T U R E ANDREA #221213 ENGINEERING PTG PANEL SCHEDULE P. O. BOX 3 #6 AAG STRANDED COPPER GROUND 200 AMP MAIN 24 GIRGUIT 120/240V HAZLET, NEW JERSEY 07730 WIRE (GROUNDED TO GROUND BAR) (STANDARD ANDREW GROUNDING KIT) 1 2 TEL: 7 3 2 . 8 8 8 . E 210 GONNEGTION OF GABLE GROUND KIT SPARE 80 5 4 I00 MODGELL POWER FAX : 7 3 2 . 8 4 7 . 4 3 3 5 TO 6P5 ANTENNA GABLE Lou Moglirio, AIA Robert W. Toms P.E. RECEPTACLE 15 5 6 20 LIGHT ARCHITECT STRUCTURAL ENGNHi 7 8 SPACE 0 NJ - # NY N # 075 84 GE 9 AGGA EBRE AG UNIT IS G IO NY - # 289928992-1 CT - # 22375 2� 6 SPACE PA - # 061412 2 I/2" PIA. SPACE 11 12 MAX. 6P5 ANTENNA ANTENNA 3 14 6 12/21/Oq 155UED FOR FILING JEs PMo (5UPPLIED BY LUCENT) GABLE / SPACE SPACE 15 16 � 12/10/Oq REVISED PEROLIENTGOMMENTS JEs PMo NEATHERPROOFIN6 KIT ANDREW #221213 GABLE GROUND KIT I7 18 SPACE SPACE Oq/2q/Oq REVISED PER OLIEM COMMENTS BHo JEs Iq 20 #6 AWG STRANDED COPPER GROUND 21 22 08/25/Oq REVISED PER CLIENT COMMENTS MTs SSt WIRE (GROUNDED TO GROUND BAR) SPACE 23 24 SPACE (STANDARD ANDREW GROUNDING KIT) Ol/01/Oq REVISED PER OLIENTOOMMENTS DGa SSt GABLE TO PIPE CONNECTOR MAIN GIRGUIT BREAKER RATING - 22,000 AIG NOTE: DO NOT INSTALL GABLE GROUND KIT AT A BEND REV. DATE REVISION pR5Y GHKD. BURNDY TYPE GAR AND ALAAYS DIRECT GROUND WIRE DOWN DESCRIPTION BY BY #2 AWG BGW (TYP 2 PLG5) TO GROUND BAR. SEAL (TYP 2 PLG5) D AR�y o A 2 GONNEGTION OF GABLE GROUND KIT 3 PTG PANEL SCHEDULE o oQs�"�oQ Ixl7 SCALE: NTS. 24x36 5AALE: NTS. Ixl7 SCALE: N.T.S. 24x36 SCALE: N.7.5. OF IN THIS DOCUMENT IS T ION, PROPERTY k Cy COPYRIGHT OF "THE MTM DESIGN GROUP, INC" AND KEY NOTE'S (Symbols O O EtG.� FOR THE EXCLU BY 5IVE USE THE TITLE CLIENT. ANY i / DUPLICATION OR U5E WITHOUT EXPRE55 WRITTEN CONSENT OF THE CREATOR 15 5TRICTLY PROHIBITED. 6ROUNDIN6 KIT I . ALL COAXIAL GABLES LEAVING THE metroPCS® IN I/21/a COAX GABLE GOMMUNIGATION CABINET SHALL BE MINIMUM BENDING RADIUJ5 PER GROUNDED AT THIS POINT VIA GABLE New York, LLC MANUFACTURER'S STANDR AD GROUND KI75. NEWTON INSTRUMENT COMPANY GI6BE #6 AWG GROUNDING KIT OR EQUAL. #8-6142 (GROUND BAR 20" X 4" X 5 SKYLINE DRIVE GROUND BAR GABLE (PROVIDED WITH KIT) 1/4"), #5061-4 (INSULATORS), #3015-8 (5/5" HAWTHORNE, NY 10532 LOCKWASHERS), #A-6056 (WALL MOUNTING #2 AWG BGW TO MIGB BRACKETS), AND #5012-1 (5/S"-II X I " H.H.C.5. SITE Joe#: NY-1312 #2/0 57RANDED COPPER GROUNDING GONDUGTOR BOLTSJ. MTM JOB#: 0aMPS7501 � I 7 Q 2. HYDRAULICALLY COMPRESSED LONG BARREL SITE INFORMATION 6 5 11 9 2-HOLE GROUNDING LUG FOR GROUNDING `� � GONDUGTORS BETWEEN GABLE AND THE MASTER GROUND BAR TERMINAL. THOMAS S 0 0 0 0 ° ° ° ° 0 4 BETTS #54811BE OR EQUAL. 125a5 SOUND AVENUE ® a o o ° ° ° o MATTI TUCK, NY 1 1 "152 SECTOR SECTOR SECTOR ® ° ° 3. HYDRAULICALLY COMPRESSED LONG MAI I 2 S ° BARREL 2-HOLE GROUNDING LUG FOR THE eND MAIN GROUNDING DOWN GONDUGTOR DESIGN TYPE: s 5 s 2 BETWEEN THE MASTER GROUND BAR TERMINAL AND THE MAIN GROUNDING GO-LOCATION ELECTRODE. THOMAS & BETTS #54862BE MAIN GROUNDING DOWN GONDUGTO OR EQUAL. 4. 3/8" STAINLESS STEEL DIAMETER BOLTS TO DRAwN eY: CHECKED eY: DATE: GONNEGT GROUNDING LUG TO THE GROUND BHo SSt 06/02/01 BAR (TYPICAL). SHEET TITLE 5. 3/8" 5TAINLE55 STEEL DIAMETER FLAT WASHER (TYPICAL). C:Ei� rz�lO U 6. 5/0" 5TAINLE55 STEEL DIAMETER LOCK r---- T I L WASHER (TYPICAL). SHEET NUMBER REV. 7. 5/5" HEX HEAD 57AINLE55 STEEL NUT (TYPI GAL). a.. PROVIDE LOGKTITE THREAD LOCKER RED TO E _ 4 G�'S ANTENNA GROUNDING DETAIL 4 MASTER GROUND BAR TERMINATION DETAIL PREVENT THEFT. IIX17 SCALE: NTS. 24x36 SCALE: NTS. IIxl7 SCALE: NT5. 24x36 SCALE: NTS.